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HomeMy WebLinkAbout40474-Z �o�S�FFOd�re, Town of Southold 9/11/2017 P.O.Box 1179 o - rh 4 53095 Main Rd 15 11� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39206 Date: 9/11/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25, Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40474 dated 2/19/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial bank building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. r of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-08-0005 4/18/2016 ELECTRICAL CERTIFICATE NO. 40474 5/11/2016 PLUMBERS CERTIFICATION DATED 8/10/2016 ACakeoPNmbing&&ting 7 u ho Signature gVTfO(,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40474 Date: 2/19/2016 Permission is hereby granted to: Beach Land Development Corp. PO Box 1086 Westhampton Beach, NY 11978 To: CONSTRUCT FOUNDATION ONLY OF THE BANK BLDG., PER ZBA#6013, SITE PLAN APPROVAL AND AMENDED TO INCLUDE NEW BUILDING PER PLANS OF 12/12/10. AMENDED ON 02/23/17 FOR BANK. At premises located at: 11600 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-3-17.1 Pursuant to application dated 2/19/2016 and approved by the Building Inspector. To expire on 8/20/2017. Fees: PERMIT RENEWAL $563.00 CO -COMMERCIAL $50.00 CELECTRIC $225.00 otal• $838.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35166 Z Date NOVEMBER 18, 2009 Permission is hereby granted to: END OF THE ROAD LLC P.O. BOX 731 EAST MARION,NY 11939 for CONSTRUCT FOUNDATION ONLY OF THE BANK BLDG. , PER ZBA#6013, SITE PLAN APPROVAL AND AMENDED TO INCLUDE NEW BUILDING PER PLANS OF 12/12/10 at premises located at ROUTE 25 MATTITUCK County Tax Map No. 473889 Section 122 Block 0003 Lot No. 017 . 001 pursuant to application dated NOVEMBER 4, 2009 and approved by the Building Inspector to expire on MAY 18, 2011_ Fee $ 1, 126 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �Q roger.richertQ-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp(Pawlowski Inc.) Address: 11600 Route 25 - City: Mattituck St: New York Zip: 11952 Building Permit#: 40474 Section: 122 Block: 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DC Electric Inc. License No: 4076-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat X Duplec Recpt 11 Ceding Fixtures 66 HID Fixtures 6 Service 3 ph 400A Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks 2 Disconnect Switches 24 Twist Lock Exit Fixtures TVSS Other Equipment: 6- Combination Exit/Emergency Fixtures, 2- Lighting Contactors, 2-60A Disconnects,Future Air Conditioners Notes. Inspector Signature: Date: May 11, 2016 z Electrical 81 Compliance Form(2).xls o��OE SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 iQ roger.rich ert(D-town.Southold.ny.us Southold,NY 11971-0959 Q OOUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corporation (Capital One Bank) Address: 11600 Route 25 city Mattituck st: New York zip: 11952 Building Permit#: 40474 Section- 122 Block: 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EECO Electric License No: 54281-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 32 Ceiling Fixtures 21 HID Fixtures Service 3 ph 400A Hot Water ELEC GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 5 Single Recpt Recessed Fixtures 50 CO Detectors Sub Panel 2-100 A/C Blower 5 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 13 Twist Lock Exit Fixtures 4 TVSS Other Equipment: 1- Exhaust Fan, 3- ATM Machines, Under Counter Lights. Notes: Inspector Signature: i' Date: September 6, 2017 0-Cert Electrical Compliance Form As o'�'pF SO � Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 "oulwm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD D [Ecf�ov[E DD AUG 1 5 2016 BUILDINGDEPT. CERTIFICATION TOWN OF SOUTHOLD Date: 08-l4 - zo�"� •/ /rel `HA(�%t �l1(_ Building Permit No. oil L� x- Q, 1170a Owner: (Please print) Plumber: Vim %g� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 1 I day of US 20 � VIN VENENDAAL Notary Public Suffolk County,NY My Commission Expires 3/25 28+8- #01 VE61 C5925 Zdz� 7 Not Public, S County R �r- 1 �tf SO[/rH MUNiV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ZV DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION MCI. FOUNDATION IST �ROUGH PLBG-,5-/—Iz FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCnON FIRE RESISTANT PENETRATION REMARKS !L�� zz DATE -/ /,) INSPECTO sotl, IV coutom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N h I FOUNDATION I ST ROUGH PL13G. FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMTPENETFATION - d,,) J,4,-76� REMARKS: DATE . 0 — INSPECTOR a- OF SOUjyolo cOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION RE R DATE INSPECTOR • o i co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION P REMARK J -T�S LA—C/Al DATE INSPECTOR 0F SO(/l�,o! 0 courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ �IRERESISTANT PENETRATION REMARKS: DATE %� INSPECTOR l OF SObT�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION REMARKS: 7t Pvo DATE `� INSPECTOR OfjF SO(/lyo H O TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [VI/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] F EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL INAL) R7ZIKIS: lvw�, l l� , � f< DATE INSPECTOR p?SOUIyo! um, TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 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[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ["FlSAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ® � INSPECTOR qf so 74— cou � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ pJ ELECTRICAL (FINAL) REMARKS: Awe, G - DATE �O l� INSPECTORVL qo� Of so H O coutm,�c� TOWN OP SOUTHOLD BUILDING' DEPT. = 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROH PLBG. 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[ ] UNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F�Awt,-,' DATE L INSPECTOR 110 Pf Will P t4 Ll Harmonize Interface,, Product Harmonize Colour 104039 Cobalt Collection Harmonize&Ground Waves Backing GlasBac® Product Specifications Product Number 138720AK00 Product Construction — Tufted Textured Loop _— Yarn System 100%Recycled Content Type 6 Nylon Yam Manufacturer Aquafil _ — —^ Installation Method Dye Method 100%Solution Dyed �1�1�1�111111111 INNER Dye Lots— w Mergeable �OO� Sod/Stam Protection Protekt�— aa Preservative Protection Intersept® MINOR 111111111 1%, — Imperial Metric Ashlar Brick Herringbone -------- ---- .._.Tufted Yam Yam Weight 16 oz/y& 542 g/m2 All product specifications reflect Machine Gauge 1/12 in 47.2 ends/10cm averages derived from product -- —sample testing,testing,are subject to Pile Height 0.16 in 41 mm normal manufacturing and Pile Thickness 0.106 in_ — 2 7 mm — testing tolerances and inherent pattern variances,and may be Stitches 8/in 31 5 ends/10cm changed without notice.For pile Densly 5,434 oz/yd' 201,491.5 g/m' more information about these ^_ -- —_ and other important attributes of Total Thickness 0.26 in 6.6 mm the product(s)described herein, — —— including recycled content and Size 9 845 in x 39 38 in 25cm x 1m product warranty information, Performance Specifications please see www interface com/disclaimer. Radiant Panel T� _(ASTM E-648)Class 1 — Smoke Density (ASTM E 662)5 450 Flammability i Passes Methenamine Pill Test(DOC-FF1-70) Lightfastness (AATCC 16-E)a 4 0 @ 60 AFU's — Static (AATCC-134)<3 0 KV — — D Dimensional Stability— AACH_EN Din 54318_<0—10% Traffic Classification Heavy Fiber Modification Ratio 1 9 to 2 2 SEP — a 2017 Preservative Efficacy (AATCC 174 Parts 2&3)99%Reduction/No Mold 7 Days (ASTM E-2471)Complete Inhibition Environmental Specifications ^^ — ET-7! .2JiC`TG DET,"iso Total Recycled Content 71% TO-WINT OF SO''UT�-OLD Recycled Content(Post Industrial) 63% Recycled Content(Post Consumer) 8% Indoor Air Quality Green Label Plus#GLP0820 —— Ingredients and Life Cycle Impacts Environmental Product Declaration —— Other Environmental Claims 3rd Party Verified Carbon Neutral NSF/ANSI-2440 Gold-Sustainability Assessment End Of Life — Carpet to Carpet Recycling) — Technical Information Installation See Interface Installation Guidelines online Maintenance ti See recommended Interface Maintenance Guidelines online Reclamation Recyclable through ReEntry®-Call 1 888 733 6873(U.S.)/ 1 866 398 3191 (Canada) Warranty 15 Year Standard,Non-Prorated Warranty -' Standard Backing — GlasBac® — Backing Options GlasBac®,GlasBac®RE —� Tile Size Options25cmx1m Manufacturing Location ISO 9001&14001 Certified facilities in Troup County, Georgia,United States Page 1 of 1 shaw contract welcome H product type broadloom collection name steppin out style number 60745 construction needlebond hobnail fiber pet golvester dye method 100%solution dyed primary backing synthetic secondary backing Performance rubber backing protective treatments warranty lifetime commercial limited u s metric product size 12 foot 3.66 m tufted weight 495 1,678.33 g/m' gauge 1/12 47 24 per 10 cm stitches per inch 11 0 43 31 per 10 cm finished pile thickness 0 274 6 96 mm total thickness 0 379 9 63 mm average density 6504 12 11 kllotex pattern repeat 3/8"w x 3/4"1 9 53 mm w x 19 05 mml recommended installation method direct glue coordinating products welcome II tile,bon Jour II tile,entree tile,classic performance+testing antimicrobial assessment passes(AATCC-174)(When Installed using Shaw 3800 adhesive) pill test pass radiant panel class I ribs smoke less than 450 electrostatic propensity less than 3 5 kv CRI greeniabel plus USA(GLP9168) ADA compliance This product meets the guidelines as set forth In the Americans with Disabilities Act for minimum static coefficient of friction of 0 6 for accessible routes. ..11•.7 hMd*= M4180025774291h7065279841.85wrN40165374291bmgmkm#918067599x34x03351k.Fg4861065685881I.hb.♦ h31245713311dkbW+9714313 24961 hg l•1g.62262303711 4130582759121 Yei1+4420796141201 Ilimmill+189023316141 Mww r +613 993985431 M.B.011 501076001 msbft-86400800742914 7wk4l21295374291�♦i I 0 41595519291—ip456224315000.5501.h..&.1-6621525997991 .0673318111 gir+612 80651801 wpkntw 07,2017 1 ort shave contract welcome H ' attributes+certifications CRI greenlabel plus(GLP) USA(GLP91681 environmental guarantee' pickup&delivery available north amerlca total recycled content 30%(post Industrial 6%(post consumer 24%) product packaging 100%recyclable country of origin- USA additional information 'To learn more about the recyclability of our products and our Environmental Guarantee please visit shawconlract com -Meets or exceeds all local and national regulations in country of manufacture (Manufactured In an ISO 90001&ISO 14001 certified facility or equivalent) R� PVC-Free ORpOr�11�dp 1180025774291417065327984181Yrie H 40485374291(IoWdMM18057590334x03351 ifg.861065689811.1doWN 81 31246713311 dd .9714313 249611��[q.852262303711111110111 1 irriiiiiii+N3058275M211 I +"207961412011=mWYm4l6002331614imdb -61 3 9939 8543 11 I CIV+555010 7600 1 400 800 74291t Wk-121295374291�6m b-N41595519201m8.56224315000x5501VmgbV.86215268979918i1FPM.65673318111+iW.612 806519M scyter6er07,2017 2 oft i B601 I me rfa m Product B601 Color 102906 Pacific Collection Net Effect Backing GlasBacORE Product Specifications Product Number ,126650250H --�— -- — — Product Construction — Tufted Pattern Loop — — -- Yarn System 100%Recycled Content Type 6 Nylon Yarn Manufacturer — Aquafil — Dye Method 100%Solution Dyed Installation Method Dye Lots Mergeable — 0000 Soil/Stain Protection —Protekt� Noon Preservative Protection Intersept® 0000 —' Imperial Metric 0000 ---------- — Quarter tum Tufted Yam Weight 30 oz/yd' 1,017 g/mz All product specifications reflect Machine Gauge 1/10 in — 39 4 ends/10cm —� averages derived from product Pile Height 0.29 in 7 4 mm sample testing,are subject to Pile Thickness 0.228 in 5 8 mm normal manufacturing and — — — --- — — testing tolerances and inherent Stitches 7/in 27 6 ends/10cm pattern variances,and may be changed without notice For Pile Density 4,737 oz/yd' 175.4 g/m' ---- -- -_- more information about these Size 19.69 in x 19.69 in 50cm x 50cm and other important attributes of --'— — ---------- —--—--— —- —the product(s)described herein, Performance Specifications including recycled content and Flooring Radiant Panel (ASTM E-648)Class 1 — productwarrantyinformation, ------------------------- --------------------___ please see Smoke Density (ASTM E 662)s 450 www interface com/disclaimer. Flammability —^ _ Passes Methenamine Pill Test(DOC-FF1-70) Lightfastness —(AATCC 16-E)z 4 0 @ 60 AFU's Static ------------- (AATCC-134)<3 0 KV --------- --- —---^- Dimensional Stability AACHEN Din 54318<.10%- — Traffic Classification Severe _ ^ Fiber Modification Ratio 1.9 to 2.2 _-- — Preservative Efficacy (AATCC 174 Parts 283)99%Reduction/No Mold 7 Days (ASTM E-2471)Complete Inhibition Environmental Specifications -- Total Recycled Content — ^88% Recycled Content(Post Industrial) 63% — — Recycled Content(Post Consumer) 25% I ndoor Air Quality Green Label Plus#GLP0820 --- _ Ingredients and Life Cycle Impacts Environmental Product Declaration -- -- — — Other Environmental Claims _ 3rd Party Verified Carbon Neutral -- NSF/ANSI 140 Platinum-Sustainability Assessment End of Life Carpet to Carpet Recycling Technical Information Installation See Interface Installation Guidelines online — Maintenance See recommended Interface Maintenance Guidelines online Reclamation Recyclable through ReEntryO-Call 1 888 733.6873(U S)/ 1.866.398.3191(Canada) Warranty _ 15 Year Standard,Non-Prorated Warranty Standard Backing T GlasBac®RE — — — v— — Backing Options GlasBac®,GlasBac®RE -- — Tile Size Options 50cm x 50cm Manufacturing Location — HEUGA Page 1 of 1 ..rpp. MAILING ADDRESS: PLANNING BOARD MEMBERS ®F S0 P P.O. Box 1179 DONALD J.WILCENSKI ®� ®l Southold, NY 11971 Chair o i OFFICE LOCATION: WILLIAM J.CREMERS "- Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III �o �® (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR �OuNTY,� Southold, NY Telephone: 631765-1938 www.southoldtowimy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D IRCEIVE September 8 2017 DDp SEP � 2017 Mr. Paul Pawlowski BUILDING DEW. P.O. Box 783 TOWN OF SOUTHOLD Mattituck, NY 11952 Re: Approved Site Plan: Hudson City Savings Bank Located at 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The Planning Board found that the requirements of the above-referenced Amended Site Plan were completed based on the site inspection made August 25, 2016 and subsequent review at their Work Session held September 12, 2016; and supported the issuance of a Certificate of Occupancy (CO). Changes accepted as de minimus are as follows: 1. All small plantings, evergreen screening and street trees have been planted except for seven (7) Billard Spirea @ 16"-24" diameter (6' on center) and seven (7) Golden Mockorange @ 16"-24" diameter and 6' on center; and 2. Removal often (10) exterior light fixtures (mostly pole light fixtures in the parking area) compared to the approved site plan. With exception of the items detailed above, the site is now in conformance with the approved Site Plan entitled Hudson City Savings Bank Plaza" prepared by Nathan Taft Corwin III, L.S., dated July 12, 2009 and last revised January 23, 2009. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. r� Hudson City Savings Bank Page Two September 8, 2017 Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office at 631-765-1938. Respectfully, r Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Town Engineer t A i James V. De Lucca,R.A. 12 Linda Lane East Riverhead, N.Y. 11901 jamesvdelucca@optimum.net (631 ) 727-1611 August 24,2016 Southold Town Hall Building Department 53095 Main Road P.O. B,ox 1 1 7 9 Southold, New York 11971-1179 RE: Hudson City Plaza Mattituck, N.Y. , Bank Building Roof Truss Bracing Enclosed: Copy of Roof Truss Drawing Job# J100307 Dated 3/12/2010 Sheet RT 1 (18) individual Roof Truss Drawings Dear Mr. M. Verity, Chief Building Inspector On August 18/2016 and August 24,2016 I inspected the bracing for the above referenced Bank Building roof trusses. In my opinion the bracing was installed as provided drawings from the truss manufacture. This letter does not take responsibility for the structural integrity of the trusses. Ver /T •uly Yo s D s AUG 2 5 2016 James V. De Lucca,R.A. $QTII,DING D1". TOWN OF S®UTH®LD CSI / :rir,c �l�l, ►, �� MITIAM/=111z MACRO] ' IC r all (► ► ran 111 I ll TAME rr,Ip 11/11 UA,9 ■ �Jam:.. a OWN�'!•��i�m _ �v h (Q3 p .r l • 1 1' ���%��i �' J'r visrl � � _ rom Sol WA FOUNDATION(2ND) 1r,. tel 1: 1 /i�eJ/L<�i1fi�Yw .� r INSULATION PER N.Y. STATE ENERGY • 1 My", Lio—K-1-1mrsi MIA "Whim M-111, 1 1 Mrs, — r TO`'N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southolffown.NorthFork.net PERMIT NO. �9 Check Septic Form N.Y.S.D.E.C. Trustees p� Flood Permit Examined I BD ,20 Storm-Water Assessment Form e Contact: C Approved�� ,20A Mail to: Disapproved a/c Phone: Expiration 20 ® Building Inspector NOV 4 2009 APPLICATION FOR BUILDING PERMIT BLDG.DEPT. Date ��/ -( ' 20 C TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Ff).D o r- ram lzo(4 4) 4-L C. 3 14y0 So A) C, I l� 004 41 (Signature of applicant or name,if a corporation) PD 9 0-�k-7 3 i 97j4s%tV 46't oid N, (Mailing address of applicant) f i q Iq State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ®kzA)F,Q, Name of owner of premises F/D Or- T-14-6 2p(4bt„4,Q (As opAhe tax roll or latest deed) If aR ant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1-7 car? /1-/�,,✓ 12.9� � /22 /�TT /7-cle-i<_' House Number Street Hamlet County Tax Map No. 1000 Section -V`Z," Lot / 7. / Subdivision a.VJ ' F led. No. ' Lot .� Ma,p_ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ��,1� C 144 t°—— C L E a(L E_D b. Intended use and occupancy A A)K 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work f:6 U-flda=�k r1 6 (Description) 4. Estimated Cost L ®o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units IV % Number of dwelling units on each floor W,,{1 If garage, number of cars ,'l ,4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1901 r)K 7. Dimensions of existing structures, if any: Front /1/14 Rear Depth _ Height Number of Stories ° G S` Dimensions of same structure with alterations or additions: Front Rear ;', Depth Height Number of 'fo'&synn n Air,Lf 8. Dimensions of entire new construction: Front go Rear 0 41 S= S" Height Number of Stories 0 9. Size of lot: Front P 673 � Rear Depth 3 4/5— 10. Date of Purchase 0-0ti0 '7 Name of Former Owner /'7v a 0 r✓�7 11. Zone or use district in which premises are situated 13 — le yy 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ANO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises C-A 01-'iH�,�l4a_Address �� �� �3��/t9 3 Phone No. 4/-,7 7 /Name of Architect WA-MGS Di kace-A Address L,tiJ-4 1-/a Alp'10 Phone No 7J 7 - % Name of Contractor t11Vk-1✓v&V4) 4S a— Address Phone No. f 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Scj� rx.K) /�c1PrG� M- lyey A)'!5- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, - - -' (S)He is the / A"1'1'4 G-s N G pA 2 i itJ� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the marmer set forth in the application filed therewith. Sworn to before me this C4day of ILSOc) 20 Nota Public DANIEL C. MOORS Signature of Applicant �' Notary Public,State of New York No. 02-MO6052771 ®ualified in Suffolk County �� Commission Expires December 26,20 7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DI,PARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y.S.D E.0 Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: 6 V 0 cd Disapproved a/c t,1 i L L C, C i,, ZJ z Phone: �1 7 — Q.S L/ Expiration ,20 np Building Inspector D E C v ICATION FOR BUILDING PERMIT DEC 9 2009 Date 1 Ct , 20_Q CC_ INSTRUCTIONS a. his applic$�p {�t�e complet ly filled in by typewriter or in ink and submBLD itted to the Building In with 4 sets of plat pan o sca e. ee according to schedule. ,b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if A corporation) o C__3 oxo 31 CVA--.S i y A-2 ry of (Mailing address of applicant) I /R 3I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or-builder C t_J ►i rz-2 Name of owner of premises D O r T- -6. 9--p A-D Llr✓D S-0"1 e t r y �L A �0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer . tW 4-al A G r nJGp✓1-2F AIAY4t (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: it 7 00 614• p-r(,J rz-o P,-0 ►4 r�- r CSC House Number Street Hamlet County Tax Map No. 1000 Section Biock 03 -" Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed consTrdd%ion: a. Existing use and occupancy i/A-c-AW b. Intended use and occupancy Q r� ai tL 3. Nature of work (check which applicable): New Building c/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 9 ov v ac"2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _ Number of dwelling units on each floor If garage, number of cars AZA 6. If business, commercial or mixed occupancy, specify nature and exttent of each type of use. A 7. Dimensions of existing structures, if any: Front A/ Rear /I/ Depth /!//@- Height n/ A- Number of Stories A!/A • Dimensions of same structure with alterations or additions: Front /VA i ;Rear 111A Depth Height "L/ Number of Stories' -.- 8. Dimensions of entire new construction: Front Rear Height Number of Stories �_, 9. Size of lot: Front /61 `� / Rear 1 9— f Depth 1 3'� l� - �r /�2��vrl.c °-4r-_ SNE}a/�' 0+�� 10. Date of Purchase V A-tEc ov Name of Former Owner IK P-Z/ ) 11. Zone or use district in which premises are situated 8 • / -r ;r-f A . - 14 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �' k '- p/1"'"d/)-t 13. Will lot be re-graded? YES ---' NO Will excess fill be removed from premises? YES NO 4-- 14. Names of Owner of premises Address Phone No. Name of Architect J 4o4- 1 DW5 I-Vc l9 %QA Address ka wJOA- 1-4 —Ad i Phone No '7a- 7­ / & // Name of Contractor Address `✓�7- 4,UCA ° Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSJ.roc-r 14 r•r-.r/ /ii being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /Y,4,'V,4 e-yc /�q <<✓ 0 r &'1/0 0":! 7`lf�L ��✓�Q 6.G.L (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this CZ day of 20491? 6V111 ff k-,-/ �a waoap sai! pal ulano tuo0 koic� C Nota ubli J /4uno0 �11)A u! pa!}i,lenp LLLZ9090W'ZO oN Signature of Applicant )IjokmGN 10 `o!!gnd��loN ABNOOW'0"IBIN'da TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802.' Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. T tees Examined ,20 Conta : Approved ,20 Mai o Disapproved a/c 0" QA_?0a Phone: Expiration ,20 1 .' ,PPLICATION FOR BUILDING PERMIT i DEC 2 8 2006 Date D �- , 20 D(_. 01. ,; '?L ,;;%L�`L INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting th , ' property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. &a[4_ �` /Zan f✓1 W ilR��.;� ��nr✓Gtr r (Signature of applicant or name,if a corporation) 13✓tr=�'Ur{.a/ ;�,'l2�cw :-G, a 0/1v�-, 70 � (Mailing address of applicant) 114A-F-T'I r /Ce A/� rr��� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises A L9 7- 1-,1 � Civ i32r-�va���� ���✓�y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. )��,�_( -VOL Electricians License No. Other Trade's License No. ja,a y�` ��� 1. Location of land on which proposed work will be done: //S'ZW //G 00 r/a cy IV,4,,✓1/ O 641-C d f IM 14 7-7 r 77v e,*-' House Number Street Hamlet County Tax Map No. 1000 Section a Block &)3 Subdivision Filed Map No. (Name) �._.. ' ,1_y%a:.,Fr:�r•:.. ,.3' r:r., 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy L - , t-0 o-41•c6 - (26-Ji �-- b. Intended use and occupancC_ w `') 0",(, ", Vt) v 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units IV i4— Number of dwelling units on each floor If garage, number of cars /V7+ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. de 0 ? -J i7 l-fA-vu A w}v (- E () J i=r f 4' (L 7. Dimensions of existing structures, if any: Front 1/14yto,)=j Rear (/r9 z-VJ-' Depth c1A'>�-Je Height c,/✓' l� &14 Number of Stories !lam �>J A t,L, -r-v r3,e- •,2.r�Yu�,-� Dimensions of same structure with alterations or additions: Front "k) R-- Rear Depth A) -14 Height /V Number of Stories ti�Iq 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front i t 4- Rear 917 — Depth '53 � 10. Date of Purchase '"i- (r et 6-','v0c.!Name of Former Owner 04-sS O- 11. Zone or use district in which premises are situated A— Q 'i— e L4 u - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Y, NO NWill lot be re-graded? YES A NO Will excess fill be removed from premises? YES NO X /!�lFvfl6Y'19 A4 r1Ir- r2alAu/) 17e=(2oaiF V-1312 t4 )Hy/ lJ�i�o'. �G/ , dit-lAz/ 14. Names of Owner of premises Address PO.-I o� 3 (� r Phone No. W7 7_4, c-IJ_ c s r i2.Nnor Phone No -7-) 7- r G r Name of Architect :I"-Jq � r7--C '0i=L V A�ddress ' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO /- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFYLIF�'-(� !y 4-U(L r=r �d M i!r EiG.dr1�t/ a2 0 12 r_•- V (3 r2 (5 vy)),1 v1/ 'VI'V r7 rz,/ being duly sworn, deposes and says that(sl%e is thunk (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of-&aid-ownvr_. owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the bestof his Mowledge and belief; and that the work will be performed in the manner sefforth in the application filed therewith. Sworn to before me this\ �G,2�R In- � 6, ay of IJ,FG 20061 - NotaryPub •c Signature of Applicant DANIEL C.MOONEIP Notary Public,State of New York No. 02406052771 Qualified in Suffolk CoUWi Commission Expires December 260 20.._. ✓4 kv/1 04-2S-2007 10:06 • SOUTHOLD BUILDING DEPT 1.63176S9502 NHlat1 IJTI�ULI4Y BU1LDiNPERMIT APPLICATION CHF UV4'iv OF SUCr C KI�IST Do you have or need the following,be&lre 41-10y't197 DEPARTMENT TJTOI [)WN f71AY.Y, Board of Hcaalth .._ 7UT-WTNV 11971 4 scats of Board approval lasts --- EL: (Qi31) 765-1SU2 panning 13caardapprovail y %X: (631) 765-9502 C.hcclc _ w.nolrthfork,net/Sotuthold/ PERiVIiT NO. d Septic-•-- aptic Foriu _. Tntstaes ,aruined .20 - Contact: }proved _ ,20_•__ Mail to: sapproved a/c •._ Photier •--1111. _. Building Inspector E C E E L1CATION F0kz '1�Y]IYjD1NG PFRMYT ® Date Vl4 •� •_�._ , 20 JUN 18 2010 I1vsTizuCT1<orrs Thi. application MUST be ornpi tely filled in by typewriter or in ink and submitted try the Ruilciiirg inspector with 4 as orlal nv, Ne ,accorclini;to schedule_ o premises or public stsccts or I'lut.Plait .:h n R� tion of Sot nd of buildings niy l"etn1szs•relationship to adjoiaiin�,p WN OF S TH�t9 =I'0rtnit ens, an C-n-lit, c. The work covered by this aPpllc:aiaon rrray not he comanenced before issuance of Building cl_i7F,can approval of this application,t ect on throughout the work Sue a 13uilding Permit to the applicant. Such a-p all be kept on the pwllises available for P Pur pose what so ever until the kluilding 1nspE.ctor e_No building silan be occupied or used iii whole or in part for any p :ucy,, C, -tin car occupancy. =aanac:ridmcn.tK or uthc r rc�;ul:sticairti affc c tin€the f. Every butlClirtg permit. expire ifthct�e from uCh data if no LOnning need within 12 toL 7rr g lye pet 1joilths after the date {cam all sulnce or has not been completed within 18 mon •operty have been enaetcd in 1110 itrterltrt,the Building inspector rrba�y atathorizc:,in writing, t Lc cxe t to itliticrra six rr►caratlis.Thereafter,a new permit sh:+Ii be rc e{uired. lic,sblc Taiws,Ordinatt0e4 or Al'1'LiC.ATION TS T-Y Rr?13Y MAU thold, Suffolk C:outo the.Building nty,�Ne�'y'tYork, and other app icki-1 10 hereindescribed,<)r Elle i--- -W a Building Permit . 1e uilding pane ordinance oftho'rown urSou with all Applicable laws,ordin,an0oa,1�uildtnl;code, lxrustnt; code, and regulations,and to admit egztlations, fcyr the construction of buildings, additions, or alterations car fiat removal or enio aplicant agrees try comply �� 3plic int it clsctors on premises and in building scar necessary inspections../ — .Liho Y 0 (Sibnsturc of s�p*p/licant,or name, ti u/wrpvr/tYtiori) I VVVI �ItP I M f• ntaeairt) (Matltng anu�o�r•• << •tate Whether applietitrt is owner, letisee, ag0nt, architect, enl,iraeer, general contrac:t0r, eleetricia n, plumber or btiilder ON' Jttinc of owner of Pre b� � �� ' on the tax roll or latest deed) I i cant i s a c Wpon tion, signature f dul y au hon d oftle r f� p FtrM (TTarnc and title AfqtM of Corporate olficcr)T 3uilders Licentic plumbers T,icense No. — ••- ;Iectricians License No.._• _..W. ,tlqr Trdo's�C. iceil?�NO. �,�—^y _ (�i�. (�• Z ant . .. -• -— '► �`�/���'r-�o�ro/scd Vwo 1. i�cI Iatiorl�AUd° moo, P p - iiamlet T-Tcause Numper Street n — l'4• ;filo�k Lot C:oturty'r�Map No. LUUU Section .. •-- Filed Map No. Lot Subclivisinn�. •-• _ . ..___---- (Name) i PAGE2 04-P,5-2007 10:064 SOUTHOLD BUILDINGJDEPT X6317GS9502 of premises and intended use and occupancy of proposed construction: Stato existing use Find occ upancy - s_ Existing use and occupancy b. Tntcnded use and occuPancy Addition.. Alteration •_. A Nature of work(check which applicable): New Building OthWork ._ Repair lzemoval pcxnoiition (Description) _. Estimated Cost ----' Fed (To be paid on filing this VP]ic utiorl) if dwelling, number of dwelling units— ..,_ Number or dwelling units on each floor if garage, number of cars if Imsiness, cc>mmercial or mixed occupancy, Specify nature and extent of each type of use. Dimensions or existing structures, if any: Front_ Rear Depth Height Number of Stories Rear Dimensions of same structure with nt Heighalterations or additions: FlVumber of Stories Depth •-- Rear I)imensi<.m:; cif entire naw construction: Depth Height umber of Stories ,._Depth Size c,)t'lot: Front-- Rear �. Purcli�ise Name of Former towner Date of 1. -Lone or use district in which promises are situated ruction violate any zoning law, ordinance or regulation'? YESe ? NO- 2. ) Z. Docs proposed constNO 3, will lot be re-graded?YES—•• NO ._- will excess till be removed(rain premises? 1\d�ress,,._•, _._ _Phone No. --•-- - Fhonc 4. Names or•Owncr of promises Adclresy Phone No. - Name oil`Architect Address Naitic of Contractor '••• 5 a. Is this property within 100 feet c4�ST�=s stn C rPYlZlvl l'l'S freshwater REQUIR h:U NO * IF YES, SOUTIK.)l.l� 'TC7WN TR b. Is this property within 300 last oft; tidal ullZF.n wetland? �' YNS N(:) * 1F YES, D.E.C. PER MAY BE Rl✓C? curate foundation plan and <iititances to property lines. 6. Provide survey, to scale, With ac 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ,TATr� OF NI3W YQILK) SS: O O ) -A - he is the applicant Wbeing duly sworn,deposes and says that(s) amu of individual sighing cost •act above nailed, S)1lc is 1110 (C±oritraetor, Agent, Corporate Officer, id work and to make and le �f said owner or ow-ncrs, stno)is cluly juaiorized to• truL perforin or baste performed lies kriowlccl�c and belief,and t11at file wolrk will be livi,tiun; hat all slatc111011tS concained it,this application eaplic Lure. filed therewith. �erforined is the R--t2-Incr sort forth in the application 4wom to ore Inc ilii day of Signahire of llpplicant Notary 'ub is GAIL L.WALLACE NOTARY PUBLIC,State of New York No 01 WA4843592 Qualified in Nassau County 2 Commission Expires Oct.31,20 2 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 1, 2007 TO: Daniel Mooney P.C. PO Box 702 Mattituck, NY 11952 Please take notice that your application dated December 28, 2006 For permit to construct two buildings with retail office and bank space at Location of property: 11500/11600/11700 Main Road, Mattituck County Tax Map No. 1000 - Section 122 Block 3 Lot 5.1, 17, & 1.2 Is returned herewith and disapproved on the following grounds: The proposed construction on this combined 70,796 parcel in the B,/R 40 Districts is not permitted pursuant to Article XI Section 280-50A which states "Structures shall be setback at least 100 feet from the right of way " And Article XI, Section 280-50C which states "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street " Following the proposed construction one of the two buildings (west side) will have 65 linear feet of frontage on Main Road the same building will be +/- 60 feet from the Main Road and the other(east side) will be 64 feet from Main Road In addition, the proposed construction is not permitted pursuant to Article XI Section 280-49, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parkin and Loading Schedules incorporated into this chapter by reference with the same force and effect as if such regulations were set forth herein in full." Following the proposed construction the building on the east side of the property(bank building) will have a 12-foot single side yard setback Bulk schedule requires a single side yard setback of 25 feet Also, the proposed construction is not permitted pursuant to Article XVIII Section 280-781, which states, "Lots divided by district boundaries When a parking lot is located partly in one district and partly in another district the regulations for the district requiring the greater number of parking spaces shall apply to all of the lot Parking spaces on such a lot may be located without regard to'district lines,provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R-40 District. Site plan approval from the Southold Town Planning Board is required, pursuant to Article XXIV Section 280-127, if variances are granted. This Notice of Disapproval was issued with the understanding that the applicant is to imnjedhAely me rcels subiect to this notice. (2 14 1--� I I Authorize Sign Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, ZBA, Planning FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 1, 2007 RENEWED &AMENDED: September 13,2007 TO: Daniel Mooney P.C. PO Box 702 Mattituck,NY 11952 Please take notice that your application dated December 28, 2006 For permit to construct two buildings with retail, office and bank space at Location of property: 11500/11600/11700 Main Road, Mattituck County Tax Map No. 1000 - Section 122 Block 3 Lot 2, 5.1, 17, & 1.2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this combined 70,796 parcel in the B/R-40 Districts is not permitted pursuant to Article XVIII, Section 280-78I, which states "Lots divided by district boundaries. When a parking lot is located partly in one district and partly in another district, the regulations for the district requiring the greater number ofap rking spaces shall apply to all of the lot. Parking spaces on such a lot may be located without regard to district lines,provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R-40 District Site plan approval from the Southold Town Planning Board is required,pursuant to Article XXIV Section 280-127, if variances are granted. This Notice of Disapproval was issued with the understanding that the applicant is to immediately merge all parcels subject to this notice. This Notice of Disapproval was amended following a change in the proposed site plan to eliminate the need for a variance for side yard setback and linier frontage The most recent reviewed site plan,by James Vincent DeLuca,Architect& Nathan Taft Corwin III,Land Surve o men ed 4most 27 2007. ///�/r A ori QlraLure Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 1 ~ CC: file, ZBA, Planning FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 1, 2007 RENEWED & AMENDED: September 13,2007 AMENDED: November 19,2007 TO: Daniel Mooney P.C. PO BOX 702 Mattituck,NY 11952 Please take notice that your application dated December 28, 2006 For permit to construct two buildings with retail, office and bank space at Location of property: 11500/11600/11700 Main Road,Mattituck County Tax Map No. 1000 - Section 122 Block 3 Lot 2, 5.1, 17, & 1.2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this combined 70,796 parcel in the B/R-40 Districts is not permitted pursuant to Article XVIII, Section 280-78I, which states "Lots divided by district boundaries When a parking lot is located partly in one district and ply in another district, the regulations for the district requiring the greater number of parking spaces shall apply to all of the lot. Parking spaces on such a lot may be located without regard to district lines,provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R-40 District In addition, the proposed construction is not permitted pursuant to Article X, Section 280-49, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum single side yard setback of 25 feet. Following the proposed construction,the two-story office building will have a single side yard setback of 15 feet. Site plan approval from the Southold Town Planning Board is required,pursuant to Article XXIV Section 280-127, if variances arerannted. This Notice of Disapproval was issued with the understanding that the applicant is to immediately merge all parcels subiect to this notice. This Notice of Disapproval was amended following a change in the proposed site plan to eliminate the need for a variance for side yard setback and linier frontage. The most recent reviewed site plan, by James Vincent DeLuca,Architect& Nathan Taft Corwin III,Land Surve or ed Ai us 007. orize i ature Note to Applicant: Any change or devia ion o t ie above referenced application,may require further review by the Southold Town Building Department. CC: file, ZBA, Planning Entity Information Page 1 of 1 NYS Department of State Division of Corporations Entity Information Selected Entity Name: END OF THE ROAD LLC Selected Entity Status Information Current Entity Name: END OF THE ROAD LLC Initial DOS Filing Date: JUNE 21, 2007 County: SUFFOLK Jurisdiction: NEW YORK Entity Type: DOMESTIC LIMITED LIABILITY COMPANY Current Entity Status: ACTIVE Selected Entity Address Information DOS Process (Address to which DOS will mail process if accepted on behalf of the entity) END OF THE ROAD LLC 1 MAIDEN LANE 5TH FLOOR NEW YORK,NEW YORK, 10038 Registered Agent SPIEGEL&&UTRERA, P.A., P.C. 1 MAIDEN LANE 5TH FLOOR NEW YORK,NEW YORK, 10038 NOTE: New York State does not issue organizational identification numbers. Search Results New Search Division of Corporations, State Records and UCC Home Page NYS Department of State Home Page http://appsext8.dos.state.ny.us/corp_public/CORPSEARCH.ENTITY INFORMATION?... 06/28/2007 APPEALS BOARD MEMBERS *OF SO Mailing Address: Gerard P. Goehringer, Chairman �p� ��� Southold Town Hall 53095 Main Road • P.O. Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio,Jr. G • e Office Location: Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman- �yODUNT`I,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD t - -----.-Tel. (631) 765-1809 • Fax (631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING DATE: OCTOBER 30, 2008 ZBA# 6013 —End of the Road LLC by Daniel C. Mooney, Esq. Location of Property: 11500/11600/11700 Main Road (NYS Route 25) and John's Road (private), Mattituck CTM 122-3-17.1 (formerly 1.2, 2, 5.1 and 17) SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Planning Board as Lead Agency has issued a Negative Declaration (also insert PB Negative Declaration SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19, 2007 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's 84,142 sq. ft. parcel comprises four county tax map numbers with 164.79 ft. along Route 25 (Main Road) and 218.16 ft. along RO- W known as John's Road is improved with various existing structures as shown on survey prepared by Nathan Taft Corwin III, Land Surveyor dated 7/12/06 last updated 8/27/07. The premises are located in Business and R-40 Residential Zone Districts. BASIS OF APPLICATION: Request for Variances under Sections 280-49 and 280-78B-I, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property line, after demolition of existing buildings, and (2) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The existing buildings are proposed to be demolished. LWRP: TOWN CODE CHAPTER 95: This application is exempt under Town Code Chapter 268 (95). Page 2— October 30, 2008 ZBA# 6013—End of the Road, LLC' ` CTM No. 122-3-1.2, 2, 5.1 and 17 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 20, 2007, and a public hearing on the applicant's amended application on June 26, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant is requesting relief under Code Sections 280-49, 280-50 (A and C), and 280-78B-I, based on the Building Inspector's amended May 2, 2008 Notice of Disapproval concerning proposed construction of two buildings, with retail, office and bank space in the B-General Business Zone District. The reasons for disapproving the building permit application are: (1) a building is proposed with a single side yard of less than 25 feet and set back at less than 75 feet from the right-of-way; (2) a building is proposed at less than 75 feet from the right-of-way and will be greater than the code limitation of 60 linear feet in width; (3) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The new constriction is proposed after demolishing the existing buildings. ADDITIONAL INFORMATION: The proposed construction on this 84,142 sq. ft. parcel is in a B Business Zone District, and a portion of the proposed parking falls within the R-40 Residential Zone. The project consists of a proposed bank Building of 3,241 sq. ft., and an Office Building of 13,227 sq. ft. The proposed two-story Office Building will have a single side yard of 17.4'. The office building, as proposed, will be setback 52.5' and the Bank Building will be setback 73' from the R-0- W. The Bank Building as proposed will have 85' linear feet in width. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §2'67-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setbacks requested are greater than the setbacks of nearby buildings. The parcel to the west has a 12 ft. and a 33 ft. setback to the front right-of-way line. None of the present buildings on either side of the Main Road in close vicinity meets the code-required right-of-way or front yard setbacks. One of applicant's buildings has a zero side setback, and the plan as amended provides for a 17.4 minimum side yard setback. The new building plan is based on numerous changes made during the site plan process with both the Planning Board and Zoning Board of appeals for more conformity with the codes, and improvements resulting from demolition of four highly substandard, non-conforming buildings which also lack Town approval, for parking and site plan and lack of curb cuts for safe egress and ingress along the Main Road (NYS Route 25) in the Hamlet of Mattituck. The mixed uses that exist currently with the nonconforming buildings will be eliminated. The new parking will be an expansion to increase the Page 3— October 30, 2008 } ZBA# 6013—End of the Road,LLC CTM No. 122-3-12, 2, 5.1 and 17 number of spaces, while providing for substantial screening and landscape buffer adjacent to the boundary lines of the property, and preserving large trees. The existing buildings are approximately 16,638 square feet, based on the Assessor's gross square footage of assessment, and the total proposed square footage for the new construction will be +/- 16,468 square feet. The removal of the existing building on the site and the replacement with two new buildings under current building codes, will not cause a detriment to the immediate neighborhood. The difference of the two are so insignificant and will not create an undesirable change to the town or nearby properties. One building will be 55 feet wide which meet the code maximum limitation of 60 feet for linear footage, except that roof over the drive through brings the total linear feet to 80 feet. The roof over drive through was moved to the easterly side to lessen the impact of the lighting on John's road residences and because it is safer to have the ATM visible from the Main Road, as close to the front of the building and as far away from the residential area as is possible. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The restrictions on the property with its mixed zoning use districts do not provide for any other alternative for parking in a R-40 Zoning when it is related to the adjacent Business Zone, and that the applicant is offering as more conforming and expanded than the parking that exists. The buildings that exist are nonconforming and in disrepair. The establishment of approved access with new curb cuts at NYS Route 25, a high traffic area with a perpendicular road, is needed. The proposed construction is low-impact in its intensity, for one bank building and one office building. 3. Town Law §267-b(3)(b)(3). The variances requested herein are not substantial. The proposed setback requested is greater than the setback of nearby buildings. Also, the application is based on code nonconformities that have existed for many years with four buildings occupied at the site. The new site plan provides for location of two new buildings, and is the maximum that the Board would entertain. 4. Town Law §267-b(3)(b)(5). The difficulty has been self created. The applicant proposes to reduce the nonconformities with a new site plan and to demolish and remove many setback, parking, and other zoning code nonconformities that have existed for many years. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this mixed business and residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The application as proposed will be able to provide more safety in respect to parking, access, visual improvements, noise reduction as compared to the permitted business uses conducted at the property. In addition, the drainage system will insure that there is no runoff onto any parcel or onto John's Road (a private road). 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing new buildings on this property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4— October 30, 2008 ZBA#6013—End of the Road, LLC CTM No. 122-3-1.2, 2, 5.1 and 17 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairman Goehringer, seconded by Member Weisman, and duly carried, to GRANT as shown on site plan prepared by James V. DeLucca, R.A. last dated April 9, 2008, Sketch Site Plan dated 6/23/08, and Elevation Plan Sheets 1 and 2, dated 4/4/08, subject to the following conditions: 1. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone the remaining residential portion of the parking lot (except for handicap parking). 2. Lighting to be shielded to the ground in the parking lot. The above conditions shall be written into the building inspector's certificate of occupancy. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer, Oliva, Din1zio; imon, d,VVeisman. his Re olu n was duly adopted (5-0). O�kARD P. GOEHRINGER, AIRMAN 0/30/08 Approved for filing v CL COPY, �E�CELSIOA�'� STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. STANLEY GEE REGIONAL DIRECTOR ACTING COMMISSIONER D E C E 1E August 25, 2009 NOV 18 2009 Mr. James V.DeLucca, R.A. 12 Linda Lane East BLDG.DEPT Riverhead, NY 11901 TOWN OF SOUTHOLD Your August 14, 2009 Submission Hudson City Savings Bank Plaza NY 25, Mattituck SCTM# 1000-12200-0300-001002 &017000 Our Case No. 08-172P Dear Mr. DeLucca: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. nr An James V.DeLucca f 'August 25,2009 Page 2 of 2 All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount: 25,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631). 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: Perm 17,Perm 33,Perm 44 cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Mr. Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:ajf MAILING ADDRESS: PLANNING BOARD MEMBERS Q� SQUJ P.O.Box 1179 DONALD J.WILCENSKI �o�� y01� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G� @ 54375 State Route 25 JAMES H.RICH III '� ® �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �y40UNTV, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29, 2017 D PCIEVE DD MAR 3 0 2017 Mr. Paul Pawlowski BUILDING DEPT. P.O. Box 783 TOWN OF SOUTHOLD Mattituck, NY 11952 Re: Approved Site Plan: Hudson City Amended Located at 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection made March 8, 2017 and the submitted as-built floor plan dated February 9, 2017 and supports the issuance of a Certificate of Occupancy (CO). The as-built floor plan was provided to the Planning Board to illustrate interior changes to the approved Amended Site Plan. The changes are as follows: 1. Decrease in area of retail use on first floor; 2. Decrease in area of medical office on second floor; 3. Addition of a 4-station Personal Service,use on first floor requiring ten (10) parking spaces; 4. Addition of a 4-room Personal Service use on the second floor requiring ten (10) parking spaces. The as-built changes do not alter the number of parking stalls approved on site and will not change the overall function of the site plan; the overall parking requirement difference is zero (0). Furthermore, the Planning Board has no concern with CO's being issued for the remaining units as they become occupied consistent with the approved plans. Hudson City Amended Page Two March 29, 2017 With exception of the items detailed above, the site is now in conformance with the approved Site Plan entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised August 28, 2016. The Amended Site Plan is for the purpose of illustrating approved changes to the interior uses of the 9,500 sq. ft. building and on-site parking totals; the approved Site Plan with approval stamp dated September 16, 2009 remains in effect for all other details that are not specifically noted on the Amended Site Plan. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Town Engineer �FACE_SIDR}� 'Y STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. STANLEY GEE REGIONAL DIRECTOR ''^�+ 2 (���f ACTING COMMISSIONER V E E 0 1J August 25, 2009 D NOV 18 2009 ivlr. James V. DeLucca, R.A. 12 Linda Lane East BLDG.DEPT. Riverhead, NY 11901 TOWN OF SOUTHOLD Your August 14, 2009 Submission Hudson City Savings Bank Plaza NY 25, Mattituck SCTM# 1000-12200-0300-001002 & 017000 Our Case No. 08-172P Dear Mr. DeLucca: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. HT1 i NIr James V DeLucca 9) August 25,2009 ' Page 2 of 2 All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount: 25,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: Perm 17,Perm 33,Perm 44 cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Mr. Martin Sidor, Planning Board Chairperson,Town of Southold SAS:MDW:ajf 1 - Ii i SD�ryDl Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road G aiowut�%P.O.Box 1179 rogerrcheso015 ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Anne te, p/-,t�S - Date: t Company Name: GILD ��1,e L �rn- Name: -I�lp�-, �►- es� ; License No.: Address: 351P� C'�,ticv, g icon Nl l�� Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: G'Cup,) 4-� *Address: 1-100 "a;,n NY 114 rZ *Cross Street: �� art-F�vl �v. - *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: 3 Lot: I"7. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) , 3 Z,q0 (Please Circle All That Apply) Is job ready for inspection: YES/ Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200, 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional In€ormation: PAYMENT DUE WITH APPLICATION - if--D 82-Request for Inspecfion Foran e' _9C r fif so Town Hall Annex 54375 Main Road 4 X Telephone(631)765-1802 003 631)765- P.O.Box 1179 ro er. chert lAm c Southold,NY 11971-0959 BUILDING DEPARTA4ENT TOWN OF SOUTHOLD APPLICATION EOR_EL_E.G_TRKCjAL INSPECTION REQUESTED BY. 7—, . Date. Company Name: - I Name: License No.: Address: [Phone No.: Le JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: V *Phone No.: Permit No.: Tax Map District: '1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) mA A/ A CA( T All 47,/u 4Pr'a1/4&&1a_r (Please Cir cg All That Apply) *Is job ready for inspection: YES V NO Rough In Final 1) ':S *Do you need a Temp Certificate: PE S-CAN NO Temp Information (if needed) *Service Size: 'I Phase- 3Phase 100 -1 aW, 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: F/fflMENT DUE WITH APPLICATi CP6n n� 82-Request for Inspection Form U s Town Hall Annex > Telephone(631)765-1802 54375 Main Road cls (631)765- 5 2 P.O.Box 1179 �o roger.richerto`�vn.sout�io�d.ny.us Southold,NY 11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Anme' !�S Date: r+ r Company Name: GHQ �'l L C'vr-p" Name: , License No.: St-f 2-'S t -- r n Address: 35 Com, g e-cp n;c- l 19-Sy Phone No.: �,�l - ('52'S- JOBSITE INFORMATION: (*Indicates required information) { *Name: �' �-�.¢ D►-�.c ,-, � - *Address: t I'1 bU "a i n ! )4 rZ *Cross Street: New *Phone No.: Permit No.: Tax-Map District: 1000 Section: r7-.Z Blocic: 3 Lot: Imo. t *BRIEF DESCRIPTION OF WORK(Please Print Clearly) , (Please Circle All That Apply) Is job read for inspection: In /�V!'Y p YES/ Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: 1 Phase Whase 100 150 200 0 350 0 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION --a to %9 82-Request for Inspection Foram ' . ... .. .��.� ���y r Ictcd r P.O.Box 731 East Marion,N.Y. 11939 (631)477-9545 dcmooneY@Optonline.net James Richter May b, 2010 Town Engineer Planning Board Building Dept. Town Of Southold Main Road, Southold,New York 11971 Re:Hudson City Plaza, 122-03-17.1 Madams/Gentlemen: This will confirm that when Mr.Richter visited the above site to inspect the drainage which he approved as installed he took exception to the Nicoloc retaining wall which the plans specified be built along the southwest corner of the parcel as he believed the wall as specified might not withstand pressure from a large vehicle being that it was only about two and one half feet from the parking area. He requested that we propose an alternate solution which we did. That solution, a wall consisting of some 48 thirty seven hundred sculptured blocks has been installed inspected and approved by Mr. Richter. We would appreciate your film future. g a co PY of this letter in your file, should any question arise in the Once again, thanks to each of you for your assistance. Very1ruly yours, If 8 aniel Mooney CC. James Delucca Glenn Heidtmann 0 o�,Ty " SAY, 0 •2010 tob,�N OF•DEPT`. .. SOUTHOLO DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P O BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 August 13, 2007 dcmooney@optonhne.net Town of Southold Attention: Building Department 53095 Route 25 P.O. Box 1179 Southold,NY 11971 Re: District 1000, Section 122,,Block 3 Lots 5.1, 17, 1.2 and 02 Dear Madam/Sir: Enclosed herewith please find the following: 1. A copy of a Notice of Disapproval, dated February 1, 2007, for Lots 5.1, 17 and 1.2; 2. An application for a building permit for the above parcels and Lot OZ; 3. Three (3) copies of the proposed site plan; 4. A copy of the filing receipt for the formation of End of the Road, LLC, a New York limited liability company which is the contract vendee for Lot 02 and which will be the owner of the other lots prior to the issuance of a building permit (after site plan approval and variances, as needed); 5. A check made payable to your order; and 6. A self-addressed, stamped envelope for your convenience in returning the declination. The February 1, 2007 Notice of Disapproval noted that the original plan violated Article XI Section 280-50C by having over 60' of linear frontage on the street. This has been corrected in this site plan where on building is 60' and the other is 55'. I believe that the other variances and/or Planning Board approvals delineated in the February 1, 2007 disapproval would still be required,but I leave that to you for review. In the event you have any questions,please communicate with me. Thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney Enclosures \I DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P O BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 May 7, 2008 dcmooney@optonhne net Town of Southold Zoning Board of Appeals 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 11520-11750 Main Road, Mattituck District 1000, Section 122, Block 3, Lot 17.1 ZBA File No. 6013 Ladies and Gentlemen: Enclosed herewith please find a copy of the following: ` 1. An amended application; 2. Notice of Disapproval, dated May 2, 2008; 3. Proposed site plan with drainage; 4. Proposed lighting plan; 5. Proposed landscaping plan; 6. A radius map of the site; 7. Elevations and floor plan of the bank building; and 8. Elevations and floor plan of the office building. The amendment of the pending application is the result of the Notice of Disapproval, dated May 2, 2008, which amended the prior disapproval from the Building Department and raises some new issues. The site plan is currently being reviewed by the Planning Board, the Suffolk County Department of Health Services and the New York State Department of Transportation. A State Environmental Quality Review has been ordered by the Planning Board and paid for by the applicant. The previous application included a request to allow parking on the R40 parcel (lots 1.2 and 17) with restrictions on paving, lighting, appropriate landscaped buffers and setbacks. After consultation with the Planning Board staff, the applicant has now rearranged the parking grid to provide that no parked vehicles on the R40 parcel will face the residence on the north side of Johns Road east of this parcel and has included a 25-foot landscaped buffer along the east and south sides of the parcel which preserves some large trees. The current plan provides the required parking pursuant to the Code. Town of Southold Zoning Board of Appeals May 7, 2008 Page Two You may recall that the parcel to the west (lot 6, the sporting goods store)'is zoned."B" its entire length from the Main Road to Johns Road. The four lots delineated on the plan (5.1, 17, 1.2 and 2) have been merged and the Assessor has assigned a new lot number (17.1). Hence, the sole owner/applicant, "End of the Road LLC". F The applicant has applied for and received a demolition permit for the structures on the site from the Building Department, but has'delayed demolition pending review and, hopefully, approval of the site plan and the required variances. The fuel oil tanks have,been removed by a licensed environmental contractor and utilities disconnected from all but one of the buildings. The owner has prepared and executed a cross easement allowing the adjacent parcels access from one site to the other for vehicle traffic and utility placement. This will allow vehicles to drive from the parcels to the east and west without exiting and reentering from/to the Main Road. The December 20, 2007 hearing remains open and by agreement the time for a decision has been extended until June 20, 2008. By copy of this letter to counsel for the ZBA, the applicant agrees to have that hearing held open until July 25, 2008. While reasonable people may differ in their interpretation of the Code and its requirements, the Building Department by its latest Notice of Disapproval requires we apply for other and different variances than previously requested. Hence, the amended application. We are now requesting variances from Article XI Section 280-50A and C; 280-49; and 380-78I. With respect to the side yard variance, one of the applicant's present buildings (the warehouse) has no setback from the lot line. The site plan now moves the setback 17.4 feet from the lot line, a marked improvement from the existing setback. The prior request had been f6r" a. " 15-foot side yard. With respect to the setback from the Main Road, the parcels to the west on the Main Road respectively have a 12-foot and a 33-foot setback therefrom (cf. radius map). None of the present buildings on the site has a 75-foot setback from the road, again making the proposed plan a marked improvement from the existing. None of the buildings on the radius map on either side of'the Main Road has a 75-foot setback. Town of Southold Zoning Board of Appeals May 7, 2008 Page Three Further, the Building Department is^now requesting a variance for the.linear frontage of the bank building although the building itself is only 55 feet. However, with the roof over the drive through, the total is 80 feet: Originally, the plan placed the drive through on the south side (rear) of the building, but it was moved to the easterly side to lessen the impact of the lighting on the Johns Road residences and because it is safer to have the ATM visible from the Main Road. The ATM is-as close to the -front of the building and as far away, from the residential area as is, possible. The project has been presented to the ArchitQctural Review Board which has 'given its approval with several minor recommendations to the Planning Board. That Board-has not yet advised the applicant if it will require changes in accord with those recommendations. Finally and solely for your "information,'we are seeking estimates from several solar power providers and believe that due to the southwest placement of the office building that the 'roof on the side by the sporting goods store will be appropriate for the placement of a grid of collectors which will provide 40,000± KW's of electric power to the project and make this "green". I would be remiss if we did not thank the Board for the time it has spent reviewing this and the prior application and look forward to a formal presentation of the amended application necessitated-by the May Z, 2008 letter of disapproval. Thank you for your,courtesy. Very truly yours, Daniel C. Mooney DCM:nm Enclosures c: Southold Town Planning Board Kieran Corcoran, Esq. 4 _ ]L _ DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P O BOX 702 1I MATTITUCK, NY 11952 (631) 298-1100 May 8, 2008 FAX (631) 298-4998 Hand Delivered danooney@optonhne.net Town of Southold Building Dept. 53095 Route 25,P.O. Box 1179 Southold,NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA Notice of Disapproval, dated May 2, 2008 District 1000, Section 122,Block 3, Lot 17.001 Dear Madam/Sir: I am in receipt of the above-referenced Notice of Disapproval. In order to bring some finality to this project - either approval or disapproval - I have submitted an amended application to the ZBA and I enclose a copy of my cover letter to them for your information. Perhaps that letter will provide you with the basis for my frustration. My questions are simply the following: 1. If we had already applied for a 15-foot side yard variance (where there is none now),why does one have to reapply for a side yard of 17.5 feet? 2. The November 19, 2007 disapproval did not mention the need for a variance for linear foot frontage of the bank building or the setback from the Main Road. We did apply for the variances needed pursuant to that November 19th disapproval and a hearing was held on December 20, 2007. While I may becoming a little paranoid, I am getting the impression that this Town does not want this project to go forward. I hope I am wrong. If I am correct, I would appreciate someone telling me now. The applicant (an LLC comprised of my wife and three children) has literally spent over $1,000,000.00 putting together this parcel; is sitting with vacant buildings; paying real estate taxes in excess of$20,000.00 per year and is totally frustrated by this latest letter of disapproval especially since the issues raised could/should have been raised six months ago and been heard by the ZBA in December 2007 rather than in June 2008. Very tryW yours, DCM:nm Daniel C. Mooney Enclosure c: End of the Road LLC OF s0�ryol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 c4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 8, 2008 Daniel C. Mooney, PC PO Box 1179 Southold,NY 11971 Mr. Mooney: Regarding your letter, dated May 8,2008, with respect to a Notice of Disapproval for Hudson City Savings Bank Plaza, dated May 2, 2008 (SCTM# 1000-122-3-17.1), the amendments to the disapproval were made based on significant changes to the proposed construction since the original application was submitted. Unfortunately, these changes require the need for additional variances and a new notice of public hearing. We are sorry for any inconvenience this has caused. If you have any questions,please feel free to contact this office at(631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Da Ra lis, Examiner CC: File, ZBA J S-49FO4 Southold Town Building Department 54375 Main Road Permit#: 35166 v, Southold,New York 11971 Permit Date: 11/18/2009 D 4V (631)765-1802 Expiration Date: 5/18/2011 Parcel ID: 122.-3-17.1 BUILDING PERMIT RENEWAL LETTER Dated: 12/16/2011 Applicant: MATTITUCK DEVELOPMENT CORP. Location: 725 JOHNS ROAD, Work Description: FOUNDATION CONSTRUCT FOUNDATION ONLY OF THE BANK BLDG., PER ZBA#6013, SITE PLAN APPROVAL AND AMENDED TO INCLUDE NEW BUILDING PER PLANS OF 12/12/10 A FEE OF $563.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MATTITUCK DEVELOPMENT CORP.' Address: C/O GOGGINS &PALUMBO P.O. BOX 65 MATTITUCK,NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 November , 2007 danooney@optonhne.net Town of Southold Building Dept. 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA Application for Disapproval 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Madam/Sir: After consultation with the Planning Department and conversations with the New York State DOT about the above-referenced project, it was decided that in the interest of safety the proposed curb cut (driveway) for the project be moved to align with Pacific Street on the north side of the Main Road. To accommodate this revision, there were several other changes to the plan which I would like to bring to your attention: 1. The setback on the southeasterly side of the site now provides for a 25 ft. side yard setback with the adjacent residential parcel. 2. The location of the two signs are shown on the site plan (since we will need a variance for the second sign). 3. The office building has been reduced in square footage, but moved closer to the westerly boundary to accommodate the new curb cut referred to supra. Since we will be less than 25 ft. from the westerly boundary, we will need a side yard variance for this. Currently, we have applied for a variance for the use of the R-40 parcels for parking. This application is on the ZBA calendar for December 20, 2007. We would like all variance applications heard on December 20th. In order to do so, we need a Notice of Disapproval before November 26, 2007 since this is the last date the ZBA office can schedule the December 20th hearings. Hopefully,you can oblige in this regard. Thank you for your anticipated courtesy and cooperation. Very ly yo s, 6 DCM:nm Daniel C. oney �� NOTIFIER® Power . .q uirements by Honeywell NFW2-100 Fire Alarm Control Panel Protected Premises: CAPITAL ONE BANK Date: Address: 11700 MAIN ROAD City: MATTITUCK State: NY Zip: 11952 Prepared By: AFA PROTECTIVE SYSTEMS Phone: Address: 155 MICHAEL DRIVE Email: MERIKSEN C AFAP COM City: SYOSSET State: NY Zip: 11791 AC Branch Current Requirements 3.00 AMPS @ 120 VAC Current required by source to power the fire alarm system. Primary Standby Load 0.15 Amps Current load on the primary power supply during non-alarm conditions. Primary Alarm Load 1.32 Amps Current load on the primary power supply during alarm conditions. Secondary Load Requirements 8.06 Amp Hours Total Secondary Load from the calculation table below. Current ■ • Total Secondary Standby Load Required Standby Time 0.274 A x 24 hours 6.58 Secondary Alarm Load Required Alarm Time hours 1.595 A x 0.084 hours 0.13 Total Secondary Load - 6.71 Derating factor x 1.2 Secondary Load Requirements 8.06 AH Battery Selection 12 Amp Hours Select batteries from the list below. 12 AH BAT-12120 Battery(12'volt) r Two r Four(two 12VDC sets in parallel) D JUL 2 8 2017 BUMDYNG DEPT. TOWN OP SOUTHOLD Page 1 of 2 Battery Distribution Chart Shows amp-hour distribution of your selections SecondaryAlarm Load 1% ©Spare Battery Capacity n; �. II Secondary Standby Load aSecondaryAlarm Load 33%, Secondary Standby Load 66% Comments 1. Batteries will fit in the FACP cabinet 2 Selected battery size meets secondary load requirements. 3 The selected batteries(12AH)are within the charger range of this power supply(7-18AH). Spare Battery Capacity 394 Battery Selection AH -Secondary Load Requirements AH Secondary S andby Load 790 Secondary Standby Load AH *Derating Factor Secondary Alarm Load 016 Secondary Alarm Load AH *Derating Factor Page 2 of 2 �� NOTIFIER Device D raw fsy Honeywell NFW2-100 Fire Alarm Control Panel Quantity x[device current draw]=total current draw per device(in amps) Part Number Qty Primary Non-Alarm Primary Alarm Se�ondary Non-Alarm Main Circuit Board 1 x[0 00000]=0 00000 x[0.00000]=0.00000 x 10 14500]=0.14500 P2R75 3 x[0 00000]=0.00000 x[0.17600]=0.52800 x[0.00000]=0 00000 SR30 3 x[0.00000]=0.00000 x[0.09400]=0 28200 x[0.00000]=0.00000 N-ANN-80 1 x[0 03700]=0 03700 x[0 04000]=0.04000 x[0.01500]=0.01500 NP-100 33 x[0.00030]=0.00990 x[0 00000]=0.00000 x[0 00030]=0.00990 NH-100 3 x[0.00030]=0 00090 x[0 00000]=0.00000 x[0 00030]=0.00090 NBG-12LX 3 x[0.00038]=0 00113 x[0 00000]=0.00000 x[0.00038]=0 00113 DNR 2 x[0.00000]=0.00000 x[0.00000]=0.00000 x[0 000001=0 00000 RA10OZ 2 x[0.00000]=0 00000 x[0 000001=0.00000 x[0 00000]=0 00000 FRM-1 2 x[0.00026]=0 00051 x[0 00000]=0.00000 x[0.00026]=0.00051 C01224T 5 x[0.02000]=0.10000 x[0 00000]=0 00000 x[0.02000]=0.10000 NMM-100 5 x[0.00035]=0.00175 x[0.000001=0 00000 x[0 00035]=0.00175 Max Alarm Draw-All Addressable Device 1 I x[0.00000]=0.00000 x[0.40000]=0.40000 x[0.00000]=0.00000 MR-201/CR 2 x[0 00000]=0 00000 x[0 03500]=0 07000 x[0.00000]=0.00000 Total(Amperes):i 0.1512 A 1.3200 A 0.2742 A Part Number Qty .. Total Primary Alarm Load-C2 1 x[1.32000]=1.32000 Main Circuit Board 1 x[0.27500]=0.27500 Total(Amperes):I 1.5950 A Job Truss Truss Type Qty Ply Hudson City Bank 73668782 J100307 Tot GABLE 2 1 Job Reference(optional p Tdanple Buckling Products,Medford,NY 11783 7.220 s Feb 182010 Mriek Industries,Inc.Mon Mar 1511.46:18 2010 Page 1 17-11-9 27-6.0 37-0.7 55-0-0 17-11-9 9.6-7 9-rr7 17-11-9 Scale=1:92.9 5x6 i 3x6= 5x6 Q 7.00 12 13 14 15 16 17 1S 19 20 21 22 23 24 25 26 27 2831 30 32 12 33 11 34 10 35 9 36 5x6 6 37 G 7 38 6 1 39 5x6 5 4D 4 41 3 42 2 43 1 44 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 Si 50 49 48 47 46 45 - 4x6 4 Sire = 5x6 WB= 4x6 5x8 WB= a , 5 Plate Offsets 5:0.3-0 0-3-0 14:0-3-00-0-4 31.03.0 0-0-4 400-3-00-3-0 54.0-30 0-0-4 65 0-3-0 0-3-06:0-3-00-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRiP TCLL 31.5 Plates Increase 1.15 TC 0.12 Vert(LL) n/a - n1a 999 MT20 197/144 TCDL ` 10.0 Lumber Increase 1.15 Be 0.05 Verl( ) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(fL) 0.02 44 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:439 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purllns;except BOT CHORD 2 X 4 SPP No.2 2-0-0 oc purlins(6-0-0 max.):1431. OTHERS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 23-65.22-66,21-67,2G-68,18-69,17-70, Ir),-71.15-72,13-73,12-74,24-r>4,25-63. 2632,27-61,28-00,29-59,30-58,32-57, 3356 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,N accordance with Stabilizer REACTIONS All bearings 554)-0. Installationuide. (lb)- Max Hoa 1=320(LC 9) Max Uplift All uplift 100 lb or less at joint(s)65,66,67,68,69,70,71,72,73,74, 75,77,78,79,80,81,82,83,84,85,64,63,62,61,1,44,60,59,57,56, 55,53,52,51,50,49,48,47,46,45 Max Grav All reactions 250 Ib or less at joints)65,68,67,68,69,70,71,72,73, 74,75,77,78,79,80,81,82,83,84,85,64,63,62,61,1,44,60,59,58, 57,56,55,53,52,51,50,49,48,47,46,45 D Y FORCES (lb)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 1-2-2541264,11-12-117M4,12-13-1041337,13-14-85/361.31-3275/361, 3233=-66/337,3334-51=84,14-15=69/342,1516=69/342,16-17-69/342, 17-18-69/342,18-19-69!342,19-20=-69/342,20-21=69/342,21-22=-69/342, 22-23-691342,23-24-69/342,24-25-69/342,25.26=69/342,26.27-69/342, 27-289/342,28.29-69/342,29-30=69/342,3031=-69/342 N r,, NOTES 0� Ery y 1)Unbalanced roof live bads have been considered for this design. �Q- O�p.S A. 14 0 2)Wind:ASCE 7-02;12Omph;TCDL=6.Opst BCDL=6.Opsf;h=35ft;B=120ft;L=55ft;eave=2ft;Cat 11;Exp B;enclosed;MWFRS(all heights) and C-C Exterfor(2)zone;cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 r ---' 3)Truss d.lgned for wind loads to the-plane of the truss only, For studs expa5ed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSUTPI 1. c W- 4)"TCLL:ASCE 7-02;Pr--31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=varies(min.roof 2 snow--17.4 psf Lumber DOL=1.15 Plate DOL=1.15)see-load cases;Category 11;Exp B;Partially Exp.;Ct=1 5)Roof design Snow load has been reduced to account for slope. - �� 0>7357-, 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. 1),�7 V AROpES S1oNP 8)All plates are 2x4 MT20 unless otherwise indicated. ® 9)Gable requires continuous bottom chord bearing. March 15,201 lContinued ®WARNING"Very desigA par ndere and READ ALUM Orf 7WSAA D r YMMED ffi - GB , ten.10 108 aBFGRB US& �' Design vard for use only with MTek connectors.This design Is based only upon parameters shown and Is for an Individual building Component. Applicability of design paramentess and proper Incorporation of component is responsibility of building designer-not fry & ss designer. acing shown �p Is for lateral suppat of kdlvldual web members only Additional temporary brach!©fo Fssure stability Burin corsstruc,bn b the resporssbilllty of the rwriTek• exacta:Adddiona,permanent bracing of the overall structure Is the resporuObLty of the but erseral uidarsae regarding fabdcatlom quality control storage,derivery,erection and bracing,consult ANS I/iPll Gua, Big F* Compononh Pws^m Soll*Intorma8on available from Truss Plate Institute,781 N.Lee Sheet Suite 312.Ale 14 • 14515 N.Outer Forty.Suite 0300 Chesterfi M=017 AAl,. 30Zg//o - ' _011VErjVS/9",1Z o.VLy Job Truss Truss Type �tyr Ply rJob udson Cry Bank (3888792 J100307 TO1 GABLE 1 get o a Triangle euddmg Products,Medford,NY 11763 7.220 s Feb 16 2010 MRek Indusldes,Ina Mon Mar 1511:4810 2010 Papa 2 NOTES 10)Gable studs spaced at 1-4-0 0o. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)65,66,67,68,69,70,71,72,73,74,75,77,78,79,80,81,82, 83,84,85,64,63,62,61,1,44,60,59,57,56,55,53,52,51,50,49,48,47,46,45 14)This truss is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Snow.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-14=55,31-44=55,1-44--20.14-31-55 j . or- NEIN y o�p.S A.,q44990,A _r n - I v ARQP S1 March 15,201 ®WARMNG-77 deign paramdem aedREAD ARDTES ONTHISAAm IMMUDRD MTEIrRRFEREWR PAGR AIR-74173 reo.I0-b8 ERFORR USE. ��e - Design valid for use only with MBek connectors.This design Is based only upon parameters shown.and Is for an Individual building component. ' Applicability,of design poramenters and proper Incorporation of component is responsibility of building designer-not inns designer.Bracing shown B for tarot suppport of)ndivktual web member only.Additional temporary brodng tq fruure stabLty duud{nnpp corsstruclbn Is the responsibGG of the _M iTe k• erec or AdddbnaI permanent brocfng of the overall structure Is itse resporaIt Wty ofi=re the bulkikra designer.W general guidance regarding fabdcation,quality confrot storage,delivery,erection and bracing,consult ANSI/TPII quality,Warta,DSB-89 and IICSI Building Component 1y515 N.Outer Forty,Suds 8300 Safety Information avoloble from Tnus Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. 14515ChestN.Outer ld.MO oMA L owL/ In Job Truss Truss Type Qty PlyHudson City Bank T3668793 1100307 T02 Common Truss 2 1 o e o lomat Tnangle Building Products,Medford,NY 11763 7.220 s Feb 18 2010 Mrrek Industries,Ina Mon Mar 15 11:4622 2010 Page 1 62-10 17-i t-9 27-6-0 37-0.7 46.9-6 55-0-0 8.2-10 9.8-15 9$7 98-7 9.8-15 8-2.10 Scale=1.92.0 6x8 I I 2x4 II 4x8= 7.00 12 6x8 11 4 24 25 - 5 6, - 26 7 27 4x6 i 4x6 3 8 i 4x6 4x6 2 9 4 r' 1 10 d a 19 20 N 78 21 17 16 28 15 29 14 1322 12 M 23 11 d 6x8= 6x8= 5x10 i 2x6 II 4x4= 7x8= 4x4= 2x6 II 5x10� r 8.2-10 17-1 i-9 27.60 37-0-7 4s•s-6 Stn.g 62-0 9-8.15 7 9.6.7 9 8 15 8-2-10 Plate Offsets 1:0-5-0 0-2-4 4.0-4-00-" :0-4-0113.8 10:05-0 0-2-4 15:0-4-00-4 8 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 31.5 Plates increase 1.15 TC 0.77 Vert(LL) -0.42 15-16 >999 240 MT20 197/144 TCDL i0.b Lumber Increase. 1.15 BC 0.88 Vert(TL) -0.75 15-16 >873 180 BCLL 0.0 Rep Stress Inrr YES WB 0.66 Horz(TL) 0.20 11 n/a n1a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:435 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 N TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2 X 8 SYP 240OF 1.8E'Except* 2-0-0 oc purlins(3-0-3 max.):4-7. 13-15,15-17:2 X 6 SYP 240OF 1.8E BOT CHORD Rigid coling directly applied or 846-4 oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 2-16,4-15,5-15,7-15,9-14 OTHERS 2 X 6 SYP 2400E 1.8E MTek recommends that Stabilizers and required cross bracingbe LBR SCAB 1 2 X 8 SYP 240 1.8E one side Installed during truss erection,in accordance with Stabilizer 111-19-13 2 X 6 SYP 240OF E 1.8E one side Installation u'de. REACTIONS (Ib/size) 19=2278/0-5.8 (min.0-2-8),11=2278/05-8 (min.0-2-8) Max Harz 19=312(1_C 9) Max Uplift 19=-499(LC 11),11=-499(1_C 11) Max Grav 19=3045(LC 2),11=3045(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-2=59541698,2-3=-468511393,3-4=-4491/i433.4-24=-4368/1501,24-25=4387/1501, 5.25=-4387/1502,5-6=4387/1502,6-26=-4388/1502,26-27=-4388/1502,7-27=-4386/1502, Fy 7-8=-4490/1433,8.9=-468511393,9-10=5955/1698 BOT CHORD 1-19=-312/312,1-20-1348/5062,18-201348/5062,18-21=1348/5063,17-21-1348/5062, 16.17=1348/5062,16-28=-82813862,15-28=828/3862,15-29=827/3861, 14-29=-82713861,13-14-1349/5063,13-22=1 349/5063,12-22=1348/5064, 12-23=1349/5063,10-23=1349/5063 WEBS 2-18=0/539,2-16=1302/569,4-16=114/874,4-15=195/1065,5-15=793/403, 7-15=196/1067,7-14=114/875,9-14=13051570,9-12=0/539 NOTES 1)Attached 14-0-0 scab 17 to 19,front face(s)2 X 8 SYP 240OF 1.8E with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-0.8 from end at joint 19,nail row(s)at 2"o.C.for 2-2-4. OF NElti 2)Attached 14-0-0 scab 11 to 13,front face(s)2 X 8 SYP 240OF 1.8E with 2 row(s)of 10d(0.131"x3'-nails spaced 9"o.c.except:starting at 11-9-4 from end at joint 13,nail 4 row(s)at 2"o.c.for 2-2.4. �P SPS A.,q4e pp 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph;TCDL=b.Opsf;BCDL3.Opsf;h 35ft;8=120ft;L=5511;eave=7ft;CaL Il;Exp B;enclosed;MWFRS(all heights) * 1F and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)"TCLL•ASCE 7-02;pr=$1.5 psf(roof Ilia load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=varies(min.roof t f fl/ snow--17.4 psf Lumber DOL=1.15 Plate DOL=1.15)see load cases;Category Ii;Exp B;Partially Exp.;C1=1 — - - Z 6)Roof design snow load has been reduced to account for slope. 7)Unbalanced snow loads have been considered for this.design. ��7357-1 8)Provide adequate drainage to prevent water ponding. 10 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ROFES S104 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36.0 tall by 2-0-0 wide will it between the bottom chord and any other members,with BCDL=10.Opsf. March 15,201 i o a e ®WA M0 V--odealgnparnrnder..dRPdDA nMONrWSAJM[ CL1•�&D86MCRSFaREMBpAGE Lffb 7473 rev.10-"088&PORE USB. ��a Design valid for use a*with MTek conneclom This design is based only upon parameters shown.and Is for an individual building component. rP�J Applicability of design paramenters and proper kworpaolion of component Isresponsibility of budding designer-not irussdesigner.Bracing shown ■■■��.iYY�■■ is for lateratsuooartolfr>dlvidudweb mem�erson�y AddlltondtemporarybrodngtolfssurestabSlyduin6conslructionkiheresporuO�BGtyofthe Mire k• creole,Addttawl permanent brocing d the overoll structure Is the responsibility of the building designer.for general guidance regording fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quality Crtleda,D58.84 and BCSI Building Component 14515 N Outer Forty,Suite 9300 Safety Information available from Truss Plate Imtilule,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Chesterfield,MO 63017 _ - D���i✓s�orli9L oar Ly 1 Job toss Truss Type Qty Ply7[0b City Bank i 73668703 J100307 702 Common Truss 2 o o a Triangle Building Products,Medford,NY 11783 7.220s Feb 18 2010 MTek Industries.Inc.Mon Mar 1511:48:23 2010 Pape 2 NOTES 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at jolnt(s)except(jt=Ib)19=499,11=499. 12)This truss is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 13)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=55,4-7=55,7-10=55,1-19=75,1-16=20,16-28=60,28-29=20,14-29=60,10.14=20,10-11=75 C�a�pS A gZ89�'A r— n c w 077357-1 v R�FES610NP March 15,201 ®WdRNIN[}•Val/g dedga pasmrset"ondf7PAD lYUTFi,9 ON7HIS arm rHCLUDBD 1frTSKSSPBRSrfCSPdOS)VI.7473 reu.10-'OB WOJM USE '-i�e Design void for use only with MITek connectors.This design Is based only upon parameters shown.and is for on IndNkdual building component. Applicability of design paramenters and proper Inorp coratlan of component is respons b1ty of buiding designer-nthus designer.thdesigner.Bracing shown Mimi Is for lateral suaaont of individual web members only.Additional temporary bracing to Insure stabi6ty dumgconstruct on is the respomib6fity of the _M iTek� erector.Add conal permanent bracing of the overall structure Is the resporwbW of tide bung designer. or general guidance regarding fabrication. - quolitycontrol,storage•delivery,erection and bracing,consult ANSI/11`I1 QuaW CrHeda,DSg-89 and SCSI guiding Component SafelyinformaHon available from Truss Plate Institute,781 N.Lee Sheet.Suite 312 Alexandria,VA 22314. 14515 N.Outer Forty,Suite 8300 Chesterfield,MO 63017 a. k, 0 ? z���o s ` Job Truss Truss Type Qty PlyHudson city Bank o, J100307 703 ROOF TRUSS 27 1 I Job 73668784 Reference 0 to a Triangle Building Products,Medford,NY 11763 7 220 s Dec 29 2008 MTek Industries,Ina Mon Mar 151221.15 2010 Pagel 2-0-0 S_2-10 1693 19 44 35.7-12 8 2-13 46&8 55.0.0 7-0.0 0 0 8 2-10 8 6 9 2-7-1 16-38 P2-7_113 -7-1 tilt 9 8-2-10 2-0-0 Scale=1.107 3 5x12= axe II 6xB= 5x10 12 = 7.00 5x12= 5x10= 8x8 II < - 21 _ - 6 ,-22 7 8 7x6 i 7x6 3 9 0 2 10 ' itI 5x12= 20 79 18 17 is 15 14 13 12 5x12= 2x8 II 6x9 4x6=8x10= 7x8= 8x10=4x6=6x8= 24 II 16-3.8 2-7-1 8-rr9 8.2-10 Plate Offsets 2:1.0-00-1-0f3:0-3-0.0-4-81,15:0-6-4.0-2-81.r7:0-4-12.0-2-81,19-0-3-0,04-81, 10:1-0-00-1 0 15:0-3 80.4-01,[11770-3-8.0-3-12 LOADING(psi) SPACING 2-0.0 CSI DEFL in (loc) I/den Ud PLATES GRIP TCLL 31.5 Plates Increase 1.15 TC 0.74 Vert(LL) -0.45 15-17 >999 240 MT20 197/144 TCDL 111.0 Lumber Increase 1.15 BC 0.611 Vart(TL) -0.7916-17 >828 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.18 t0 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Attic -0.1915-17 1033 360 Weight:509 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2`Except• TOP CHORD Structural wood sheathing directly applied or 24-1 oc purlins,except 4-6,5.7,6-8:2 X 8 SYP 240OF 1.8E 2-0-0 oc purlins(3-10-0 max.):4-8. BOT CHORD 2 X 8 SYP 240OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at mldpt 3-18,4-18,5.17,7-15,8-14,9-14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=3072/0-5-8 (min.0-3-4),,10=3072/0-5-8 (min.03-4) Installation oulde Max Harz 2=3111(LC 8) Max Uplift2=488(LC 10),10=-488(LC 10) Max Grav 2=3902(LC 2),10=3902(LC 2) FORCES (Ib)-Max.CompJMax.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 2-3=-6469/573,3_4=5771/56o,4-6-56521559,6-21 5615/548,6-21=5632/543, 6-22=5600/534,7-22=5588/539,7-8-5654/558,8-9=5772!560,9-10--6468/573 BOT CHORD 2-20=293/5355,19-20=293/53s5,18-19-293/5355.17.18=-60/4686,16-17=57/5663, 15-16=57/5662,14-15=59/4881,13-14=293/5354,12-13=293/5354,10-12=29315355 WEBS 3-20=0/336,3.18=611/259,4-18=608/249,4-17=111/3649,5-17=1621/377, 7-15=1680/377,8.15=.117/3652,8-14=565/276,9-14=609/259,9-12=0/335 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=S.Opst BCDL=6.Opst h=35ft;B=120ft:L=55ft;eave=7ft;Cal.II;Exp S;enclosed;MWFRS(all heights); cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)"TCLL:ASCE 7-02;Pr41.5 psf(roof live load:Lumber DOL-1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=varies(min.roof snow-17.4 psf Lumber DOL-1.15 Plate DOL=1.15)see load cases;Category 11;Exp B,Partially Exp.;Ct=1 ,��QF NEW y 4)Roof design snow load has been reduced to account for slope. �P ONS A ,q e90 5)Unbalanced snow loads have been considered for this design. O 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 17.5 psf on overhangs .r non-concurrent with other live loads. * ,y 7)Provide adequate drainage to prevent water ponding. r 8)All plates are 5x8 MT20 unless otherwise Indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t LU 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the 2 bottom chord and any other members. v 11)Ceiling dead load(5.0 psf)on member(s).4-5,5.7,7-8 SOA 01735.7 12)Bottom chord live load(40.0 psi)and additional bottom chord dead load(10.0 psf)applied only to room.15-17 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 486 Ib uplift at Joint 2 and 488 Ib uplift at Joint 10. FESSIO�P 14)This truss is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LContinue March 15,201 ®WA MM:-V.fy Wg*pm.&jrea a.ITRa D NO=OMIWSAM INMUDED JUMKREFMU M PPAasff-7473 re!IO-9D9 RWORS USB. ��a 1 Design valid for use only with MRek connectom 7Ns design Is based only upon parameters shown,and b for onIndividual building component. Applicability of design gdge�sign paramenfers and proper incorporation of component b responsibility of building designer-not truss designer.Bracing shown life latera ll uji of of individual web members only.Additional temporary bracing to insure stability during construction b the responsibility of the _MIT@k' Nano/permanent bracing of the overall structure Is the resporubility of the building design".Fa general guidance regarding fabrication.quality control storage,delivery,erection and bracing,consult ANSVIIII Quality Cdtoda,DSI-69 and BCSI Building Compononf Sol*Information ovalabte from Thus pule institute.781 N.tea Street.Suite 312.Alex14515 N.Outer Forty,Suite S3o0andria,VA 22314. Chesterfield,MO 83017 o �y e r Job Truss Truss Type ply Ply Hudson cdy Bank T3888794 1 J100307 T03 ROOFTRUSS 27 i Ore ce O t0 8 Triangle Building Products,Medford,NY 11783 7.220 s Dec 29 2009 Mi rok Industries,Ina.Mon Mar 15 12.21.16 2010 Page 2 NOTES 15)Design assumes 4x2(flat orientation)purlins at Do spacing indicated,fastened to truss TC w/2-10d nails 16)Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1)Snow:Lumberincrease=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-4=-55,4-8=-65,8-11=55,2-17=20,15-17=120,10-15=20 PY )F NE�y CLQ`O�p�S A.,q�e90,A e ' LU 02-7357.1 V OFESSIONP March 1 ,201 ®W6RI9 M-V--*dWq pa..W,%raaed RPAD NOTES OMTZUSAND T! ZIMED AUTEKR:EFF E PAGE PAGRAW--7473 rev.10.108 BEFORE USE. TSujte pal ' Design varid for use only with Mitek connectors.This design Is based only upon parameters shown and Is for an individual building component Appficablity,of design parementers and proper Incorporation of component Is responsiblIfy of building designer-not truss designer.Bracing shown It for lateral suaoort of Individual web members only.Additional temporary bracing 10 insure s1oMLy dur(ng canshuatton fs the resporssb11,of the erector.Adds' permonent bracing of the overalt structure h the resporuibfty al tt{e bu0dung designer.Fw general gWdrnce regarding fabrication,9ually control,storage,delivery.erection and bracing,consult ANSI/fell Quality Criteria.DSQ•69 and tCSI Building Component ..- SafotyInlonnaBon available from Truss Plate institute,781N.Lee Street.Sulfa 312 Alexandria.VA 22314 Forty,SuAe SM 17� 3/29�,/On/�I L d NLY s Job Truss- Truss Type city Ply Hudson cfiy,Bank 73668795 J100307 704 GABLE 1 1 s nce(optional) .Triangle BuNng Products,Medford,NY 11763 7.220 s Feb 16 1010 MiTek Industries,Inc,Mon Mar 15 12-02:50 2010 Page 1 7-1O 2 14-7-12 z1-5-6 z9-3.9 7-10.2 6-9.10 s-&10 7-10.2 5x12 I I Scale=1 59.1 7 00 12 4 3x8IIknl 3x6 ix63 2 6 1 7 4x8 i 11 55 56 9 3x8 II axe d 12 2x6 1120 II 2x8 11 2x6 II 2x6 II 10 W II Zug 112x6 1I 20 11 2xe II 2x6 II 8 3x8 II 46= 2x6 II 8xa= 2x6 II 2x6 11 4x6 = 2x6 II UB 11 gxg II US II r 10.15 19-2-329-3-8 0.1-5 9-0.110-1-5 Plate Offsets 100-0-0 0.6.0 LOADING•(psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ud PLATES GRIP TCLL 1 '31.5 Plates Increase 1.15 TC 0.68 Vert(LL) -0.20 1-11 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.40 1-11 >862 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 8 n/a n1a BCDL 10.0 Code 1BC2003/TPI2002 (Matrix) Weight-239 Ib LUMBER BRACING TOP CHORD 2.X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2 X 8 SYP 240OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be OTHERS' 2 X 4 SPF No.2 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 12=1176/0.3-8 (min.0.1-8),8=117610-3-6 (min.0.1-8) Installation guide Max Hort 12=253(LC 9) Max Uplift 12=249(LC 11),8=249(LC 11) Max Grant 12=1585(LC 2),8=1585(LC 2) FORCES (lb)-Max.CompJMax.Ten.-Ail forces 250(ib)or less except when shown. TOP CHORD 1-2=27731766,2-3=24911776,3-42345/813,4-5=2345/813,5-6=2491!776, CjPV 6-7=27731766 BOT CHORD 1-12=253/253,1-11=530/2260.11-55--21211522.10-55--21211522.10,56=21211522. 9.56=212/1522,7-9=-53012260 WEBS 4-9=292/1051,6.9=-502/353,4-11=292/1051,2-11=502/353 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.Op5t BCDL--6.OpsY,h=35ft;B=120ft;L=44ft;eave=511;Cat II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)TCLL-ASCE 7-02;Pr-31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow. Lumber DOL=1.15 Plate DOL-1.15);Category 11;Exp B;Partially Exp.;Ct=1 OF NEyi, 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. ,`Q-o�p,S A.A�49 7)All plates are 2x4 MT20 unless otherwise Indicated. CO 8)Gable studs spaced at 1-4-0 oc. tt ,ti 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0.0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. n t Lit 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt-lb)12-249, - 8=249. r U, 12)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVrPI 1. SOA X77357 LOADCASE(S) Standard ���ESS04, March 15,201 ®WBRA11W•V&*design parzonctem and RFAD NOT=ON THIS dND LI CLUDED iD W REFEREWX PAGE 641.7473 r w.10•108 BEFORE USB. Design void for use only with Mifek connectors.This design Is based only upon parameters shown,and Is for an individual building component. &R� Applicability of design paramenlers and proper Incorporation of component is responsibility of building designer-not thus dastgner.Bracing shown i is for lateral support of individual web members onty Additional temporary bradng to Insure stabNty durin construction B the respontsibillity of the erecter.Addillonal permanent bracing of the overall shucture Is the responsibility of the buWng dwigner.Ta generd guidance regarding MiTek• fabrlcollor,quality control.storage,delivery,erection and bracing,consult ANS11TPIr Quality Ueda,D58.89 and SCSI Building Component 14515 N.Outer Forty,SWe Y300 Safety InformaNgn available from Tens Plate Institute.781 N.Lee Street Suite 312 Alexandria.VA 22314 Chesterfield,FAM301.7, 0.Al 3�zQ�6 1 Job Truss Truss Type Qty Ply Hudson City Bank 1 73868796 J100307 TOS common Truss 1 1 Reference otoa Triangle Building Products,Meafard,NY 11763 7.220 s Feb 16 2010 Mrrek Industries,Ina Mon Mar 15 12.02-512010 Page 1 7"142 14-7-12 21-5.8 29-38 7-142 6-9-10 6.9-10 7-142 4xS= Sema=1:54.8 7 00 12 4 3x6 3x8 3 5 2x4 \\ 2x4 2 6 1 7 4x8 4 11 13 10 14 9 48 12 8 � 4x8= 8x6= 4x8= 19-2-3 0.18 10. 0.13 10-1-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 31.5 Plates Increase 1.15 TC 0.68 Vert(LL) -0.20 1-11 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.40 1-11 >862 180 BCLL i 0.0 Rep Stress incr YES WB 0.43 Horz(TL) 0.04 8 n1a n1a BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:156 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2 X 8 SYP 240OF 1.8E BOT CHORD Rigid ceiling dlrectl i applied or 10-40 oc bracing. WEBS 2 X 4 SPF No.2 MITek recommends that Stabllizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation aulde. REACTIONS (Ib/size) 12=1177/03-8 (min.41-8),8=1177/03-8 (min.41-8) Max Hoa 12-253(LC 9) Max Uplift 12=249(LC 11),B=-249(LC 11) Max Grav 12=1586(LC 2),8=1586(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown TOP CHORD 1-2=2777/766,23=2495/776,3.4=2349/813,45=2349/813,5-6=2495!776, C®r Js-7=2777/766Inw [7 BOT CHORD 1-12=253/253,1-11=530/2263,11-13=21211524,1413=212/1524,1414=212/1524, 9-14=21211524,7-9=530/2263 WEBS 4-9=292/1053,6-9=502/353,4-11=292/1053,2-11=502/353 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.Opsf BCDL=6.0psf;h=35ft;B=12011;L=44ft;eave=5ft;CaL II;Exp B;enclosed;MWFRS(all heights) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02;Pr=31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. ���F NE y 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ►V 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit �qS a,'q�e O (0) between the bottom chord and any other members,with BCDL=IO.Opsf. �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)12=249, �� 9 8=249. * '" 9)This truss is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. (- LOAD CASE(S) Standard A t )I W - rZ SOA 0 735?-1 v R�FESS1 March 15,201 A711M=iG•Vm*dmrgn po rvarderss and READ NOTES ON 7WSdr1ID INCLr/DED JffTW REFSBENCS E FORS r1I& Design vc5d for use only with Mnek connectors This design B based only upon parameters shown,and b for an Individual building component. AppgcaWty of design paromenters and proper incorporallon of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral suppport d Individual web members only.Additional temporary bracing to yuure stabW3yrxvsgg dconsinx:lbn is flus resporu3lly of the _M iTe k• erector.Additional permanent bracing of the overdl sbuckme b the responsibli y of the building deslgner.forgeneral guMarice-regarding fobdcallori quailly control,storage,delivery,erection and bracing,consul) ANSIRPII Quality Crilaria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate k 14515 N.Outer Fort',sone e3oaChesleutilufe,761 N.Lee Street,Suite 312.Alexandria.VA 22314, 14615Nil M083017 /V - + />/Pr-1FA151011b1L (91VLy Job Truss Truss Type Qty Ply, Hudson City Bank • ' < J100307 TOB Common Truss 10 1 ob e o a 73688797 • Triangle Building Products,Medford,NY 11787 7.220 s Feb 18 2010 MiTak IndusWes,Inc,Mon Mar 151202:522010 Page 1 -2-0-0 7-b10 147-1 21-9-14 29.3-8 31-3.8 2.0-0 7-510 7-2-2 7-2-2 7-5-10 2-0-0 5x6 I I Scale=1.60 2 7.00 12 g 06 i 4x6�2x4 Iy 2x4 \\4 6 3 7 2 8 1 9 [� 7x8= 12 13 11 14 10 3X4 = 3x8 3x4= = 7x6= 9-10. 9513 9-105 LOAPIN•G(pst) SPACING 2-0.0 CSI DEFL in (loc) Uden Ud PLATES GRIP TCLL 31,5 Plates Increase 1.15 TC 0.32 Vert(LL) -0.3810-12 >910 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.5510-12 >634 180 BCLL ;0.0 • Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 8 n1a fila BCDL -10.0 Code IBC2003rrP12002 (Matrix) Weight 138 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4.41 oc pudins. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 WEDGE MITek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Left:2 X 4 SPF No.2,Right 2 X 4 SPF No.2 Installation guide. REACTIONS (Ib/s¢e) 2=1307/0-3-8 (min.0-2-4),8=130710-3-8 (min.0-2-4) Max Horz 2=277(LC 9) Max Upldt2-397(LC 11),8=-397(LC 11) Max Grav 2=1777(LC 2),8=1777(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(1b)or less except when shown. TOP CHORD 2.9=24861656,3-42187/677,45=2035/717,5-6=20351717,6.7=2187/677, 7-8=24861656 BOT CHORD 2-12 35/1972,12-13=-62/1369,11-13=6211369,11-14=6211369,10-14 2/1369, 8-1035/1972 WEBS 540=2201863,7-10=-492/352,&12-220/863.3-12=-4921352 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=120ft;L=44ft;eave=5ft;Cat.11;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02;Pr=31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. QF NS�y 6)This truss has been designed for greater of min roof Itve load of 12.0 psf or 2.00 times flat roof load of 17.5 psf on overhangs �P� ONS A.ASB O� non-concurrent with other live loads. 0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 8)'This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf. _ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=397, t- 8-397. n 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)'Standard 0;>735-7,\ 4� v "OPESSO'� March 15,201 ®WARMNG-Ya1j/gd-iga;h..dcmand REWMMSONnUSdNDINCLUDEDAUTEIrRWERBNCSPAGEhgf-7473 rev.10.108BEFORE USP. Design valid for use a*with MITek conneclom This design Is basad only upon paramelen shown.acid 4 for an Individual building component. AppficabiGly of design paramenlers and proper Incorporation of component U responsibiSty of buid'ng designer-not truss designer.Bracing shown B forlatmol support of 4 d vidualweb members only Additfond temporary brad a to Ensu a slabTily de ng corutnxtlon s the rerporulbBtlly of the M!Tek* erector.AddiPonal pennonentbrocing of the overoll sfnscture b iheresponnbiGty orIN,bu0dup desgner.For generol puldonce regarding folukalkx.quaTily control storage,de0very,e[eclidn and bracing,consul) ANSUTA puo0ty Cdsedo.051.61 and il.l BuOding Component 14515 N.Outer Forty,Suda N300 Salary InlormaBon ava0ade from Truss Plate Institute.781 N.Lee Sheet.Suite 312,Alexandria.VA 22314 Cnestarflald,M083 17 - -' f)/w1�i�/SipN/11L O�✓L�/ Job �TrussTruss Type Qty Ply 1 Hudson Ody Bank T3W87e9 J100307 PT01 GABLE 27 1 l Ob O t e Triangle Building Products,Medford,NY 11763 7.220 s Feb 16 2010 MITek Industries,Inc.Mon Mar 15 11'46.08 2010 Page 1 10-8-13 21-610 1D-8-13 ID-8-13 4x4= Scale=1.41.0 4 7.00 12 20 II 2x4 II 3 5 12 6 7 0 d 3x4- 10 11 9 12 8 3x4= 2x4 II 5x6= 2x4 II 21-5-10 21-5-10 Plate Offsets X 9.0.3-00.3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl L/d PLATES GRIP TCLL o �1.5 Plates Increase 1.15 TC 0.50 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 SC 0.23 Vert(TL) n1a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(fL) 0.00 6 n/a Na BCDL 100 Code IBC2003rrP12002 (Matrix) Weight 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer REACTIONS All bearings 21-5.10. Ingallation guide- (lb)- Max Holz 1=190(LC 9) Max Upli t All uplift 100 lb or lass at joints)except 1=202(LC 16),7=202(LC 17),2=167(!_C 11),10=197(LC 11), 6=167(LC 11).6=-197(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,7 except 2=496(LC 2),9=586(LC 2),10=625(LC 2),6=496(LC 2), 8=625(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. FIV TOP CHORD 1-2=224/256 WEBS 48=26510,3-10-475/347,5-8=-475/347 �,�✓ NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.Opsf:BCDL=6.0psf;h=35ft;B=120ft;L=4411;eave=2ft;CaL 11;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-02;Pr-31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL-1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 IF N�rY y 5)Roof design snow load has been reduced to account for slope 6)Unbalanced snow loads have been considered for this design. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 5.0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord Iive load nonconcurrent with any other live loads. 10)'This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit (- between the bottom chord and any other members,with BCDL=I O.Opsf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 202 Ib uplift at joint 1,202 lb uplift at joint 7, n Lu 167 Ib uplift at joint 2,197 Ib uplift at joint 10,167 Ib uplift at joint 6 and 197 Ib uplift at joint 8. - r 12)This truss Is designed in accordance with the 2003 Intehiatlonal Building Code section 2306.1 and referenced standard ANSIrrPI 1. CJ 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building O 077357' 4(,� designer. A LOAD CASE(S) Standard R�FES SIONP March,15,201 ®WdRNlN6-ycr(fj,/deargnparomdorsmrdREADlgp7S8ONT7IISd7mrNCLtlDSD1�IEICR6pB8E8CSPdGS'lrIb7473rev.I0-i08BSPORSr7S8. Design valid for use only with Mirek connectors.This design Is based only upon parameters shown,and is for an individual building component. ■■R"wfe Iky1§■■■t APplicabiny of design poramentenc and proper incorporation of component Is responsibility of buYdusg designer-not truss designer.Bracing shown is for lateral su port of individual web members only.Additional temporary brocing'to Insure stobOty duvsp constnsctian B the responsblGty of the M iTe k� erecta.AddiPional permanent bracing of the overdi structure is the resporuibilly of the building designer.Fof general gddame regarding fabricalk n,quality control storage,delivery,election and brad consultQuality ng• A.Alexat VA 22314.,DSg41y and BCSI Building Component 14515 N.outer Fody,Sude N3GG Sorely Inlama8on available from Truss Plate institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Chests .MO 83017 Job Truss Truss Type Qty Ply Hudson cm Bank J100307 73868780 PT02 GABLE 2 1 0 0 8 110 Triangle Building Products,McOfoN,NY 11783 7220 s FeD 18 2010 MTek IndusWes,Inc.Mon Mar 15 1148:112010 Pepe 1 9'6.7 19-0.14 9-8.7 9-8.7 4x4 = Scale=1 36.4 8 —• 7 9 7.0D 12 6 10 5 11 4 12 3 13 1 2 14 15 0 0 3x4= 27 26 25 24 23 22 21 20 19 18 17 16 3x4= E. . 3x8= 90.1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 31.5 Plates Increase 1.15 TC 0.07 Vert(LL) Na n1a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) We Na 999 BCLL I0.6 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 14 Na I n/a BCDL 10.0 Code ISC2003rrPI2002 (Matrix) Weight:79 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. OTHERS' 2 X 4 SPF No.2 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer REACTIONS All bearing§19.414. Installationuide. (lb)- Max Horz 1=-168(LC 9) Max Uplift All uplift 100 lb or less at Joints)1,15,2,22,23,14,24,25,26,27,21,20,18,17,16 — Max Grev All reactions 250 Ib or less at Joint(s)1,15,2,22,23,14,24,25,26,27,21,20,18,17,16 - ..?��� _� FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. �E\ /� � NOTES (� 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=S.OpsP BCDL=6.Opsf;h=35ft;B=120 t;L=4411;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSWTPi 1. 4)TCL:ASCE 7-02;Pr-31.5 psf(roof Ova load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. 7)All plates are 2x4 MT20 unless otherwise Indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 1-40 oc. OF NS's`y 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r Y 11)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fitS A. O between the bottom chord and any other members. q( 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,15,2,22,23,14,24, CO 25,26,27,21,20,18,17,16. 13)This truss Is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSWPI 1. i- 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. W r LOAD CASE(S) Standard �O 027357.E v 90FESS10NP March 15,201 ®WAW1M0-V.-b dee&gaparanadera=dRFA0NOn3ON1WSA=INCLUDEOiUnNREFann PdG3lUf--7473 neu.IO-ioSERFORS'f/S& Design valid for use only with Mitek connectors.This design If based a*upon parameters shown.and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members ony.Additional temporary bracing to insure stability during corvkvctkn D the rasporulb➢Gly of the WOW k� erector.Addi fond permanent broking of the overall structure h the rasponsblGty,of the building deslgner For general guidance regardingForty,supe 71300 ;.– -'-' fabrication,quality control storage,delivery,erection and tracing.consult ANSI/11`11 Quality World,DSB-89 and BCSI Building Component Safely Information available from Tnas Plate institute.781 N.Lee Streel.Suite 312 Alexandra.VA 22314. Chesterfield,14515 N.Outer er 63017 D /l �,�/2� �o oLy r yob Truss Truss Type Qty Ply 100307 PT03 GABLE 2 i Hudson City Bank 73888791 M a Triangle Building Products.Medford,NY 11763 722.-N16 2010 A'1Q Industdes•Ina Mon Mar 1S 11 46.14 2010 Pagel 9.6-7 19-0-14 9-6-7 - -- 9.6-7 40= Scale=1:36.4 4• 7.00 12 a 2x4 II 20 II 3 S 1 2 67 0 JIL d 3x4= 11 12 10 13 9 8 3x4= 2x4 I I 2x4 II 3x6= 2x4 II 19-0-14 19-0.1 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 31.5 Plates Increase 1.15 TC 0.45 Vert(LL) n/a - rl/a 999 MT20 197/144 TCDL 10,0 Lumber Increase 1.15 BC 0.17• Vert(TL) n/a - n(a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 Na) n/a BCDL 10.0 Code IB02003frPI2002 (Matrix) Weight 55 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SPFo.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SPF Nq.2 Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 19.0-14. Installation nide. (lb)- Max Hors 1=168(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)7,2,6 except 1=101(LC 9),11=190(!-C 11),8=190(1-C 11) Max Grav All reactions 250 Ib or lass st joints)1,7 except 2=253(LC 2),10=549(LC 2),11=554(LC 16),8=554(LC 17),6=253(LC 2) o FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. P\f WEBS 4-10=290/12,3-11=445/325,5-8=4451325 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.Opst BCDL=6.Opsf;h-35ft;B=120ft;L=44ft;eave=2ft;Cat.ii;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip-DOL--i.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIfrPI 1. 4)TCLL•ASCE 7-02;Pr-31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category Il;Exp B;Partially Exp.;Ct=1 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. 7)Gable requires continuous bottom chord bearing. 'A 8)Gable studs spaced at 5-0-0 00 - pF NE Y 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 10)•This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit �P Q�p,S A.q�Q between the bottom chord and any other members,with BCDL=IO.Opsf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)7,2,6 except at--lb) 1=101,11-190,8=190. r 12)This truss is designed in accordance with the 2003 International Building Code section 23061 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building t ) W designer. Z LOAD CASES) Standard � 077357' A9�FESSI0N��� March 15,201 WdRNn�.y gapcnamet -�• �gdesf err orad RBdD AiD7$S ON77flSdHD/ATCLtJ1)SD ffi7ffirRfiPSRBNC6 PdG&ffif•T473 ries.Ia•'08 BJ�'ORS US6. _ Design valid for use orgy with Mirek connectom ihls design is based only upon parameters shown,and b for an individual building component. Applicability of design paramenters and proper incorporation of component If responsibility of building designer-not truss designer.Bracing shown is forlateral suppport of individual web membeh only Additional temporary bracing 4o Insure,stability dein constriction Is the responsibOGfy of the fVl iTe k� erector.AddlllanaI permanent brining of the overall struclwe Is Iho responsibilityof thabullding designer.For generd guidance regarding a OT-e o...- faWcatbn,quality,control,storage,delivery.erection and bracing,consult ANSI11FII Quality Criteria.DSB-89 and SCSI Building Component Safety Informa8on ovagoble from inns Plate bulitute.781 N.Lee Street 14515 N.Ousel Forty,soda 9300 ChisslSuite 312 Alexandria,VA 22314. 14515 N. O 17 �o� F�✓s�Oy"t dezl Job Truss Truss Type Qty PlyHudson City Bank c T3668-Pill Vol GABLE 1 1 eferenoe(oplionall Triangle Bulking Products,Medford,NY 11763 7.220s Feb 18 2010 MTek Industries,Inc Mon Mer 1512.02.532010 Pagel 13.11-13 27-11-10 13-11-13 13-11-13 3x8 = Scala=1.52 8 5 A'3 7.00 12 7 2 8 1 g g 3x4 i 15 14 13 12 11 10 3x4\ 5x6= 27-11-10 27-11-10 Plate Offsets X 5,0-3-0 Ede 13:0-3-0 03-0 LOADING(psi) SPACING 2-0.0 CSI DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 315 Plates Increase 1.15 TC 0.20 Vert(LL) n/a - nla 999 MT20 197/144 TCDL 1100 Lumber Increase 1.15 BC 0.16 Vert(TL) rda - 0/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.23 Horz(TL) 001 9 n/a n/a BCDL 10.0 Code IBC2003lrP12002 (Matrix) Weight:96 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 MfTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installatiga guide. REACTIONS All bearings 27-11-10. (lb)- Max Horz 1=246(LC 9) Max Uplift All uplift 100 lb or less at Jolnt(s)1,12,13 except 10=138(LC 11),11=150(LC 11),15=138(1_C 11), 14-150(LC 11) Max Grav All reactions 250 Ib or less at Joint(s)1,9 except 10=416(LC 2),11=499(LC 16),12=542(LC 2),15=416(LC 2),14-499(LC 15),13=542(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 1-2=293/148,6 9=294!115 ' BOT CHORD 1-15=103/294,1415=103/294,13-14=103/294,12-13=103/295,11-12=103/295, 10-11=103/295,9-10=1031295 WEBS 8-10=330/231,7-11=-342/263,6-12=292/152,2-15=330/231,3-14=-3421263, 4-13=292/152 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph,TCDL=6.Opst BCDL-6.Opsf;h-35ft;B=12011;L=44ft;eave=5ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 3)TCLL•ASCE 7.02;Pr-31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: ���F �E�y Lumber DOL-1.15 Plate DOL-1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope, t`T�. 0PS A.,q4"q. 5)Unbalanced snow loads have been considered for this design. r�,/ 6)All plates are 2x4 MT20 unless otherwise indicated. .r0 7)Gable requires continuous bottom chord bearing. 1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r- 9)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. n 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,12,13 except()t=1b) 10=138,11=150,15=138.14--150. rJ} 11)This truss Is designed 1n accordance with the 2003 Intemational Building Code section 2306.1 and referenced standard ANSUTPI 1. �O O77357 LOADCASE(S) Standard AAOFESSIO14 March 15,201 ®W"DMi-V&*dmlitA parmnders ms f)=D MrW OJVMMAW MCLEMED IaTWMWERMIC11 PAGE MI-7473 reu.IWOB BBFORB USPI �• Design valid for use only with Mlfek cormcfors.Thts design is based only upon parameters shown.and Is for on Individual buBding component. Applicability of design paromentens m and proper Incorporation of component B respotbiRty of building designer-not in=dosigner,&acing shown Is for lateral suppori of Individual web members ants• Additional temporary bracing to,4sure stability duun0 responsibility Is the of the M iTek' erector.Addilfonal permanent bracing of the overall stn k" b the responsbilltyof the building designer.Forgenerol guidance regarding fabrication.quality control storage,delivery,erection and bracing,corsuit ANSVFPll Quatity Criteria.DSB-89 and BCSI Building Component 14515 N.Outer Forbf,Suite#3D0 Salety Information ovalloble from Thus Plole Institute.781 N Lee Sheet.Sutie 312,Alexandda.VA 22314 Chesterfield,MO o. o Job Truss Truss TypeOty Ply Hudson Chy Bank T3asar99 1100307. V02 GABLE 1 1 Job Reference(ootionall Triangle Building Products,MedfoN,PIY 11763 7220 s Feb 16 2019 Mlrek Industries,Inc Mon Mer 1512 02 55 2010 Page 1 11-11-13 2311-10 11-11-13 11-11-13 4x6= - Scale=146 0 4 7.00 12 2x4 II 2x4 II 3 5 2x4 II 2x4 II 2 6 g 1181 rt::h 7 X q 0 3x4 � 3x4 . 12 11 10 9 8 \ " 20 II 2x4 II 5x6- 2x4 II 2x4 II 23-11-10 23-11-10 Plate Offsets X 10.0.3-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 131.5 Plates Increase 1.15 TC 0.20 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.17 Vert(TL) n1a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 7 n1a n1a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:78 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 SPF No.2 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation culde. REACTIONS All bearings 23-11-10. (Ib)- Max Horz 1=209(LC 9) Max Upldt All uplift 100 Ib or less at Joint(s)1 except 8=143(1_C 11),9=134(LC 11),12=143(!_C 11),11=134(LC 11) Max Grav All reactions 250 Ib or less at Jolnt(s)1,7 except 10=552(LC 2),8=419(LC 2),9=504(LC 16),12=419(LC 2),11=5D4(LC 15) FORCES (Ib)-Max.CcmpJMax.Ten.-All forces 250(lb)or less except when shown. LI�� y WEBS 4-10=287/0,6-8=332/237,5-9=350/242,2-12=332/237,3-11=-WO/242 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02:120mph;TCDL=6.Opst;BCDL=6.Opsf',h=35ft;B=12011;L=44ft;eave=511;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Fxtedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02;Pr-31.5 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��OF NEW y 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tell by 240.0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable cf withstanding 100 Ib uplift st Joints)1 except Qt=lb)8=143, �P Opp S A. q�e 9=134,12=143,11=134. 9)Non Standard bearing condition. Review required. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t' LOAD CASE(S) Standard Lu �4A 077357.1 4? v 9�FESS1oNP March 15,201 ®WARAW -9wih dmige panamate atnd RPM NOTSS ON 77OS AM DCLEMED WIFCREFEREWU PAG9)6f-7473 ry .10'08 MWORE USE. Design valid for use only with MRek connectors.This design Is based a*upon parameters shown and h for an Individual building component. Applicability of design poramenters and properincorporatbn of component Is responsibility,of building designer-not truss designer.Bracing shown Is for lateral suVp of kx1ividual web members any Additional temporary bracing to'insure slabibly during_conshuctbn is the responsbillity of the M!Tek- erector.Addihonat permanent broeing W Pse overallshuetwe Is the responsrbirityof the bWldlne designer. er generd guidance regarding fabricatxxt quality,conboL storage,delivery,erection and bracing,consul) ANShf rPl l Quality Cdloda•DSB-89 and SCSI Building Component 14515 N.Outer Forty.Sulle#300 Safely Informason available from True Plate Institute,781 N.Lee Sheet Suite 312.Alexandria,VA 22314. Chaste 017 0,/ 3 �o r Job Truss Truss Type qty I Ply Hudson City Bank J100307 V03 GABLE i 1 T366880D Job Reference foptlQnall Triangle Building Products,Medford,NY 11763 7220 s Feb 16 201 D MiTek Industries,Ina Mon Mer 1512.02 56 2010 Pagel 9-11-13 18.11-10 9-11-13 9-11-13 3x6= Scale=1:38 3 4 2x4 11 2x4 II 3 5 7.00 12 2x4 II 2x4 II 2 e 1 7 3x4 12 11 10 g g 3x4 20 11 3X6= 2x4 11 2x4 11 2x4 11 _19-11-10 1-10 Plate offsets(X.Y): r4.0.3-O.Edaet LOADING,(pst) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 3115 Plates Increase 1.15 TC 0.28 Vert(LL) r9a - n/a 999 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.16 Vert(rQ nla - n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2003rTP12002 (Matrix) Weight:61 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 19.11-10. lagallatign guide- (lb)- Max Horz 1=173(LC 9) Max Upldt All uplift 100 lb or less at joints)except 8=151(LC 11),9=100(LC 11),12=15l(LC 11),10-100(LC 11) Max Grav All reactions 250 Ib or less at Joint(s)1,7 except 8=425(LC 16),9=455(LC 2),12=425(LC 15), 10=455(LC 2) a'�' Fly FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 6-8=355/264,5-9=2831195,2-12=355/264,3-10=283/195 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120rnph;TCDL=6.OpsF,BCDL=6.0psf:h=35ft;B=120ft:L=44ft;eave=5ft;Cat.11;Exp B;enclosed;MWFRS(all heights) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02:Pr-31.5 psf(roof five load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 par(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)Gable requires continuous bottom chord bearing. ��()f N EYY y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fitO�P 8 A. Q between the bottom chord and any other members,with BCDL=10.Opsf. �P Ate 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at Joint 8,100 Ib uplift at Joint 9, 151 Ib uplift at joint 12 and 100 Ib uplift at joint 10. 10)This truss is designed In accordance with the 2003 Intemational Building Code section 2306.1 and referenced standard ANSVTPI 1. r- LOAD CASE(S) Standard n ) W FQ 077357.1 �? v AR°PIES sI March 15.201 ®WA-M-Vml fp dnrgrs parvanetas awdRFdD N077ss ON 7S(7Sdr1D RYTLtR)SD ffiTSN:RSFSRErR:S P3GB NR-7473 ecu.10-108 SSFORS USS, i• Design valid for use only with Mitek connectors.This design Is based only upon parameters shown.and is foran IndNidual building component Appl cablGty of design paramenters and proper incorporation of component Is responsibikty of building designer-not truss designer.Bracing shown pp� k for lateral support of Individual web members ony.Additional temporary bracing to Insure stability during construetfon Is the resporumVOty,of the r V 11T13 k� erector.Addi anal permanent bracing of the overall structure Is Jho responsibility of the building designer.Par generd guidonco regarding _ - fobrication,quality control,storage,delivery,erection and brocing,consult ANSI/iFil Quality Ciffedo,DSI-69 and BCSI IuDding Component 14515 N.Outer Forty,supe 0300 Warty Inlormailon a liable from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. r:heslerfiaW,MO 0 s, Job Truss Truss Type Qty Ply Hudson City Bank -J100307 VO4 GABLE 1 1 73868001 O Reference(optional Triangle Building Products,Medford,NY 11763 7 220 s Feb 16 2010 Mrrek Industries,Inc.Mon Mar 15 12.0237 201 D Page 1 7-11-13 15-11-10 7-11-13 7-11-13 4x4= Scale=1:30 9 3 7.00 12 2xa II 2x4 II 2 4 1 5 -d 3x4 i 8 7 6 3x4 N 2x4 II 2x4 II 2x4 II 15-11-10 15-111-110 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 31.5 Plates Increase 1.15 TO 0.33 Vert(LL) n/a - n1a 999 MT20 197/144 TCbL 10.9 Lumber Increase 1.15 BC 0.13 Vert(TL) Na - n1a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(Q 0.00 5 n/a n/a BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:47 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD•2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. OTHERS 2 X 4 SPF No.2 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer REACTIONS All bearings 15-11-10. Installation guide. (lb)- Max Horz 1=137(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=166(LC 11),8=166(LC 11) Max Grav All reactions 250111 or less at joints)1,5 except 7=305(LC 2),6=473(LC 2),8=473(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. COPY WEBS 4-6=389/288,2-8=-W9/288 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02:120mph;TCDL-6.Opsf;BCDL=6.0psf:h=35ft;B=120ft;L=44ft;eave=5ft;Cat.II;Exp B;enclosed-MWFRS(all heights) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and fight exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02;Pr=31.5 psf(roof live load:Lumber DOL-1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Ropf design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)Gable requires conflnuous bottom chord bearing. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 8)•This truss has been designed for a live Iliad of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the-bottom chord and any other members. ! OF NE y 9)Prro'iddee mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except(jt=111)6=166 P PS A.,q O 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � Ee *C� LOAD CASE(S) Standard r_- 0>7357"% v A'Q()Pes SIONP March 15,201 11 ®WdRPIDYf' 9e des;2h pammetere a if i WAD NOTF 8 ONTWS AM INCLUDED JUTEfrR&PaWWX PArR MIF7473 sru.10•'08 MPOR6 r1SS. e Design valid for use only with Wait:connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design porasnentan and proper Incorporation of component Is responsibility of buUdng designer-not taus designer.Bracing stsown b for latera!supppport of Individual web members only.Additional temporary bracing to Insure stability during eorsstruefbn Is the resporssibTgty of the erector.Addiliend pennarent bracing of are overall slnrcture Is the respommirdy of the building designer,Fargeneral guidance regarding fabrication,quality contiot storage,delivery,erection and bracing,consult ANSI/fPlt Quality Criteria,DS0-89 and SCSI Su0ding Component 14515 N.Outer Forty Suit.Y300 Sorely Intorma8an available from Truss Plate Institute.781 N.Lee Streat Suite 312.Alexandria,VA 22314. Chesterfield,Outer 83017 i �J�i✓S/on�•�L . Ori41Y s Job Truss Truss Type Qty Ply Hudson city Bank 73868802 •J100307 V05 GABLE 1 1 - JoI2 ReferenceO Triangle Building Products,Medford,NY 11783 7220 s Feb 18 2010 MTek inaustrlas,Ina Mon Mar 1512.02.572010 Page 1 5-11-13 11-11-10 5-11-13 511.13 3x0= Scale=1:23.3 3 7.00 f12 2x4 11 42x4 II 2 i 5 1 • 30 2.4 II 20 II 3x4 ' 11-11-10 i 1 Plate gffsts X 3:03-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 3 .5 Plates Increase 1.15 TC 0.21 Vert(LL) n1a - n/a 999 MT20 197/144 TCDL 1 .0 Lumber Increase 1.15 BC 0.13 Vert(TL) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2003rrPI2002 (Matrix) Weight:32 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 11x;bracing. OTHERS 2 X 4 SPF No.2 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer REACTIONS All bearings 11-11-10. lastallallon guide_ (lb)- Max Harz 1=100(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)except 6=115(LC 11),7=115(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=385(LC 2),7-385(LC 2) ��/ r{ FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-302/231,2-7=302/231 °�- Py NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-02;120mph:TCDL=6.Opsf,BCDL=6.0psf,h-35ft;0-120111;La44ft;eave=5ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed:end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-02;Pr-31.5 psf(roof five load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)Gable requires continuous bottom chord bearing. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit OF N E�/ between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 6 and 115 Ib uplift at joint7. �Pg 10)This truss is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI1'rPI 1. � �Z`� LOAD CASE(S) Standard n 1 eJ ' C4 �O �77357•� v 90FESS104 March 15,201 ®WAwmi}.verm,dmige, .mnetamimdRFADNDMOMnU.RANDBWLVDEDJCYFXRBPERPWBPAGE391-7473nev.ID-'0aara0P9V=. Design valid foruse only with Mlfek connectors.This design b based only upon parameters shown.and Is for an individual building component. ApplicabiGly of design 17aramenters and properJncorporation of component b responsibility of building deslgner-not buss designer.Bracing shown 1s A is for lateral wisport of Individual web members only.Additional temporary bracipg to Insure stabilty during construction h the resporuibll8ty of the 1 V I iTe k• erector.Addl arwl permomnt bracing of the overall st uctura Is the responsibility of the building designer.For general guldonce regarding fabrication,quality control sloraga,deyvery,erection and bracing,coruult ANSWTPII Quality Criteria.DSI-89 and BCSI Building Component 14515 N.Outer Forty,Suite$300 Safety Information ovallobie from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. - !!effleld,MD 83017 01/ �/P141f NS-1 eIV4 L CA)Z-1 • Job Truss Truss Type 1""y Ply Hudson City Bank 73668003 100307 Vila Valley Truss 1 - Job Referencet a el Triangle BWURM Produols,Medford.NY 11763 7.220 5 Feb 16 2010 MITak Industries,Inc.Mon Mar 151202 58 2010 Pepe 1 3.11-13 7-11-10 3.11-13 3-11-13 Scale=1:16.6 4x4= 2 7.00 12 3 1 g � 4 X• 2x4 4 2x4 II 2x4 7-11-10 1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 31.5 Plates Increase 1.15 TC 0.28 Vert(LL) n1a - n/a 999 MT20 1971144 TCDL • 10 0 Lumber Increase 1.15 BC 0.13 Vert(TL) n/a - n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:20Ill LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. OTHERS 2 X 4 SPF No.2 MITak recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation oulde. REACTIONS (ib/size) 1=13417-11-10 (min.D-1-8),3=13417-11-10 (min.0.1-8),4=252!7-11-10 (min.0.1-8) Max Horz 1=64(LC 10) Max Upldt1=-55(LC 11),3=55(LC 11),4=25(LC 11) Py Max Grav 1=190(LC 2),3-190(LC 2),4=337(LC 2) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)criers except when shown. NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-02;120mph;TCDL=6.0psf,BCDL=6.Opst h=35ft;B=120ft;L=44111;save=5ft;Cat.11;Exp B;enclosed;MWFRS(all heights) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL ASCE 7-02;Pr-31.5 psf(roof live load:Lumber DOL-1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=17.4 psf(roof snow: Lumber DOL-1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcursent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 Ib uplift at joint 1,55 Ib uplift at joint 3 and 25 lbuplift atjoint 4. QF NEW Y 9)Non Standard bearing condition. Review required. 10)This truss is designed in accordance with the 2003 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. �P �p S A. O LOAD CASE(S) Standard r_ - n t , tL Z 07357.1 v AROFESSI0 March 15,201 ®WARAUjG.Va*design panarrrdem d READ NO TES ON 7HISAIM rNCLRDED Mr78RRS'PERENCBPAGE Jul-7473 PW.IO-b8 EBPORS USB. 'Design valid for use only with Mlfek connectors.This design Is based only upon parameters shown and is for on In lviduol building component. Applicability of design poromenters and proper Incorporation of component B responsibility,of building designer-not buss designer.Bracing shown q Is for lateral support of individual web members only.Additional temporary bracing toAuurestabilitydurin$croo tr 9n�d reespoQbUty,ofthe tVriTelk• erector.Additional permanent bracing of the overall structure B the responsibihty,61 the building designer.For g .•..•A K•�•r• fabrlcalbru quality control,storage,de&ary.erection and bracing,consult ANSI/•rPll Oua01y Cdl•da,DSI-89 and IICSI Wilding Component 14515 N.Outer Forty,Suhe Y30 Safety Informalbn avoloble from Tees Plate Instifule,781 K Lee Sheet.Suite 312 Alexandria VA 22314. Chesterfield.M _ - - -�i �6�✓s�o�gG �"JL y 237 West 35th Street, Floor 12A New York, New York 10001 U12-732-0555 ��U, T: 2F: 212-732-6933 C o s u a s E: info@outsourceconsultants.com Building Code i 7_pnmg I Aoprova6'-°ermds Sign Off, Date: 2/14/2017 Reference Number: 170103 Southold Town Hall Annex Subject: 11668 NY-25 1 54375,Main_Road Route 25 Capital One Mattituck - Southold;_NY 11971 Interior Buildout ATTN:, Building Department Reply to: Melissa Piccininno We are sending you via: '-,.❑ Messenger M FedEx ❑ U.S. Mail ❑ D.0.6. forms for signature(s),&or seal(s) ❑ Approved D.O.B. forms ❑ D.O.B. contractor work permits El Drawings(specified.below) = ❑ Department of Transportation Permits ❑ Landmarks application /permit ❑,D.O.B. ap roved'drawi'n 's ® Other(specified below No. of Date Appl'n # or Title Work Type copies Dwg No. PERMIT#40474 Amendment These are transmitted: ❑ For your files ❑ For response by your office ® For your review/approval ❑ As requested Remarks: Items are for your review,and approval. Please note that this.is package 1 of,3. of . 3 Copy to: File If enclosures are not as noted, kindly notify the sender at once. source Building Code I Zoning I Approvals I Permits I Sign Offs March 22, 2017 D [ECEIVE Town of Southold D Town Hall Annex MAR 2 3 2017 54375 State Route 25 I Southold, NY 11971 � BUILDING DEPT. RE: Permit # 40474—General Contractor Change ;TOWN OF SOUTHOLD Project Address— 11600 NY-25 Mattituck, NY f Dear Sir or Madam; We respectfully request that the General Contractor previously permitted on the above project be replaced with the new contractor as follows: Gregor Industries, Inc. 202 East Main Street Suite 201 Huntington,NY 11743 631-424-8800 ext. 117 Dennis Doyle Thank you in advance for your prompt attention in this matter. If you need any additional information please do not hesitate to contact me. Sincerely, 1.seph Bastone Vice President 646-356-8308 office 917-838-4938 cell I i i Outsource Consultants ' 237 West 35th Street, Floor 12A I New York, NY 10001 T 212 732.0555 F 212.732.6933 W www.outsourceconsultants.com _ I i ili New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^^^^ 261930522 GREGOR INDUSTRIES INC 202 EAST MAIN ST,SUITE#201 HUNTINGTON NY 11743 . ME Scan to Validate POLICYHOLDER CERTIFICATE HOLDER COB MATTITUCK GREGOR INDUSTRIES INC TOWN OF SOUTHOLD 202 EAST MAIN ST, SUITE#201 54375 ROUTE 25 HUNTINGTON NY 11743 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2296 618-8 251431 01/01/2017 TO 01/01/2018 3/22/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2296618-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS.//WWW NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ROBERT GREGOR SOLE E/O OF GREGOR INDUSTRIES INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER N E COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NjT[)A?ff9wm T THE COVERAGE AFFORDED BY THE POLICY. BAR 2 3 2017 BUMDING DFPT. TOWN OF SOUTHOLD NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER.986058038 U-26.3 J/ 1 A'C C!-WICATEYOF°LIABILI� Ner';INSU,R' �NC,E DATE(MMIDD/YY1fY) `= _- :THtS;CEPTI FICATE;13pISSUED;AS AMATarEROFaINEORMATIOIf,ONLY;ANDRC,ONFERS NO�RIGHTSUP.,ON'THE'CERTIFICATE4HCL'DER.THIS ` CERTIFICATE GOES?NOTn'AFFIRMATI\,ELll4'•OR'jNE(i"WYi'AMF.ND E , EN01';OR,AYLTERiT,HE:;COV.ERAGE'.AFFORDEDl;BY THEiPQtEtCIES ' ;BELOW:.THISi CERTIFICATE OF++INSURANCE3DO,ES,NOT CONS.TITUTEYiA cCONTRACTwBETWE'F.N;'THEr ISSUIN4T INSURER(S);;'AUTHORIZED R- -90W Jdit'AND,THE�CERTIk-.e E?HOL"DER x. IMPORTANT::If;the certlticateahold®r'Is?en�ADDITIONAL°INSURED;,.tN®?pollcypes)inuetlbe':endorse2dµif'SUBR0t3ATIONtI1 A-[ D;�sutijdct fo th®termsEandlcondiUons�of:tlie�pollcy,,certatn pollolesAmeyarequlre an,endorsement' gtstetementton�thls'certliicate doessnot confe�lri-'glits,tol 9 cert(flcatelho_Ider+in'tleulofsu`chlendoWi s 'RROWCERI•" :- - -,------= ., - ;_- - - - ._ .,,�;S s '�Seais'��Bradp��_ -_- - _ - _ - __ . -: -- -M - ;Brady, Riek`Mauagement .CPN°NE'-'�'s;,(6311),59`9,=65,61;"-;' _ ~,Fax-' (631•)'x69=essi ' Pa;,-'WS-2540 1kR =' � :'se@tirad tanyrisk - t-" 1MSUREFi 1AFFORDI►7G COVERAGE; iNA1C B" ;Halesite- NY' 11743 -A INSUREa,A*rave'31ers`Indem -&6an' 456ii INS66M- II4SUREHBf3�lt 2^Rawls �'I•ns? 'Co': 3r7,974' �Q3 6e or,•-Industries, Inc. _ ?inistiREgCCoiitinental'isCasiia4lt Coin ari <202,=E--Main,'Street INSUiiER D'EV8riBtOA��I$18:..CIO'.-' _ iSufte-201 - ;Hunt3ngton, -NY T1T43'-_, - 31HSURERFi' - - N - COVERAGES`.�, - -•:CERTIFICATEfNUMBER�ri:me:"Cov1;updated����' - _ _.�'�REVISIONiNUMBER:.. - "THIS,ISaTOXCERTIFY--THAT THE',POLICIESiOF�INSURANCEiUSTED)SELOWIHAV,EaBEENgISSUED,RTQkTHE'INSURED7NAMEDYABPVE FOR'THE'POLICY,PERIOD'' INDICATEIY:`)NOTMTHSTANDINO'iAW-.REQUI-REMENT;;TERMtiOR(CONDIT,IOWbF,�ANY4,CONTRACT:':ORiOTjHER;DOCUMENT'WITH-RESPEQT TOrWHICH THIS: iCERT1FICAAT'E�MAY`'BE.ISSUED°OR;MAY:'PERTAIN;,aTHErINSURANCE`AFFORDED�BY.THE;P,.000IES DESCRIBED HEt�EiN IS'SUBJECT TO:ALL THE'TERMS, ;IXCL•USIONSJANDPCONDRIONS;OF'$UCH)B4OLICIES L'IMILS`SHOWN'MAY HAVE jBE&REDUCkM4YiPgIDJCIAIMW=`-:,h _ _� `0' nEFFs"•""PO'CY EXP" - 6 '9'y7YPEOFINSURANCE - - `:POLICY-NUMBER - i O - - ;if GCOMMERCUIL'OENERAL�LUl idly - -' - ra iEgC11iOCCURRENCE' -eS= 1x,000„OOOj` CL AIMS MADE~ -X-J,OCCUR P E ISESI oioeai a ce S; w300;000"s DT-00-10751570-TCT-17' 2/14/2017' ZY14/2018-aMEp,p(Pi'po';one' rson• S" Excluded; i06llSONALB�ADVANJURY..,'ss •GEN'L AGGRE(iATE�LIMIT'APPUES'PER: P'•GENERAL'AGGREGATE S 2'i 00(dj,000j I POLICY; ;JECTa"LOG' 'P.RODUCTS{'COMP%OPAGG''5:. 2. 000„000!i OTHER:y �Eacli Desgl!Consiruction'= +'S` _ x2'�000;,000 'AUTOAAOBILELUUTILTTY ;aid I - - "S 1iO.OQ},'0000 A •'ANYrAUTO '•Bddk)(4INJURY(Pe4arson)- 'S - ALLOWNED SCHEDULED BA-iJ751570-17=CN8 2/•14/2017 '2/14/.2015.,16001LYliNJURYr,(Penaccldem)'K3= AUTOS =SWNEO .PROPER� I)AMA-GE_',, = S HIRED AUTOS .AUTOS _ M UMBRELALLIA8 -xt OCCUR �t'EACH�OCCUARENCE °S'y�10'OOOx 000{ H +,R nE7(CESSiUAB; CLAIINSdAADE 'AGGREGATE__' "Sv 10 000 NRL0424465 2/14/2017 2/14/2018 t Y WORKERSCOMPENSATION” 'STH- TATUTE-• - ER - AND EMPLOYERS 11*WuT-Y 11JYIPROPRIETORIR''ARTNERIEXECUME YEN E.L':tEACHtACCIDENT' FFIS OCDWEMBER!EXLU CDE07 L NIA mi-dor^ YL -EA MPLOYE 'S_x ' , DI D8 �( mO6eN;OF OPERATIONS below IE:L'DI'SEASE-POLICY LIMIT `'S: C,-:=Crime _ 596443635 ',3/•12/2017 '3/1212018' 1,000;000: rD,'r"ContsicicrS..Pol'-luibin-& ESO, d6CPLON660961 09%12/2016 �09/12h2 i- `1,000,000 2,OOQ;000'" DESCRIPT10yaF°PEFiA ANS'/,L°CATIONS%VEHICLES)(Ag9P'X101;A41dtUonil,RihmisSefiegO0.may,b eueeliedil_mon°epacili,ngoind),° ; ;The,-Cert;i-ficate-Holdbr-Toiim of SduthV6fd`=is.included:-as pan;;add`i't`ironal insureds*with respect to general liability.,sad<excess; liabil"ity,•policies as ,respects to-;the ,following-Job-:Site: Capital 'One, Bank, 11700 Maia'.'R- d!Iatfitpck'' NY, 1'1'952 £or operatioas_ ;pe=formed Sy-.the -named'insured required' by written contrap t,as'1per,_"the, insurance -provided. 'Ttie�Geaeral Liability- is Primary-:and''non=contributory with a waive= df siibrogatio_a",,in fa4gr_;4f D' CERTIFICATE HOLDER: ' _CANC °,' ON ` BAR 2 3 2 ' ��q`7 - �,�,}_;.�:..�,�_,p ::_-T,-.-. :__•-�.,. ....:a":.:,:::-..-_�_�..__ r- I ISHOULD'(ANY OF rHE,,ABOVE!DESCRIBEDJPOLIC,IES BE'CANCELL'EDLEIEFORE Totm;of Soutilhold' ,THEEXPIR�Ar10NDATEv�THEREOF,";NOTICE'ANILL:iBE�_'DELIVERED_"'IN' 5437'5 Rcute' 25 ACCORDI4NCE YITTH4HEIP.OLICY;P.ROVISIONS.' Southhold', Ni 11971 DING DHO •;.; '.`^`=Y" s® RD,' ITRESENTATIW Sean )B#ady/EV • - ' ACORQjpQpPORATION. 'Al ACORD25'(2014/01) The,ACORD"name,andilogo,are'registered!fnift,61 ACORD INS025'rmann• l X / SITE PLAN 4 11 / SITUATED AT N TI��° tea' e° ..rn -,s MATTITUCK ���, SUBJECT a X$ / :::::.. PREMISES S �,�° ' °� S�°s TOWN OF S0UTH0LD .. P °F .11\ .;' ,'• 1 --, SUFFOLK COUNTY, NEW YORK �° � 4,�" Q �, Q� / , �� �\ ESCRE-K / / r ;:1. \ P \ X10.7 \ S.C. TAX No. 1000- 122-03- 1 .2 9�% A° .40. ..:.ti' P� TEST HOLE �\ Ar S.C. TAX No. 1000- 122-03-02 S.C. TAX No. 1000- 122-03-5. 1 Gt^ E. LEGION AVENUE r A GP`a/ �CO (7 \ X 11.7 \ e 12.5 / . e• `7 - '''fir Q„ \ h \ \� a, 'Q �0 �R'L °�� �' �� S.C. TAX No. 1000- 122-03- 17 +, J� �� d � 9l SCALE 1 "=20' KEY MAP X.yr/ ed 4d ie a \ OQ ; v •/'�1- /GLQ�QP �•\ .\ \ \ CS7 �% �` a JULY . 12 2006 ff f 14i • A ..A v` IP -- OV e °. G . GA 4, f SCALE 1 =600 /Os` �` �\ s �r. \�R" wrR ,. m ;: Q*�` \ Q e �s ,'°eQ d• ;. F �," \ DECEMBER 22, 2006 ADDED SITE PLAN 'd eA•, 4 / O . �SO; e��0 ti" / °F v .e' 1' , d Fs.0.. O�F�C d \ �,(\ \ JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN (�(�l ,q e•. ° d •° F5 /�(l_� \ �,_ d v e ?. t ° \,\. e' �!/�O d .1! .(�vp�Y�p�' °e: ..( \ry -� 1� d /�.eQ (�' !) . . v d y' �i °.��\S,FA \ 1v. l a \. \ 0 �y T ° °� •. e. l d s v. °W. AREA . ,v. v . • �'. \ ee v 12.3 °.r e A A e /�p r /-. X1 -.-.:, / e' �A A` I.'. .. a `O%p \h%PF '� `j' ° d $, ... \ e ° .. �. ' �' A ' .. 10,140 sq. ft. ° d �3 "' \ °d d �$ s S.C. TAX No. 1000-122-03-1.2 0.233 ac. a �� A. e a Q" y G \ .1 - .. d: I !�c S.C. TAX No. ° °/. A. 4. !t'. 1 3,346 sq. ft. G" /° ° / ° e'• e 17_x:.:' l ° `� . ' 0 � .� 1,.s a.. .- , ' °�4. . X r �A e 1000-122-03-02 0.306 ac. . A:e /I 4 -e\ e A a 'a e .. .... d $ • / � ' ,�o . •' X, ::� �. S.C. TAX No. 40,6 : <.: . d 18 s ft Iv . ,o q A, /, \ v e r::•ii\{•:•i.. .:::: i:�?iiriir.rii:ir:::.l� "c.. Q v e ° ' e d' a :: ? .:::::•::::: :::: :.:::::::.:::::. :::.O": a \ ' ..° ° •e. . :`.`•,-' -': O. [1':.:..:::::.::�::.�.�:::: :.�:., :::::::::::.-'.�::. .. :::•::•:."�:""(,".......-I-19 :•::::. d ♦ d ' 1000-122-03-5.1 0.932 ac. yy.�.� :::...:::....... 0 • °. •• d v / e• .� Q:' .: Q' P:•:F"::r:.":i•i:•::i:C:cf.::::ii{•i!'E:i :r::\i•::.. ':. :::: :,:ti•:i6i:.: ... ' :•:::i 5:: .: •i:. d. �r/ 0 • °• e / 1 O X�3°i a/ .. •N e OHO\ / .... `�-::.:�...:::" •::::•::! ::•:::•::::':::: ":.::::::`.�•rtiv:' O `j`P::•:::'::!:: •e. d �Cj �O d ry 9, ::... ......o.......::::\:::.. :: �' 20 038 sq. ft. �O e e e F 5 • b Q'. e \ ,4 S.C. TAX No. , e ! e / e / 0 y d ��;� q... ............::7 ( .A .:::::::•• ::::..::::::•::•::::::•:..::.. •:::.:::::::•:::::::•:::Db:':::::"•::•::.. .:::•::-::::•:.0::: :::.:::::.....::::':�:�:::: .. A .a .. , •.e: 1000-122-03-17 0.460 ac. ..d •e. / o'J - .. v ...�d..�.F-�. is\ .° .. \. :::.: :.:✓:::::.::�.�::: a '1 / e a .. �X, .> e .. v .,�-.� rye '6iy. . $. ..: ::::::::::..::::::•:::::•::•:::•::::•:::::•:..•::•::::::•::::: :::::' .:::.:::•: :.� :::::::•:::.�.�._::......•..... .v ' 1 1 . a e / �G� `G Q �ry. S 9 S, ......................t3.� ..�:.. •.::................................... .d . . ::::::::.::::...:::::.: ":.:;:::::..... .. A / ' TOTAL 84142 s ft. X e: S% C' 0 a /• e.0 5� v d '. O J1 .. /.............:.....:: `' \� " A m4. \ J°\ ........................... ,e / . ................................ ..................... .................. ... .............................. . . .d .9• a • / ""'i:•i::r:r:ir::rrr::•: {:•a•r::i::•ir}i::c:i:i' r:.i rr.':.riri::} :rrrr:::•ir: 8.7 Q 1.931 ac. ....:.................... / i 'e.'�.e F' •r x ....•� de' a •' / a e p °. I. ....... •�. I 0• •Q .:: •:. .. ::•::::::•::.��}: e ................. .............. ....... 4. /� / /q :::: / �� :. . %%,*...- ...'.:. - 0 4, ti /� , �1- G F ...c \. ,/ / A fi :.f:: -C R WIR .O e. b e n Q �- ��s ti d �I .•d F v• / O / ti ��8 �`, d. I \ G .'d :.;... 1 ... �i::1.1.7.::1:i•.1.1.1 ii:itt}rrii:ic:i.:::::i:ti'l :.::.i . \. '/,; F S P v a' T i :2• K /.d e •••. •e' d . •aT O /� P d1 e x c -.1., 1>:::::::::::::::: I` /' a e.-. ° .d" f .::�::::.�::.:�:::::.�.�:::._ ':::_ /Q p•' •a •� "'I 14, / / T \ 4. o e m a' S F I e q `9 'd �L X a• e / / O . d.e .a`I1( , e K •"1. 'C'' C I•�• .d S F a ` o \" O 2 O d' �Y e• e 1 5 i e <-11Q- R rr_ �'� l f a \� � CnS e ,per � a• X d . e e / e p O �' / X � •. / O . Q �^ N I \ O,yC' e ° + �; e� v v � I .S>• .. v. \ •0�,J�°,�• !a / e •e Is O .�0 / ° I ,O• k' ,•.d •v. FOS -J / v ... ,1 //�+/k� \1 , `gsT00 .a A�`- •!A• ..e° •_ / `. a• d. ..Q°v p. I O° w_ - lmd /It o �F l / / Y \ f3.25 c: i.. TF o / a �� •. ' I 9.6 Vc / ev til �lC�e //��,�\� X/ \ `.. A �a d d ° \ a �� V .�v . 9 T.. e V- I 01 e ' / P \ d• c. 'e Is, / S t . o a. •A ..... ............. a Q '10.53' �J Q e 'd O 0 0 , 1} x S *,.;r.' G O - o d e / t _ d / 4 e 5 A a:•' e �/ , ip - e f'' a C e- / =0C n / / L A . S A 0: 'e e� / U � 1 1 / a O O A e / Q a' ::?'...::':.. /` e A' : �0 •: ::•::.�::•:•::•::::::::.....0.... '� � �C' e -\' , .rte a a. 1 ° .d d •a .:. ° rY e •' C' N, .'t 'e 7.7 'e X 6 11/ / ..- t9'.............. e\ d e X d V i 1 r O d e :::•::. ' ::.: ........ x C :::: :::: •::;: ",,,.I• . REVISED SITE PLAN .,• • ti,. , .. / ,� LANDSCAPING PLAN •. . \ . SI T UA TED A T ' , , ' MATTITU C K A 4b ,�° •:. ° ' . \ TOWN OF SOUTHOLD SUBJECT - ,: r✓ I X ti� PREMISES :ti' Y ' ' a. ; • � / / N SUFFOLK COUNTY, NEW YORK �njy S.C. TAX No. 1000- 122-03- 1 .2 b '�' d S.C. TAX No. 1000- 122-03-02 ��� �,,AI„IESCREEK g � \� • •fd .� I % •y . ' ',• • / S.C. TAX No. 1000- 122-03 Nt + E. LEGION AVENUE 41 / , : ' • , ',.' :. / , S.C. TAX No. 1000- 122-03- 17 • d �, •... . I.': I ' :d / / LEADER of TREE MUST NGT BE CUT SCALE 1 "=20' / / •• ., ! "• 9 ; OR DAUAGED. ALL MATERIAL SHALL A4 Al .:f J' . • •• � BE IN GOOD HEALTH AND MEET � / / ,:."... ': . ••I, �,' , • .' APPROVAL OF THE TOWN ARNEER ( JULY 12, 2006 ", KEY MAP ;,. .di• . ' .; . ' 4 ' PLANNING DEPARTMENT _ -. •• / / ',i�p�' ;. y // 0 DECEMBER 22, 2006 ADDED SITE PLAN r7:" _ •�=N-"��'�-""�"` - - d- its WLRE LOOPED AND TIED AROUND ' . + JUNE 27 2007 ADDED TOPOGRAPHICAL SURVEY n ' / / 4 d , • /, .:'• '' . , / ,/s• NOTCH IN STAKE OR SPLICED TO C a AUGUST 27, 2007 ADDED SITE PLAN y - F I OCTOBER 19, 2007 ADDED DRAINAGE & SEWER - i1 - L. , SCALE 1 =600 / 'r.;`" F� . d • • / 'S z• LAG DOLT WfTH WASHER. 5/1!' x 5pol r ��'- —_.__. -' / ..,;.',';''' ,A ' • • /, ' - ',' 3• GALVANIZED OR STAINLESS STEEI - I ' •• .r r " '• N LES, t PER MIRE 5/8` RUBBER HOSE 14' LONG IN JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER i • . 1_ < ' IS RESPONSIBLE FOR / / / .. . I. `' / COKnM LAOP 2x DIAMETER OF TRUNK FEBRUARY 29, 2008 REVISED SITE PLAN / / / s d• , ,4 a/ . I , . � CHECKING �ON�TH�GPLAN71NO. ARO11No TREE APRIL 2, 2008 REVISED SITE PLAN ` .. > / / " . / APRIL 9, 2008 REVISED SITE PLAN f , , . / / ,r '' , • v, ,• ' , 4 `/q� STAKES OR4*X 4 POSTS PLANTM .1 _, � / •.4 i • , i' OR LONGER NOTCHED / • .• . • •' TREE MUST BE PLW= AT SAME LEVEL L-.--" / . I, >r ,.. .i d • TO �O ML AS GIROWN IN 1 I. / / \ !, �, AREA DATA �� _ _` :.:: / �: . �- . 4 / . ' . • .. r on I••slm am" S.C. TAX NO. :_ �b / d • •. , / 10,1.2 sq. . • 1000-122-03-1.2 0.233 ac. • S.C. TAX No. e.{ , /- 11 d ' PLANRNG SOM. SHALL BT: GOOD TOPSOIL FREE 13,346 Sq. ft. / e,`! / ' ' `'/' :• ' ;. ,. I' / oF.Raors, DEBRIS OR srorlEs LARGER THAN Z'. 1000-122-03-02 0.306 ac. ". • • / / / a *� ' ,a `" / 1^ei . • % '''' • •...d � 1\ / OF 9VRLAP. REMOVER WA=45 iTHk 40,618 sq. ft. S.C. TAX No. Fes' CUT AND REMovE ALL STRM OR + 1000-122-03-5.1 0.932 cc. ROOTSALL MUST SIT SOILROOT RAW(M. It" / / . ,\ ,'a\� '• ,- ' ,''I. sOIF Lo°FosaaLvouR�oEncAVAT°Niw+�FaY S.C. TAX No. ;: / 'I' �4/ d a 4 ' :' ' , / � 09FM PLACING ROOTDALL IN PR. 20,038 sq. ft. N'qp �,•,,���% ',f; • '• 1Y 1000-122-03-17 0.460 ac. T AN BALL T ' V T 1 TOTAL 84,142 sq. ft. -. •, , � , d .. � NAKED R Q�— 't+'�••�' ' " d 4� , +. �10]ys ; / a+ (NOt TO SCALE) - 1.931 ac. '�•tj- , • /• . 1 .� + ••' ' ,. . .. • . 'yam' . �. ��� % " . ,ti r. ' % NOTES: i . `r • ' ',' - •• ' ' • \, • ' d• • . .: 4cs r - - _... . " 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM '1''' i . ' ' ' / 9ro EXISTING ELEVATIONS ARE SHOWN THUS: 224 FF(. - FIRST FLOOR • / 1y% G.FL. - GARAGE FLOOR ,.;.'; ' d •- ' :' ,� 2. FLOOD ZONE INFORMATION TAKEN FROM: ' ' �'`" " I '• sem' / FLOOD INSURANCE RATE MAP No. 36103CO481 G o. , , ' 'd'' 4.' °� ��3 �, .. 0ROUND LINE To BE NAME AN ZONE X* AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE • •• ,, / - AT THE NURSERY DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ' J °on+sTRucT EARTH NAuccR WITH : 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. a " SITE DATA: '� ' ,.,• ,q • ' ' ' •, �•' �pc�J , �$� t; ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. "' • �, eMovE BURLAP FROM TOP TOTAL LOT AREA 84,142 SO. FT. .,1'' ' % / \ . ' 1. I.rp+RgF ? of TALL TOTAL ASPHALT PARKING AREA 41,540 SO. FT. TOTAL SIDEWALK AREA 2,300 SO. FT. • z�0 7, 3. SEPTIC SYSTEM STRUCTURES SHOWN: �+ A. / \1 � .�4F 4� z . CKFILL WITH TOPNOIL 8 PEAT- �� f 4 • / 1 . \ F ° TOTAL ROOF AREA 9,868 SO. FT. ' X 10 7 6effl`0 MONK S=1 RATIO BY VOLUME IN o' TOTAL LANDSCAPED AREA REQ'D 35X (29,450 SQ. FT.) ' / - / UNTIL NETTLEO.DO NOT TAMP I "'''` ; A M j ' /�/ \ \ 9f iR AK s Na1L- TOTAL LANDSCAPED AREA PROVIDED 36.3X 30 579 S0. FT. . , / , •' SMITH A r i. ' /CANT• LIP TO ♦HIOH TOTAL LANDSCAPED AREA PROVIDED 44.3% 37,294 SQ. FT.; �\ � �•'►'OR PLANT• ov[R 4'HIOH '�9 AREA INCLUDING THE FOLLOWING SITE rj ,,';,� �' ' .. l .�. w� E. / ,/ THOLE \ x© \ /�j��iO OH ALLrLANTINO DETAIL- ROAD ACCESS AND PEDESTRIAN WAYS �• .• // Y+y L4 / % �, d '1'' �� A , , yd •' , / ' ! ' - . . •' y� f \ a+ / F'OR iMROBS YALL[O AND •URLAPPED . ' Q �, •,` / d ; / oo \ 12.5 r/ \ �'y,,Q MINIMUM SIDE YARD PERMITTED- 25' PROPOSED LEACHING POOL PROVIDED SIDE YARD 17.4 �' • ' ,,• ZP , j „ %. 1 4a 10• < x /� �1 . 9 1 \� -h (IlOt O 3C11e) . - MINIMUM TOTAL SIDE YARD PERM'TTED 50' . ' ' d ;`, d.`,'' , : x \ // ti 9l PROVIDED TOTAL SIDE YARD 60.9' �^i d "�' . a; \ \ \� �'' PROVIDED BUILDING HEIGHT 34.5 (OFFICE BUILDING) 26 (HUDSON BANK) O A . \ ,?, a.. :`, ! , • / �p� \\ \\ j/ 81 MINIMUM FRONT YARD PERMITTED VARIABLE • \//� tq PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) (HUDSON BANK) a . ,• ° o ' \ 'fC LOT COVERAGE PERMITTED Sox 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD " r• •` , .. .A a "' • . -A / \\ \\ !1 LOT COVERAGE PROVIDED 15.8x✓ 73 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. . X , I <4`3,�, , . ,. d 51 4 •.4. .':•. / \� �\ / ` 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA (EXCLUDING ROOF OVERHANGS) as .• •�,'--�� �� ;: ••A. `� / ` \� — — - ' , ,,A��,. / 4d ,�� •, . � /�\ / \v � � ,�� I � 5. PROPOSED TOTAL IMPERVIOUS AREA - 55,500 sq. ft. OR 65,96/. OF LOT AREA �1 '• . �h3. N : , I. °' % .� �' • ' �.i / �� \ / - \w.1 (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) . 4 a , 4• < /� \ d' N ' . X . ��" � `� s, \`� / 2' � / �Q 6. TOTAL LANDSCAPING AREA = 28,642 s ft. OR 34.04% OF LOT AREA ' ',} ' • . . • ' ° ' N � • 115 ��� e+`� / s, \ \\ / / — / / I (INCLUDING BUFFER AREA) q• o 0 _�nc,,� / " , " . �`? r \ F \ / ° :' ' / .q, 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ,\`'o� > d-� � �P�� d. \'`\ \ / �'� o �' :;; t ; ;;;;\/ / \6 �� REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 7 • �M�'X 0� • S ( // O Q O ....,:r�r•::, ,: . :,:51-'•.: 1" / / 9, h 11 , `a./ • b •: : ' � 4 oQ ?�P/? : ;`?1:'.:' ::' r � .p � LEGEND: • It• ;d ' ' ' tt'' *"J :C r / '4 O Y D� :!':: ' / / T.C. TOP OF CURB . ...i61 / i � , .. jD' . '''': " rY ELEVATION 12.5 EXCEPT AS NOTED ON DRAWING d r r / • ., XX. Q .O / / X V TO OF ASPHALT r i'�3r x 1� x .0 P / ELEVATION12 EXCE T AS NOTED ON DRAWING 1 1 . 1 Is \ yy \ 1 { / d +4 . O / , T.G. - TOP OF DRAINAGE INLET TEST H 11 r ,- HOLE DATA e •d �\ O ELEVATION11.5 ' O �1 ! .e �• ♦ 9� 41, (TEST HOLE DUG BY McDONAI7 GEOSCIENCE ON JUNE 8, 2007) � . ., . .•• 12.7 ..�' \ \ * T.W - FTOP 0 RETAINING WALL O'• h. 0 �t' ;:`•�:•:��:�`; �:�.`•:�:(;�:�: ELEVATION 1 TYP. .>y p � X � � ::�:` <(§\) D. ELE 0 2.5 •1 1 x w wr '.....1 •' ' ''" A C CONDENSER UNITS d \ / E I Y M XED SAND AND tAA#1 i' O �,,r `\ 11 Q . „ a .' , y / o O / ::. • :::; ./ " ". \/ \ / dIT PROVIDED PARKING STALLS Cy / /' 3' 'f+ `" d O X T a x O S' \ / e \ N Tr _p` BROW SN. SAND SM a /.• . , v ti' O \� + \ I Q d p BANKED PARKING STALLS �a :' p O '� ;: : .: r 0- �� ; _ ` / _ Is , x DRIVE UP WINDOW STACKING PARKING STALLS c i. ,d ''' , 7' �+ / \•y \ •.• •• ® ,�, • ''••.,' '•; PALE ?ROwN FINE SAND SP • I J" 4 ;, o h C o 1 tk )11,251V' • I -217 EL. 3.4'•d QI•.w O � >a., • % ,� FO O _ S O s t: ? • o O a w- , d ! ,,A 1 d % \ O O \ O'• •O� I W W W W W III i., >.. / � X ► X O Sj. •., , , P O O 0 r \ v i f 4 / O 1 E' S �o A" F > O O e � 1 \ , 5 O E \ W W W W W W _ A INP BROWN FlN • a • r\ +`/}1y/ O \ . / /S�� q' ,gyp 1,4- - WATER ALE E SAND SP d ' • ,i , .: ''d 4 • •• / X O N O O.717 �v • X,]7 v WI W^ W W V�„�X W v 9V/O b OO O S l 1 WI 1 l! P' O ,'1 14, rY YY C Y9 A I 9 i 1 X W W W W W t7 O a M e : / \ d `� • ' J• 9 9 a '! Q' 1�'," 1.r j �. , r / 'S. O :'.Yy}:•:: O .Q 0 I \ S Gj •/� • . i'''rk::::.•::::,,:?•::':$'ri:$. A l "� O o x O ,/ W W �y' W W W o ry r o I •c • c o Q A 0 � \ O W W W W �t 0 I .. 0 1�5 'r ° t •d1 , 11, . SPi O Y W W Y W G O 1 1 ° A l 4 I \ 0 1 X • I 1 • x O W ,• • W W W W W d O 1 1 ✓ •• i 1�' 1 J '• 1 J r 'y 1'" \ O W � � Y 1' O W W W c 1 O I G• �� W W • Q` � W W W W W I ,d. ° I 6 V O ° G ` X / !' I W W W W W W Z , W W +i' �i G I J 1 0 O .• '� x Q x 19.5 •p o 0 1 1 \ ry �{. �S'''�i:� ;`�r: ):`�:�:`r;�:(�i:� r:?`;:::`?:;:;:;: is/C�:'./':':/ �:':•:`' .'• :, d : J i o .. � W W 1 O V W W W W W . 1 I d "r 1 d / \ P � I O Y . W W W W • W W W + d • ' O. O I i:! r � V' O I ............ �+y I '. \ • i:= W W W ' O Al 0 A /� •3 y • d. d L� l' / W W W 16 A yv 0 h ` a .' l c• / O r.. , '� W W W W W ••16 ��1L , ° A, I I O ,' / x d J 't�+ W W W `l W W W W W �` /.• • 12 1=XI5TIN6 BUILDIN65 l 5TRUGTURES < <%1 9''' i:/.:;;;:!: ::'Y::i:�ii:�iii:;.: O 8 / �, • MDVED ••O:' .Y W W W W W W W , TO BE RE q O / I s Q O '� r V / W W W W W W W O ,, .�.. ..�..�.•.........�.......�................�...�. 1. tl d + x A • 6 9 d Ij • 'O W W W W W W W r ,' W 4 �,�{pq I I 1 •�' 1 X �' '•' •• 1 .M�FMSYJ4.• _� • �t��t� O 1 d A, • 7 -` I W W W W W W ' . �• .,• •d 1 1.0 0 � IG W I / X W W W W W 1' 111 �" '� ll �. ` i I X W W W W W • W v . A. 1 1�' f �1 •'1/Vle \ W W W W -V W •4, . A '•. .,. �f� 0 0� ( *117:1. '.'O (� \ I / / W W W W a `W / -10 ,/ ,, 4 �\4 Y 4 / t 1 G7.^'�� Q •'••O -� " � �1't•. / W W W� W W W / . ' �• • �V �. ,I 10.4 - ,•O I r�i ' / X /W W W W W W / • n pJ • 11 J.. / © L:�' X O f xB.I \ \ i (x1.Q 8 W W Y_ W W W / .r„ 0-- O ' .0 X\\\ W * W W/ W W /_•® 9— - O°° 1 1"Z \\ W YW W Q W W / • 0 Ab 4!' I. .16 �„} 0 O I^' \ ' X / I / \\\ W N, W 6 W W �.,. W a!•' -I 2, NC)b �_ X Q W W W W W/ W O 1►� / 8.39 0 � % I a X ���� W W / W 05. 61 5° 499 •��, 0 (';'1� \\..�?r A,4 / IPJ W W \`Y-J. "L � 1'y / I -_ - � 0 X1-1 ju / \ Y W W W W / / W W Q W W / W © � / �•W W W W W W � fS 4� i��'+� Q\� 8 p+�. •I / W xL1W W 41 4. W W 16 k O �1 �/ 4 'JtC1 �Q _ __ 89 L. W � •V W W Q W ''L9 ) 11C • `/y _ x '' �;Vro ,_ — — / .off: W W ��` 9� 7 V/ ,OO _�O ) x W W e, W W W ,3 �OW VI x `91r 11\ 1X• W W W W W W '1 0 \ . V W W W W W 1=a W W ��'� S X•-z W W W W W W W W W W 4� �Ls , ZA W W W W W W • r, • PARKING REQUIREMENTS TYPE PLANTING DATA SIZE QUANTITY _ ,5 W W(W W W W W W W W W W W W W W w 41b 15� O lf.. /0 Q W W W W W 0 Q W X � l� TOTAL BUILDING AREA 15,347 sq. ft. 3 z I rAY. �..y� , SUGAR MAPLE ,b) G'3, W ti✓' W 1p W W W W CT TOTAL BUILDING AREA MINUS 8,481 sq. ft. (ACER SCCHARUM) 2-i/2" - 3 1/2" 7 ,S$' •SLC, W W W W W ,0 REST ROOMS, , O 40'-0" O.C. MAX. DIA. � ,�, � W W W W W O STAIRS UTILITY ROOMS, HALLS, ELEVATOR 8C WALLS (�A �j '` O Jy X?,1 il W W W W •O AREA USED FOR PARKING 2,359 sq. ft. \7- 't5 g� N 3 6' , ? ' ,' �c� BANK BUILDING O W EASTERN RED CEDAR „ 4�* k` tiry T3- iA. 0 Q4� Gj AREA USED FOR PARKING 6,122 sq. ft. Q (JUNIPERUS VIRGINIANA) 5 _0 - 6'-O' 101 • '� s O 8'-0 O.C. MIN. HIGH o°O o, o, 0 3 OFFICE BUILDING W ��,;h <" �q� 4 'ot•• r x BUILDING AREA O ONE STALL \!T' PARKING REQUIRED HICK'S YEW ►> 4 x� PER 100 sq. ft. OF FLOOR AREA 0 (TAXUS MEDIA HICKS) 12'-O" - 16'-0" 109 I.,1 PARKING REQUIRED FOR TOTAL 85 STALLS DIA. STAIRS,GUTILTY ROOMSAREA MINUS , HALLS, WALLS O 4'-0" O.C. MIN. y, r c, it ddEST ROOMS, °° do ELEVATOR O ONE STALL FOR ANDORRA JUNIPER (JUNIPERUS 12" - 16" - ls.**�O' er°° 100 sq. ft. OF FLOOR AREA O HORIZONTALIS PLUMOSA) DIA. 111 n f PARKING REQUIRED FOR 23,59 STALLS O 4'-0" O.C. MIN. z BANK BUILDING 2,359/100 BEARBERRY 12" (APPROX.) PARKING REQUIRED FOR 61,22 STALLS OFFICE BUILDING 6,122/100 (ARCTOSTAPHYLOS UVAIURSI) DIA 76 SITE PLAN & PLANTING PLAN DESIGN TOTAL PARKING REQUIRED 85 STALLS O 2'-O" O.C. MIN. PARKING STALLS PROVIDED 79 STALLS NOTE: James V. DeLucca � � BANKED PARKING 7 STALLS GROUND COVER BY PACHYSANDRA W W W W W W TOTAL PARKING (PROVIDED & BANKED)- 86 STALLS (PASCHYSANDRA TERMINALIS) W W W W W W 101-1 \Z � Y•I' "R yl � UNAUTHORIZED ALTERATION OR ADDITION !�- <� +� TO THIS SURVEY IS A VIOLATION OF _ athan 'aft Corwin Ill ti.I �✓ t PREPARED IN ACCORDANCE WITH THE MINIMUM -_ SECTION 7209 OF THE NEW YORK STATE a C STANDARDS FOR TITLE SURVEYS AS ESTABLISHED EDUCATION LAW. 6 BY THE L.I.A.L.S. AND APPROVED-AND'ADOPTED ^ �`-' n - �.- FOR SUCH USE BY THE EW ORKi,FTATE LAND COPIES OF THIS SURVEY MAP NOT BEARING +• TfiLE ASSOCIATION. Land Surveyor ">I,l .,,;•.w...It {��' °y kO '•k THE LAND SURVEYOR'S INKED SEAL OR x�/lI t �«',•- .� G,���'(P-T Co �f- \ TO BBE ADVALID TRSEAL UE COPY.L NOT 8E CONSIDERED Irr(P I -r. '< �-� Q _ 'Q Lam` �L CERTIFICATIONS INDICATED HEREON SHALL RUN I,/ _ f �� � ONLY TO THE PERSON FOR WHOM THE SURVEY �l 02365 .�� �; <Z.r `, ; - �; IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout F x-z ..►-- TITLE COMPANY, GOVERNMENTAL AGENCY AND Y N� , I 0",•; � � LENDING INSTITUTION LISTED HEREON, AND I !01j(- TO THE ASSIGNEES OF THE LENDING INSTI- <j f A - -4c TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 'jU410= OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RICHT OF WAYS LAND�� AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ..-Uc.-N . 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 D n m �o 'P SUBJECT OF PROPERTY SUBJECT °�c / PREMISES +� �.�� SITUATED A MATTITUCK TOWN OF SOUTHOLD 1-0, � SUFFOLK COUNTY, NEW YORK m JAMES ERG EK v- VO E. LEGION AVENUE �y yQ��° ' S.C . TAX No . 1000 - 122- 03 - 1 .2 S .C. TAX No. 1000- 122-03-02 (� [ ti S . C . TAX No. 10000-1 22-_03 -_5, 1 KEY MAID �% S .C. TAX No.(' i 01 00 - 122-03- 17N o�c 2 8 SCALE 1 "=600' paSCALE 1 "=30' _. BLDG.DEPT. tONJN OF SOUTHOLD DECEMBER U22, 2006�ADDEED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY "fv / Q. DECEMBER 17, 2009 FOUNDATION LOCATION "7 �? �y / ty / CER TIFIE'D TO: CHICAGO TITLE INSURANCE COMPANY ISLAND EAST SERVICING CORP. Cb AREA DATA TEST HOLE q� S.C. TAX No. \ \ k tiq q�d 10,1s q. ft. 1000-122-03-1.2 0..22 33 ac. AV f�gLE S.C. TAX No. 13,346 sq. ft. 1000-122-03-02 0.306 ac. S.C. TAX No. 40,618 sq. ft. i w,t N\� / \ � / X/ 1000-122-03-5.1 0.932 ac. � \\ ,` h' / ti S.C. TAX No. 20,038 sq. ft. 1000-122-03-17 0.460 ac. TOTAL 84,142 sq. ft. 1.931 ac. 2 0\ �0 \\ / \ 0 00, NOTES: 1 . FLOOD ZONE INFORMATION TAKEN FROM: _ (���� FLOOD INSURANCE RATE MAP No. 36103CO481 G �`' eJZ°' \ \\ / es �� ZCNE X*: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN % a4, i 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. °'FSG ��;ya ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. ."�`� /� ,ATO'o � S Sj• 4o10 lq i Q- 2 3 °o N° Ile p f,. �Iv �k spfya3`,� e � b5ti <<. S �( 6 •p� 8.06, �0 ti pF �op0 0 g1 �� P TO THIS SURVUNAUTHORIZEDEY LIS A TVIIOLATION OF¶ON SECTION 7209 OF THE NEW YORK STATE ti EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 7360, ?0'0DODO TOBO SADVALDLTRUE HALL NOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY i° IS PREPARED, AND ON HIS BEHALF TO THE O Sf` Tip TITLE COMPANY, GOVERNMENTAL AGENCY AND Hyl �Llc%� tio° LENDING INSTITUTION LISTED HEREON, AND 3 ye TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. is. 5° N THE EXISTENCE OF a0.: ?� to RIGHTF WAYS QP� s f N ANY, NOT SHOWNAREFNOTCGGUARANTEED. x �,n PEPARED i ACCO WITH THJ��NWUM NCE yam '`S49Aq°� d A���p STANDARDS I FOR TIITLEASURVEYS,< ES7ABLIS E ■ 1 BY THE L.L USE AND E NEW ED.ANII0ADOPT Q j' p� n Corwin I i' FOR SUCH USE BY THE NEW �� `�� �i. Taft iii TITLE ASSOCIATION. ah° aN � Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 24-251- REVISED SITE PLAN e SEPTIC & DRAINAGE PLAN TYPE "A" PAVEMENT SPECIFICATION SITUATED AT ° d /� 1 1/2" ASPHALT TOP WEARING COURSE MAT T I T 'V C K ° / COMPACTED (N.Y.S.D.O.T. TYPE 51-F) TOWN ® F SOUTHOLD d ° �'� / o� ° A. 5" DENSE BINDER COURSE COMPACTED -���o �° SUBJECT d �`�" ° � � RECYCLED CONCRETE N.Y.S.D.O.T.) PREMISES ' . e /000� ° e �. °/° X 1011 TYPE"A") d 6 SUB-BASE COMPACTED SUFFOLK C® UNTY , NEW YORK ✓ er / (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) S . C . TAX No. 1000- 122-03- 1 .2 \y d 10 d ed e e - y� - JAMES CREEK Q Y 1b , ° ° ° 1'° / ,� � S . C . TAX No . 1000- 122-03 -02 'Ao enc /1� / f d ,�° 4 d / S . C . TAX No . 1000- 122-03-5 . 1 / E. LEGION AVENUE S . C . TAX No. 1000- 122 -03- 17 F d �o SCALE 1 "=20' a e JULY 12, 2006 KEY MAP / /° DECEMBER 22, 2006 ADDED SITE PLAN SCALE 1 ' =600' / / Y' ° ° e ° JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY �.� d a / ° o ° / AUGUST 27, 2007 ADDED SITE PLAN d / 1� OCTOBER 19, 2007 ADDED DRAINAGE & SEWER JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER FEBRUARY 29, 2008 REVISED SITE PLAN 44 a APRIL 2, 2008 REVISED SITE PLAN 44 d \ APRIL 9, / 0REVISED ��° / SEPTEMBER 12 2008 REVISED SITE PLAN 4�\per NOVEMBER 6, 2008 REVISED SITE PLAN JANUARY 23, 2009 REVISED SITE PLAN e ° °d ,k / d ° /° ° ° e / X AREA DATA a ° ° m�4/ S.C. TAX No. 10,140 sq. ft. 1000-122-03-1.2 0.233 ac. TYPE "B" PAVEMENT SPECIFICATION S.C. TAX No. 13,346 sq. ft. TP 4 ; 1000-122-03-02 0.306 ac. ° I 3" BLUE STONE GRAVEL WEARING S.C. TAX No. 40618 s COURSE COMPACTED q. ft. /° kk1000-122-03-5.1 0.932 ac. 5' DENSE BINDER COURSE COMPACTED RECYCLED CONCRETE N.Y.S.D.O.T.) S.C. TAX No. 20,038 s ft. / 1011 TYPE "A") q• 1000-122-03-17 0.460 ac. °/ °.° e ° .r ' °� 6" SUB-BASE COMPACTED y e __4 d ° e (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) CO �r ° ° a d y TOTAL 84,142 sq. ft. tiC k d � 1.931 ac. N IN1 ° 1 dd / 11 4 NOTES: ° 5 . 4 d° 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.0 � EXISTING COUNTOUR LINES ARE SHOWN THUS: - - -20 - - - d ° L F.FL. - FIRST FLOOR O��JO G � ° ° ° p G.FL. - GARAGE FLOOR 5 \ 4 2. FLOOD ZONE INFORMATION TAKEN FROM: X�yd ° oep� \� FLOOD INSURANCE RATE MAP No. 36103CO481 G o� e °° ",, r, ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WI d ° / S �d� DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LF .4 ° ° sCuffolk County Department of Health Services SITE DATA 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1 Approvaliijr. nstruction-OtherThanSingleFamily TOTAL LOT AREA 84,142SQ. FT. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAI° \ /d ���Q �Q -� ^0�� Desi Flow TOTAL SIDEWALK AREA 1,959 SQ. FT. Ref nceNo. �/� � gn ��� G� TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. �'•'" 3. SEPTIC SYSTEM STRUCTURES SHOWN: ° 4\�e \� TOTAL ROOF AREA 9,697 SQ. FT. d .$ a ° \�� QQQ 000OY� o x107 \ CSFSo�F< Q\Q��o-JP US 17� �p(G _ ,ll�r f TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) Fj PROPOSED EXPANSION POOL TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,850 SQ. FT. (✓ !1ti ,� 4 ._These plans have been reviewed for general,conformance with TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SQ. FT.� TEST HOLE S -�- \ X k * q� •�i' 6�io es P�- COUnt Department of Health Services standards,relating to water supply AREA INCLUDING THE FOLLOWING SITE \ � °d e °d / /° J °' ,> \ \\ rn /Oi �9T 4 q¢O and sewage disposal. Regardless of any omissions,Vineonsistences or lack ROAD ACCESS AND PEDESTRIAN WAYS !F eQ ° _ C' � <`rp Q MINIMUM SIDE YARD PERMITTED 25' /° d ° d / x 12.5 \ Q P of detail,construction is required tp,be in accordance with the attached PROPOSED LEACHING POOL � t / v ,2s \ O/O� o p p specifically y MINIMUM PROVIDTOTAL SIDE YARD PERMITTED 50'4 .°�^� A, permit conditions and applicable standards unless S ecificall waived b SIDE YARD [�(Pf,,,l ° ° �(7• X 12.5 \ \ 'V �� 1 Y \ 0 0 the Department. Th>s approval expires 3 years from the approval da PROVIDED TOTAL SIDE YARD 60.9' ! d 5 �.k� \ ° x J \� MAXIMUM BUILDING HEIGHT PERMITTED 35' d ° Uo Q 'unless extended orrenew@d. PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING 26' HUDSON BANK PROPOSED SEPTIC TANK e d kk � � UOQj�P O2^03 MINIMUM FRONT YARD PERMITTED- VARIABLE ) ( ) C\ �ZG/�' PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) L \� $ °e d ° 9 ° ° OQ e°�� \ \ \ e° \Y-�\U I d ° 9 ° d ° Q- P\, / \ 4 Q -•'ApprovalUate Reviewer LOT COVERAGE PERMITTED 30% 4. THE LOCATION OF WELLS AND CESSP00 ® QQt�Q' x P LOT COVERAGE PROVIDED 15.8% 12.2 / \ \ \ f_, OBSERVATIONS AND/OR DATA OBTAINF' ° j ° /° BJ^P� ° d d e 1 ° ° ° /�� O• 4 ZQ \ \ \ n_ ,. � P do� \0 \ Zta/� -,IUA�- oz,k^1 ,J�s7- 5. PROPOSED TOTAL BUILDING COVE d ° 118 0 _ (EXCLUDING ROOF OVERHANGSN '�Je��j,k ��, °d ,C /�� 0 VP s �`� _ ,1 ' 1 \ GF,�y �r� �� Gt �i 5. PROPOSED TOTAL IMPERV► \ ° G\ JP\' ° d d° '1� ° °e JAR rf7)�9 / Q / m 1 3 �9<: r G �e� , k ° ° Qo� d \ 0 I \ h; �,� _ ��7?C. GIZ S,� rJF- ► �i�n�� 'Eli( e 4P�\� ° ° 19 d /� o X / /9, \o�" u, T SFS ,o� ` (INCLUDING ALL BUILD" I Qo� �� �i -a � 6. TOTAL LANDSCAPI'" 5 d ° e d N4- 1� ° X ��. ����'�a ° ,°�P\�dn, Q S/ / ��� �� NO \ ` ' / / 'C/� '\ \ �o DV)�^ +` o / ° ,L2� \��' ° ° �`� / s, d�`� / �Z 'C TER SIG O x `\ s/� /r?O S/ <� \ Q 0 (INCLUDING R'' X (��� `\ X / 7 REM EXISTINS 1 T Q \Oj X ® k�,, \\\ / }{ / \ / 00, •L� �` V� p C �1 / I \ 71, u / ' ® fir �. "9/ U' \\• 8/ x s o T.C. 41X 3 }}� 4 j� 0 p' x \ �p �0 x 0 / / // /- \ - EL. 103 �. / o� \�• ®../ h-� \ / x\ X / Xa.7 e° T.A. TOP / / 01 / / ELEVA TEST HOLE DA TA T.G. - TOP OF � \ ELEVATIG ° 123 9' \ ` \ J �S, Q (TEST HOLE DUG BY MCDONAL!D GEOSCIENCE ON JUNE 8 2007 e ° ° ) • T.W. - TOP OF R / ° T / x Y I y A / . �� / I I I PqQ'.�� \� \ ' ®v� '` /O •1 _ ° �` Q EL, 12.5' O O 8 D' ELEVATION ° o � '` \ \'(�1a ° MIXED SAND AND LOAM A/C CONDEr1 /n020 J � �\v F ,�X No • \ O O OO/ 1 . ° PROVIDED PA.d d X d O�_• ° Q�FP\� QO�� `�Q / \� \\ 1 �o.s n��� P�-� s.e /' I OQOG' vv ��/ - BANKED PARKINI \ Y` / 00 �.-..� IM - / BROWN SILTY SAND SM i x ° 6 d \�1 °1l d 4� e ODD X -- 0 . 11 %�u / C 1 \ ° p ♦ / \4 / ` \ / / r O / / O ! C _- DRIVE UP WINDOW •G . .( [ \ J '�i \ I / 'S, !/Jj / f / I ` I �pGO G �-J 6 PALE BROWN FINE SAND SP ` P PA �i O ° - d .' ° ° e / / d ° / ° 0 / \ P 13.25 lx \x 12.3 �C � � ! �/tel GI / 1I2th' � .6 r� d S s s x� '1 X / MSN' o r o �O' N 8 s � -4 rye, EL. 3.a• s 1, - TRAFFIC DIRECTION F � / d PD PH' CPQ d d ° °k6 / / �`�' /o, \\\\^ ° u /d�` \ �i � Q I I .S� Po °� �1i� ,vL U06 OGFZP LO / a d e QOQOFI�Gj x 1kSa \\\\ (�Q T\�9 \� X i `7y� �•y\ �j�/ Ste° o ��/A c O O �1 o SJ , ��� �CEMg o'ZPD og F NpP�10 � d ° +,d X \ '\� / / T„ P .�9x O O �/C CC- 9�"VjO v WATER IN PALE BROWN FINE SAND SP JUNE ,AgES\ e d �\ F/gyp\\, X3.13 - - / \\\ 11.3 \ /\\ �\ r/O� ® \ // ,�C/ 6� x103g�'4,�J L��L�I � 'cf.� ,i, ,t, DEC��`11 OA/IpP S, p ry / \ O 9 C \ _ ° e o P / / 0 4 � � - 17' TO SARA 0Rp . d ,I/ � �w��,�` ! \ I � / TG 1 �Y� 10.9 �1� ��,� oJ�' jj j •(� r d 1 ' p\� a {// / X lY K 1 e ° G d °e d / eq / rVC� Q °' .� IC 1 V \CAO .� co O"P ° � ° k\° ° ° ° ° � � 0�g� Q ^�00� \\\\ I A '� / x 11.5 �O CN r AS d a ° a ° °/ �� ! / _ �° 12.9X b C� GI \ x95 \\\ O�"C"' 1 1� ^} t 1�J ° ��" /'IVG Gp�X1.1 r / '� �' \ V 9 A - 11.56 d X 55 I p / ® \\ I SEWAGE DISPOSAL SYSTEM #1 CROSS ATAOO8.6x 13.3 41 I D � � p AX (NOT TO SCALE) ff. d d° ed °° d ° � e 1� Q1 1 ( Il - Gc V� / X11.3\\ '��-(�/ �P\\ ` I / / oA s� I // / \ \ / 1° F.FL. EL.T2.;i 10'14 .33 OC, ```` ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME / �� V co & COVER (INSECT PROOF) FINISHED GRADE N�' ° 17.7,5 1 0 �\. // \ g X 1C�9 13 ) / z EL , &COVER (INSECT PROOF) FINISHED GRADE 2._°. _D.. 2.D EL. 12.D 1000-122 13,346 -03 1 sq ft. 4'OCAST IRON PIPE 1 a" ft. (mox.) (min.) r8" min. TRAFFIC BEARING COVER 06 aC• ° - \r\e. °.a ° ° 002 \ 11.93 �J,.�• - X P\/ '4L \ k / L i / / 6 O° o -�- e �p�� d d ° ° ° °d x127 \\ x- lO���O / Q2 / x9.1 F� la,. \ \ I / / / .�9' O° / / X P d \a {� /�/ F2 \ / ti 7® I iy \ I / / p4' / X10. 3 .,P '9 / / �� - / / �Iry / N 4" PVC PIPE •{ /\ " Q�pC\ c" d �. ° ° ° O \ },( _z_ /\ / INV EL 10,2 .•/fL(min C 1 O�. ° GJ INV EL. 100 INV. EL �2 ° ° ° 000° �`o �` e ti9'ti \ S,d/ / ft o�� Po / �e� / °F ! x 100 122- 40 618 sQ' ° �R� P - .-12 EXI571N& BUILDINGS 4 5TRUGTURE5 gyp/ 2H \ / 9 G / � \\\ / \\ loa 10-0 o � 8 0" IM. EL./ X �O 'O g32 cc. TO BE REMOVED tic \ o, / QO ,�QJ �Ql. e9 �\'\/ / ` 9, I 1\\\ X S.C. TA 03-5,1 6 \ � X. / ' xs.6 r� I \ c / 0 4 4 v 1000-122- 0 038 sq- !? q• ft. / d / 1 / O� \ k 4� 0 ® s.o \° I ® T ?$1• J�p\�' 9 '20,038 460 ac- id d q \ eq "v� x 10.55 JQ I �. / X F° - TAX N 0' _ 0 \\ 1A ° , / d / �j \ X 11.10 0 �l U 0 \ I I \ ° P`, o S.C. 17 e ° d r1.o /1 \ nGl\U �U' \'L' Gj \ I ' /� I \ \\\\ O' x10. G°; JPS 00-122-03 sq ft. 1,93 / d e �e \ / Q c o 0o P. \ry. \\ \\ / -- 10 142 °/ � / D+• �. I \ / DIA. 84 1 cc. Q 1 to G \ 1 ® \ / 1 �/' TOTAL / A d ✓� sFs o� \ QO o / °GF��, Q�0 / ` �� I \\\\ \ o ` ` �0 ,�1 / �g / �' SEPTIC TANK \\•Q, / '� 1,200 GALLON fo•-°- x CLEAN SAND AND GRAVEL -BOTT r� OM EL. 5_7 � 10 \ C y -O v \\\ (�• ' / O GROUND WATER EL. 'Y N` ��c \ / 8' C 9 \ X ry ® DISTRIBUTION W FROM: ° / + MIN. OQ' ` � xa.2 I 1 . �U' / P. x7, TAKEN 3610300481 G / INFORMATION YEAR FLOOC 9-- - - _ +� O� \\\\ 77 �� /�, / SEWAGE DISPOSAL SYSTEM #2A CROSS SECTION ')D ZONE RATE MAP NO• AREAS of 100- AREAS \ems URAN 500- FLOOD;T OR VEES �C �° X SS THAN ROTECTED PUaiP \ X / 0 d INS CE LE YEAR P WITH DRAINA ODFROI (NOT TO SCALE) * AREAS OF 1 F00 gY LE c F/// oNE pTH OF AREAS FLC F.FL. EL.12 i r DE AND YEARROADWAY TYPE C.I. FRAME 1SQUAREMALNTOBE OUTSADE500- \ COVER (INSECT PROOF) FINISHED GRADE ROADWAY TYI x� / \ \ // G• X rROADWAY TYPE C.I. FRAME(JJ o EL. 12Q ) & COVER ARE T&COVER (INSECT PROOF FIIL ISH EO GRADE (Ih A�'3 \\ Pz 2'-0 ,-o NEX: m 4'�CAST IROIN PIPE 1/4"/ft. (max.) (min.) r B" min. TRAFFIC BEARING COVERs. X \ \ �Q�\ // l T ro 6 -Ale ��o. / l- X\ ,` INV EL. 10 2' iv 4" PVC PIPE i/8"/fL(min 7.7 J�'J o INV. EL. 10,0 a °` / SEWAGE DISPOSAL SYSTEM CALCULATIONS m NV. EL. y \�� �� OSP \ \ P� `- / 1h ,o 0 0 INV EL.2 4' Al / Q �Q. Q / (GROUND WATER MANAGEMENT ZONE IV) e'-0 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x 1.931 ac. = 1,158.6 4 a" o 8.1 g x / j ? 0 OJT �0 �p X 2. SEPTIC SYSTEM #1 o a„ $ PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) 3,244 sq. ft. sf x 0.06 GPD/sf = 194 GPD (NON - MEDICAL OFFICE SPACE) a'-o' DIA. a 3'-0" (min.) Ro A \ a 3. SEPTIC PROPOSED SDESITEMGN2 FLOW (MEDICAL OFFICE SPACE) 1,200 GALLON o-o" Li 0 F \ \ / / x 4,750 s ft. sf x 0.10 GPD sf = 475 GPD MEDICAL OFFICE) SEPTIC TANK �tiT �'S ///VI/ 130- .6 q / 4. SEPTIC SYSTEM #28 �14CLEAN SAND AND GRAVEL BOTTOM EL. 5.7• o 7 PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) ° �` �` O� Tg 4,750 sq. ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) c GROUND WATER EL. 3.4' E ooOS�� TCp, X cP\01 oqk ¢�Ski' 5. TOTAL FLOW = 194.64 + 475 + 475 = 1,144.7 GPD 7'7 0 (3) LEACHING POOLS X r4/ v) '�� P��71 PS 6. SEPTIC TANK CAPACITY REQUIRED PER BUILDING �0� 8 oy�\ 0P71� 0,�� SEPTIC SYSTEM #1 s2 ° 194 GPD x 2 = 388 GPD SEWAGE DISPOSAL SYSTEM 26 CROSS SECTION �� ¢0 x- �pP 6 �O� PROPOSED (1) 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) # 051 �j�C QQ'r�`�Q�'� ,� o\e`� � 7. SEPTIC SYSTEM # 2A (NOT TO SCALE) S' �0 {\ ¢0 of �t 475 GPD x 2 = 950 GPD DRAINAGE SYSTEM CALCULATIONS ��• llQ �C� p° �P��P PROPOSED (1) 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) F.FL. EL, 12.5' ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME NUMBER OF TRIBUTARIES = ONE �A ° O # Z & COVER (INSECT PROOF) FINISHED GRADE & COVER INSECT PROOF FfNISHED GRADE ROADWAY TYPE C.I. FRAME J' X2 7� Q5 G F 8. SEPTIC SYSTEM 2B EL 120' ( ) & COVER ROADWAY TYPE C.I. FRAME DRAINAGE AREA WITH 100% IMPERIOUS = 54,292 s ft. �� °° 3 o., 0 \a �' 9 EL.120 (INSECT PROOF) FINISHED GRADE 7-0• 1'-0" ) FL .120 & COVER (INSECT PROOF) q• �GO. CDS 6 O �O\,�oQ° _r 475 GPD x(2) = 950 GPD m @ 4'OCAST IRON PIPE 1/4"/ft (max.) r8• min. TRAFFIC BEARING COVER ASPHALT PAVEMENT, SIDEWALK, AND ROOF ��� r'o a 1� O�Q F.. > PROPOSED 1 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) INV. EL. 10.2• N 1 4" PVC PIPE @°,/8"/ft.(min MIN. 1MIN EACH DRAINAGE RINGS 10'-0" DIA .X = 30.9 RINGS �cr o �. o I^ INV. EL, ,o° 4'-0" IN DEPTH WILL PROVIDED O 'o,'o, F� I I I i I" 9. LEACHING POOLS REQUIRED SYSTEM #1 0 = m S. INV. EL,Q�: 1736 sq. ft. OF CAPACITY OF IMPERIOUS AREA g0° °0 °Go'� x�o `�° 1 � �- -' --1 I MAXIMUM 388 GPD x 1.5 = 258.67/31.42 = 8.23 V.F. 10,-0• INV EL.944 INV. EL. NUMBERS OF DRAINAGE RINGS REQUIRED - 31.3 RINGS h` 6q Fo�o� JFQ I ' . I I I SIDE WALL LEACHING AREA s'-o" NV. EL.�o z h �j 6.3 ° PROPOSED (3) 10' DIA, x ) DEEP 4 PLANTING BUFFER AREA WITH 10% IMPERIOUS - 29,850 SQ. FT. ly � x- I 4.0 a- 18"DROP Z NUMBERS OF DRAINAGE RINGS REQUIRED - 1.8 RINGS 2016 LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. TOTAL DRAINAGE P:NGS REQUIRED - 33.1 RINGS S. Fr L 10. LEACHING POOLS REQUIRED SYSTEM #2A 4" o TOTAL DRAINAGE RINGS PROVIDED - 35 RINGS I� S), °O - -- -- MAXIMUM 475 GPD x 1.5 = 316.67/31.42 = 10.1 V.F. p y ZS"Osr• °O SIDE WALL LEACHING AREA 8'-0" 9�A0• b� __ __ I PROPOSED (3) 10' DIA. X 4' DEEP (min.) F � LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. 1,200 GALLON (nn-) 11. LEACHING POOLS REQUIRED SYSTEM #2B SEPTIC TANK TYPIC,-',L STORMWATER UNIT C� MAXIMUM 475 GPD x 1.5 = 316.67/31.42 = 10.1 V.F. f-I (NOT TO SCALE) SIDE WALL LEACHING AREA Pel PROPOSED (3) 10' DIA. x 4' DEEP CLEAN SAND AND GRAVEL BOTTOM EL. 5_7' o �BOTTOM EL. 5_7' OR EQUAL INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) PARKING REQUIREMENTS LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. - 'E 0i •` ASPHALT OR GRAVEL SURFACE ELEV. 11.5' (TYP.) c' GROUND WATER EL 3.4' N E ° 0 8" THICK REINFORCED CONCRETE ��\>oQo`' TOTAL BUILDING AREA 12,744 sq. ft. DISTRIBUTION POOL (3) LEACHING POOLS E TRAFFIC BEARING SLAB (TYP H-20) Oya Q� (BANK AND OFFICE BUILDING) o PARKING REO'D FOR 33 STALLS PIPE OR APPROVED EQUAL 12" CORPE DRAIN m BANK BUILDING • FQ` 1 STALL/100 of FLOOR AREA 0.5% MIN. 0.5% To NEXT UNIT (min. 12" CORRUG. PE DRAIN JQ� 3,244 sq. ff./100 PIPE OR APPROVED EQUAL �\ ° PARKING REQUIRED FOR SITE PLAN & DRAINAGE & SEPTIC PLAN DESIGN o �F. OFFICE BUILDING 40 STALLS 10'-0" PHYSICIANS AND DENTISTS James V DeLucca R A 3'-0' S SPACES PER PHYSICIAN OR DENTIST UNAUTHORIZED ALTERATION OR ADDITION LEACHING RINGS (min.) TOTAL 8 PHYSICIANS V. ■ ■ TO THIS SURVEY IS A VIOLATION OF 3'-D" PREPARED IN ACCORDANCE WITH THE MINIMUM REINFORCED PRECAST CONC. CRUSHED 3/4" - 1-1/2' STONE "6i . SECTION 7209 OF THE NEW YORK STATE (min.) AND OR DENTISTS X 5 r STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ■ BY THE L.I.A.L.S. ANQ..4PPftC7VED AND ADOPTED EDUCATION LAW. Nathan T a f t Corwin a000 PSI ® 28 DAYS ALL AROUND (IF RED-D.) STALLS PER PHYSICIAN OR DENTIST Er_ .' I '� COPIES OF THIS SURVEY MAP NOT BEARING 190 Cf 4" INSTALL GEO CLOTH AROUND ALL 'J�- FOR SUCH USE Y"'THE rN EyN�. QRK ATE LAND Ill TOTAL PARKING REQUIRED 73 STALLS C` ° ' i Y/. TITLE ASSOCIA IN.'f`:l c Jq, o LEACHING DRAINAGE RINGS PER ZONING CODE �✓ '4\i' Ir '� THE LAND SURVEYOR'S INKED SEAL OR Q ` �1> EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor •I E TOTAL PARKING PROVIDED 63 STALLS s .ACA Ca TO BE A VALID TRUE COPY. TOTAL BANKED PARKING 3 STALLS GRDUND ��T R , '� ,,,� ;� C7 .L �`• !, CERTIFICATIONS INDICATED HEREON SHALL RUN °f TOTAL PARKING REQ'D 63 STALLS 7, > J 1F (`. /t ONLY TO THE PERSON FOR WHOM THE SURVEY BY PLANNING DEPARTMENTt .1 J . c„ j!).;a- IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout BANKED PARKING 3 STALLS LENDING INSTITUTION LISTED HEREON, AND QUEUING PARKING REQUIRED 10 STALLS >` f,t` - r ,`r, TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 ' r i��7 Q` y `` ' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. QUEUING PARKING PROVIDED 10 STALLS . 02.36 { Fax (631)727-1727 ^ THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 0� N�� `�'• `t� J ��U, 322 ROANOKE AVENUE "�'i AND/OR EASEMENTS OF RECORD, IF P.O. Box 1931 �.4�1 No. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED, RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 24-255K SURVEY OF PROPERTY SITUATED AT SUBJECT � PREMISES / MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK ��\ -- j_ , ES REEK Iro S.C. TAX No . 1000- 122-03 - 17 . 1 2 GF E. LEGION AVENUE ,�ti SCALE 1 "=30' / JULY 12, 2006 DECEMBER 22, 2006 ADDED SITE PLAN '+ 0JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY KEY MAP '�/ DECEMBER 17 2009 FOUNDATION LOCATION JANUARY 27, 2010 FOUNDATION LOCATION WEST BUILDING » ' ' AUGUST 5, 2010 FINAL SURVEY SCALE 1 =600 a / SEPTEMBER 14, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 09/08/10 v APRIL 11, 2016 ADD GFA CALCULATIONS AUGUST 23, 2016 UPDATE SURVEY t SEPTEMBER 20, 2016 REVISE FLOOR AREA NOTES SEPTIC SYSTEM TIE MEASUREMENTS TOTAL LOT AREA = 84,142 sq. ft. (BUILDING No. 1) 1.931 ac. / BUILDING BUILDING CORNER NA CORNERMB SEPTIC TANK COVER 1 18' 24' CERTIFIED TO: alma SEPTIC TANK 14 24' CHICAGO TITLE INSURANCE COMPANY .'CUT COVER 2 LEACHING POOL COVER 1 29 29 ISLAND EAST SERVICING CORP. Cb S S LEACHING POOL 43' 38' COVER 2 ,S7, LEACHING POOL 32' 35' 4p., COVER 3 NOTES: \ F 1 . FLOOD ZONE INFORMATION TAKEN FROM: �r \ FLOOD INSURANCE RATE MAP No. 36103CO481 G ZCNE X*: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN AV1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. 2. GROSS FLOOR AREA CALCULATIONS PROVIDED BY OWNER. di 10 j e 0 ?S' \ �� I f/°� I�•�i �P/ boy \ '100 y fro/ `r °e� �� 3 s tir•�a °0 0 0. Yv CURB CUT ye /�Q a0 �`$�J Oj �RB o o;0 / �y � GJ GO G• P •�+� ?q,E_x / �`° F1'�°Py\\8. 'Pill rob :�A AFP • tic ° o�c .T�� °� \ co I / G�� y /.\��IG� �e • \ r a o 4r°tiglr oo� �!t Act T.o �GJa P oo S). .� ,fi'``g / ./ � ,/�O° o-'` •_�7` 'til` 'Oq ° °sr ,,o � � �Q Sl S 40 ' C°G9t� �P 4, r I e L 3 0 0 P !® F G is G�\?'1�_ C I 20• / � ^�— ��• e l\`—�\gF,,�� ST �Q A GJ�g `FCA aU�� pp ,fig• fo e � f�• `;� Z� ,y J�o�G � e, Coro lOo r � � 'pati °e4 �Qo� � °.�p� VA / ry! roleer lOA9A_ rs �-� S� p �� y ° y T• \? \ O G/ 9r bp FP o —e9'a 0T�C°° OCq ? Z ?� ' 5 sl�Fl00, Q,99�e /� s' off? \lee plq�p !as 9S� R�`r-o 1 o x p s <` 9•�sO s9� �CA . / Ovyq! sp00ssq frr 2 QP�� �Fco E•! % 'P V\ 9, fr oe4 't'C A C O 4 . s 1. 0OA °oF 9 frf G oo e°O �� A F Q.r r ��1® SEPTIC SYSTEM TIE MEASUREMENTSro �F ti° ee � 4& ae�p(BUILDING No. 2) °s� pry' % (FRONT BUILDING) `''t� I C°yc `lel ° Qoy BUILDING BUILDING �' 1 /• `I //��ip°v v ? o`'� G CORNER QE CORNER[F B IlieO�I ry,�/ Qo / �`\1 / SEPTIC TANK �q L / s. 9'F+ �l \1 I • / / COVER 1 22' 39' l J?1• / `�_ l ? i +r`4g LEACHING POOL COVER1 15' 51' `a t c0yc tc)tP`�� _ \ �o 1Fry ` F LEACHING POOL COVER 2 35' 32' LEACHING POOL 34' 59' D v �8 °( o° �F!A GJ 3eo� °24' n COVER 3 l�9 S2, �oJl9po `` gQfiF �v' GREASE TRAP 13 �y SEP 2 9 2616 INLET COVER 49' ' O 0 . ps ti i 'J GREASE TRAP 51' 16' ��s /® `F OUTLET COVER SO*% BUILDING DEPT. SEPTIC SYSTEM TIE MEASUREMENTS 00 3p,, ooN ry`�N °� 4°PO TO`R'N OF SO=OLD (BUILDING No. 2) Ik e o� (BACK BUILDING) b0 1Nk BUILDING BUILDING 4`��PS CORNER © CORNEROD 3r a °•tit o 5g p�� UNAUTHORIZED ALTERATION OR ADDITION g �1 TO THIS SURVEY IS A VIOLATION OF SEPTIC TANKSECTION 7209 OF THE NEW YORK STATE COVER 1 18' 41' EDUCATION LAW. SEPTIC TANK22' 42' 00 COPIES OF THIS SURVEY MAP NOT BEARING COVER 2 00 THE LAND SURVEYOR'S INKED SEAL OR 7A3 �o. EMBOSSED SEAL SHALL NOT BE CONSIDERED LEACHING POOL 34' 47' 60• 4+r TO BE A VALID TRUE COPY. COVER 1LEACHCERTIFICATIONS INDICATED HEREON SHALL RUN COVERIN2 POOL 53' 58' �+' 10 �� ONLY TO THE PERSON FOR WHOM THE SURVEY QUO s1� •I� 4�� IS PREPARED, AND ON HIS BEHALF TO THE LEACHCOVERIN3 POOL 57' 50' 1 �5l �'�,s'9 bry�o TITLE LENDING COMPANY, GOVERNMENTAL ELISTED THEREON AGENCYAND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. cP I� o�-. F t9 g yo o ��ol �e THE EXISTENCE OF RIGHT OF WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. 14Q AND/OR EASEMENTS OF RECORD, IF �.a G o,:,0—.n PREPARED IN ACCORDANCE WITH THE MINIMUM C *s*,*o• �� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III F BY THE L.I.A.L.S. AND APPROVED AND ADOPTED-+s 0p FOR SUCH USE BY THE NEW YORK,SrATE ypND �v° �d� �► TITLE ASSOCIATION. Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 j`� , ` 57 I L OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 •_.N.Y.S._.1=i(f. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 35-255D SURVEY OF PROPERTY SI T UA TED A T SUBJECT MATTITUCK PREMISES ' ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1p` AWES CREEK �•• S.C. TAX No. 1000- 122-03- 17. 1 Ao yG� E. LEGION AVENUE �l'' SCALE 1 "=30' 1 / JULY 129 2006 DECEMBER 22, 2006 ADDED SITE PLAN ' JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY KEY MAP JANUARYE27,DECEMBER 17 LOCATIIONLWESTOBUILDING SCALE 1 "=600' ' AUGUST 5, 2010 FINAL SURVEY SEPTEMBER 14, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 09/08/10 APRIL 11, 2016 ADD GFA CALCULATIONS TOTAL LOT AREA = 84,142 sq. ft. f 1.931 ac. / SEPTIC SYSTEM TIE MEASUREMENTS (BUILDING No. 1) BUILDING BUILDING CER TIFIED T 0: ❑A CORNER❑B SEPTIC TANK CORNER COVER 1 18' 24' } SEPTIC TANK 14' 24' CHICAGO TITLE INSURANCE COMPANY COVER 2 LEACHING POOLISLAND EAST SERVICING CORP. COVER 1 29• 29' ,poi• `r S1, COVER LEACHIN2 POOL 43' 38' S�, 32'LEACHING POOL 35' NOTES: 4py� COVER 3 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300481 G ZONE X*: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE J� N1 } �c+o�.n DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. \\ Pop / 2. GROSS FLOOR AREA CALCULATIONS PROVIDED BY OWNER. •t t . -. A�` r ?pp All- CURB PJ�AQP :::::.�.� ....::::::;::•::::.: •: \ (�• 5 • CURB Cur �2` VO r ° '�,• .�� � oas' GJ �� Go / �Yc o 2 �. 1�. q, o -4t . �O •i toft ' �, �' \'•°, oo �.ti orae - - `' / '� I �G���� -�� • \\ oTIP � rA °op° $ A od ���� ��, Q ,00ST S SSS v/ s } O o•o• o �i S o� °�s �''' / -�'�•.;,•� •� �' � � � rpt °, s9. � 'Oo�.o � GJ oey' °,pq cONc cP / .� ' `yL � ��_ �?• � t`,_�\ ,�a° 09 �. GJQ� �l A cG�e p�A 1y. 0-14%O G s° o �� �p�O 01, �Y P�cn"Y�S'J./` ,oc(°� A°� Oas' •t� �aC� GOti �� /`iP �.•• 9• 5 S 1 F 0a�♦..r:✓:..:�. :.r�'.��/'".; f + 'p / ►1' c•U r= �,..�I,M.�I i C I i.E".L i}i SIS i�4`:CS �` o �. C s. +A" dO� 0,-1 ! P, �n r• / T O dO 6- 9,? ''r..TRUC T EG Y.� / .-,yA�' -1.6_2G1 _ H.S.F� :L�.fv:�. CIO. o S '0 0 CLS O� 6 G yl S(Ippl �T g+ Q G � � �A ct' �• Vi�..;l:' 3i:.:r.�it�91}`-: 1. t1.. t1�Tl�,f.'id S:�6 d,+."Tr Qom' ti� O_ lie Q try• .r:i t:�i t'�i> di,Fa.,�7:ww.-C+. ci / SEPTIC SYSTEM TIE MEASUREMENTS � o BUILDING No. 2 titi/ 21 .1 - (FRONT BUILDING) / GQs ► Q�? BUILDING BUILDING c ��� u�2ry,� 90 o ,o*° • /Q CORNER E CORNER F °tic A i• `t yYQP AS ti� t` �1J ❑ ❑ � °� � �`�� SEPTIC TANK COVER 1 22' 39' � Sri A\_i oAF +' �• 4� 1�� °RyR� LEACHING POOL COVER 1 15' 51' •�. Rwpo (�' o� y ?, 11AVO LEACHING POOL35' 32' �E9 $ COVER 2 LEACHING POOL 34' 59' I lie �� G ,�ti Q,/\! COVER 3df k. N SEPTIC SYSTEM TIE MEASUREMENTS •byOp, Oy W ti �� o54t) (BUILDING No. 2) 6 ro 0 °M' G (BACK BUILDING) N. BUILDING BUILDING CORNER © CORNER❑D 'd•Ott cf� 9g 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEPTIC TANKSECTION 7209 OF THE NEW YORK STATE COVER 1 18' 41' r dF` EDUCATION LAW. SEPTIC TANK22' 42' DOO COPIES OF THIS SURVEY MAP NOT BEARING COVER 274a6 �' �O EMBOSSED SEAL SHALL NOT BE CONSIDERED LEACHING POOL COVER 1 34' 47' 0 Qtr TOEBE EMBOSSED DVAUD TRUE COPY. SEAL OR LEACHING POOL + D ������ COVER 2 53 58' �s S D CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE LEACHING (�,0 �% TITLE COMPANY, GOVERNMENTAL AGENCY AND COVER 3 POOL 57' 50' y 'f61 `t" c �ti� AUG 1 5 2016 Y ,- TO THEON. CERTIFICALENDING TIONSAREARE ENDINGNOT ISTED HEREON, NSn ABLE. TO THE ASSIGNEES OF THE LENDING INSTI- + a IL I );UII,DFNG REPT. PT. •�'`P ��� $o.fi �I.°a 4 TOi1OTSOU'TDOLD I I THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF �I°It 4 s%tp ANY, NOT SHOWN ARE NOT GUARANTEED. td GJ �o� 44, PREPARED IN ACCORDANCE WITH THE MINIMUM 01ry0. VIP STANDARDS TITLE ESTABLISHED It BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH Nathan Taft Corwin I I `Z, .rRE ASSOCIATION. BY THE NEW YORK STATE LAND r���y ��/-�i�- per-.{!`s ev-1p 7 Land Surveyor qF. may. w �{ i. `• 4- c1; A Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ��!` •�7 OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y S.,Lio"Y8046 Jamesport, New York 11947 Jamesport, New York 11947 4— 5 T DF-60415•C MS-92000DLS(E) Rev 2 FIre.LIWALarms Intelligent Addressable FACP with Built-In Communicator by Honeywell ���,.9r,�j-'_x�""'��`�� �.,$y _;_-- _ _._" ,- -- .t r�,5>�`k`�ia.•-,, -�.n '_��?%�7'Ss';�-�:%�-a;_.�,'�:::.,'�`.a-.F - - 7r General The Fire-Lite MS-92000DLS Rev 2 with Version 4.0 firmware is a combination FACP (Fire Alarm Control Panel) and DACT (Digital Alarm Comm unicatodfransmitter) all on one circuit board.This compact intelligent addressable control panel has an extensive list of powerful features While the MS-9200UDLS Rev 2 may be used with an SLC configured in the CLIP(Classic Loop Interface Protocol)mode, _ it can also operate in LiteSpeedTM mode—Fire•Lite's latest - – – polling technology—for a quicker device response time W LiteSpeed's patented technology polls 10 devices at a time. This improvement allows a fully-loaded panel with up to 198 devices to report an incident and activate the notification cir- cuits in under 10 seconds With Litespeed polling,devices can be wired on standard twisted,unshielded wire up to a distance of 10,000 feet. The MS-9200UDLS Rev 2's quick-remove chassis protects the electronics during construction. The backbox can be installed allowing field wiring to be pulled. When construction is com- pleted, the electronics can be quickly installed with just two bolts. Available accessories include ANN-BUS devices as well as ACS LED, graphic and LCD annunciators, and reverse polar- ity/city box transmitter. Features The integral DACT transmits system status(alarms,superviso- ries,troubles,AC loss,etc.)to a Central Station via the public • Listed to UL standard 864,9th edition. switched telephone network It also allows remote and local . On-board DACT. programming of the control panel using the PS-Tools Upload/ . Remote site or local USB port upload/download, using PS- Download utility. In addition, the control panel may be pro- Tools grammed or interrogated off-site via the public switched tele- phone network.Any personal computer with Windows®XP or . Four Style Y (Class B) or two Class A (Style Z) NAC cir- greater, a compatible modem, and PS-Tools, the Fire-Lite cuits. (Up to 6.0 amps total NAC power when using Upload/Download software kit, may serve as a Service Termi- optional XRM-24B.) nal. This allows download of the entire program or upload of • Selectable strobe synchronization for System Sensor, the dntire program, history file, walktest data, current status Wheelock,and Gentex devices and system voltages. The panel can also be programmed . Remote Acknowledge,Silence, Reset and Drill via address- through the FACP's keypad or via a standard PS-2 computer able monitor modules or LCD-80F,ANN-80 or ACS Annun- keyboard,which can be plugged directly into the printed circuit ciators. board. This permits easy typing of address labels and other . ANN-BUS for connection to following optional modules(cannot programming information be used if ACS annunciators are used): Version 4.0 firmware supports the following ANN-bus devices, –ANN-80(-W)Remote LCD Annunciator AD355 (LiteSpeed), USB port, NAC circuit diagnostics, a new –ANN-1/0 LED Driver report has been added to the walk-test that lists untested devices, new device types added audio telephone type code –ANN-S/PG Printer Module for ACC 25/50ZST, Photo Supervisory and auto-resettable –ANN-RLY Relay Module Drill(non-latching). =ANN-LED Annunciator Module The FireWatch Series internet monitoring modules IPDACT-2 –ANN-BLED Annunciator Module alarms only and IPDACT-2UD permit monitoring of alarm signals over the . ACS/TERM- Internet saving the monthly cost of two dedicated business telephone lines. Although not required, the secondary tele- –ACS Annunciators: Up to 32 ACM Series annunciators phone line may be retained providing backup communication (ACM-16AT or ACM-32 series). Cannot be used if ANN- over the public switched telephone line BUS devices are used. NOTE: Unless otherwise specified, the term MS-9200UDLS is –Terminal-mode Annunciators. Up to 32 LCD-80F remote used in this document to refer to both the MS-92000DLS and the annunciators MS-92000DLS(E)FACPs(Fire Alarm Control Panels). • EIA-232 printer/PC interface (variable baud rate) on main circuit board,for use with optional UL-listed printer PRN-6F. • Integral 80-character LCD display with backlighting DF-60415 C•12/17/2009—Page 1 of 6 • Real-time clock/calendar with automatic daylight savings • Mai ntenance/Presign al(yellow) control • Disabled(yellow) • Detector sensitivity test capability(NFPA 72 compliant) • Battery Fault(yellow) • History file with 1,000-event capacity. • Ground Fault(yellow) • Maintenance alert warns when smoke detector dust accu- mulation is excessive KEYPAD CONTROLS • Automatic device type-code verification • Acknowledge/Step • One person audible or silent walk test with walk-test log and • Alarm Silence printout. • Drill • Point trouble identification. • System Reset(lamp test) • Waterflow(nonsilenceable)selection per monitor point • 16-key alpha-numeric pad(similar to telephone keypad) • System alarm verification selection per detector point. • 4 cursor keys • PAS (Positive Alarm Sequence) and presignal delay per • Enter point(NFPA 72 compliant). NOTE:Only detectors may participate In PAS. Product Line information SLC LOOP: MS-92000DLS Rev 2: 198-point addressable Fire Alarm Con- . SLC can be configured for NFPA Style 4,6,or 7 operation. trol Panel, one SLC loop. Includes 80-character LCD display, single printed circuit board mounted on chassis, and cabinet. SLC supports up to 198 addressable devices per loop (99 120 VAC operation. detectors and 99 monitor,control,or relay modules). • SLC loop maximum length 10,000 ft. (3,000 m). except with 240 Rev 2: Same as MS-92000DLS Rev 2, See installation manual for wire tables. except with 240 VAC operation. 4XTMF Reverse Polarity Transmitter Module: Provides NOTIFICATION APPLIANCE CIRCUITS(NACS): supervised output for local energy municipal box transmitter, • Four onboard NACs with additional NAC capability using alarm,and trouble. output control modules (CMF-300 or CMF-300-6) The four PK-CD: Contains PS-Tools Programming software for Win- Class B NACs can be converted to two Class A NACs with dows®-based PC computer(cable not included) NACKEY(included). Silence Inhibit and Auto Silence timer options. DP-9692:Optional dress panel for MS 92000DLS Rev 2. •• Continuous, March Time, Temporal or California code for TR-CE:Trim Ring for semi-flush mounting main circuit board NACs with two-stage capability. BB-26: Battery backbox, holds up to two 25 AH batteries and • Selectable strobe synchronization per NAC. CHG-75 • 2.5 amps maximum per each NAC circuit. BB-55F: Battery box,houses two 55 AH batteries. NOTE:Maximum 24VDC system power output is shared among CHG-75: Battery charger for lead-acid batteries with a rating all NAC circuits and 24VDC special-application auxiliary power of 25 to 75 AH. outputs. Total available output is 3.0 amps. Using the optional XRM-24B transformer increases 24VDC output to 6.0 amps CHG-120F:Remote battery charging system for lead-acid bat- teries with a rating of 55 to 120 AH. Requires additional BB- PROGRAMMING AND SOFTWARE: 55F for mounting. • Autoprogram(learn mode)reduces installation time BAT Series: Batteries,see data sheet DF-52397 • Custom English labels(per point)may be manually entered XRM-24B(E): Optional tfansformer. Increases system power or selected from an internal library file. output to 6.0 amps. Use XRM-24BE with MS-92000DLS Rev • Three Form-C relay outputs(two programmable). 2(E) • 99 software zones. PRT/PK-CABLE: Cable printer/personal computer interface • Continuous fire protection during online programming at the cable, required for printer or for local upload/download pro- front panel. gramming • Program Check automatically catches common errors not PRN-6F: UL listed compatible event printer. Uses tractor-fed linked to any zone or input point. paper • OFFLINE PROGRAMMING: Create the entire program in IPDACT-2/2UD, IPDACT Internet Monitoring Module: your office using a Windows®-based software package Mounts in bottom of enclosure with optional mounting kit (PN (order programming kit PS-Tools, separately). Upload/ IPBRKT). Connects to primary and secondary DACT tele- download system programming locally to the MS- phone output ports for internet communications over customer 92000DLS(E)Rev 2 in less than one minute. provided ethernet internet connection Requires compatible • USB programming with standard Male-A to Male-B cable. Teldat VisorALARM Central Station Receiver Can use DHCP or static IP (See data sheet df-60407 or df-52424 for more User interface information) LED INDICATORS IPBRKT: Mounting kit for IPDACT-2/2UD in common enclo- sure. • AC Power(green) IPSPLT: Y-adaptor option allows connection of both panel • Fire Alarm(red) dialer outputs to one IPDACT-2/2UD cable input. • Supervisory(yellow) COMPATIBLE ANNUNCIATORS • Alarm Silenced(yellow) • System Trouble(yellow) ANN-80(-W): LCD Annunciator is a remote LCD annunciator that mimics the information displayed on the FACP LCD dis- Page 2 of 6—DF-60415 C•12/17/2009 play. Recommended wire type is un-shielded. (Basic model is red,order-W version for white;see DF-52417.) ANN-LED: Annunciator Module provides three LEDs for each zone: Alarm, Trouble and Supervisory Ships with red enclosure(see DF-60241) ANN-RLED: Provides alarm (red) indicators for up to 30 ; input zones or addressable points.(See DF-60241). ---, a ANN-RLY: Relay Module, which can be mounted inside the cabinet, provides 10 programmable Form-C relays. MS-92000DLS i Remote ACC-25/50 ZS (See DF-52431.) Fre Alarm ; ; Microphone Audio Command ANN-S/PG: Serial/Parallel Printer Gateway module pro Control Panel Center vides a connection for a serial or parallel printer. (See DF- C 52429.) C_� ' SPR ANN-1/0: LED Driver Module provides connections to a U) Speaker user supplied graphic annunciator. (See DF-52430.) K - N ACM-8RF: Relay module provides 8 Form-C 5.0 amp SD355 SPC '. relays. Photo Detector i - I W 1 series Speaker ACS-LED Zone Series: LED-type fire annunciators capa- ble of providing up to 99 software zones of annunciation. ; LCD-80F Available in increments of 16 or 32 points to meet a variety of applications. LDM Graphic Series: Lamp Driver Module series for use AD355 SPS with custom graphic annunciators. Adapt Detector Series LCD-80F (Liquid Crystal Display) point annunciator: Speaker/Strobe 80-character, backlit LCD-type fire annunciators capable-" ANN-80 of displaying English-language text. NOTE:For more information on Compatible Annunciators for H355/H355R/H355HT use with the MS-92000DLS Rev 2, see the following data Heat Detector sheets (document numbers) ACM-8RF (DF-51555), ACS/ ACMSedes (DF-52378), LDM Series (DF-51384), LCD-80F P2R (DF-52185). Strobe LITESPEED COMPATIBLE ADDRESSABLE DEVICES MDF-300 All feature a polling LED and rotary switches for address- Dual Monitor Module ` ing. P2R CP355: Addressable low-profile ionization smoke detec Strobe tor. tf� Power Supply SD355: Addressable low-profile photoelectric smoke SD355T FCPS-24FS6 p p FCPS-24FS8 detector. Photo/Thermal SD355T: Addressable low-profile photoelectric smoke P2R detector with thermal sensor. Strobe H355: Fast-response,low-profile heat detector. L —0 H355R:Fast-response,low-profile heat detector with rate- MMF-300 Multi-Modules Monitor Module of-rise option • CRF-300-6 Six-Relay Control Module H355HT: Fixed high-temperature detector that activates • CMF-300-6 Six-Circuit Supervised Control Module at 190F/88C. 0 MMF-302-6 Six-Zone Interface Module ® MMF-300-10 Ten-Input Monitor Module AD355(A): Low-profile, intelligent, "Adapt" multi-sensor detector(B350LP base included). MMF-302 2-Wire Detector BEAM355: Intelligent beam smoke detector. Monitor Module BEAM355S: Intelligent beam smoke detector with integralrt ,fit,r sensitivity test. _,J D350PL: Photoelectric low-flow duct smoke detector. " " D355PG Beam Detector/Beam355 D350RPL: Photoelectric low-flow duct smoke detector Duct Detector with relay option. DNR(A): Innovair Flex low-flow non-relay duct-detector MJ-92®®UDLS housing. (Order SD355 separately.) DNRW: innovair Flex low-flow non-relay duct-detector '� ADDRESSABLE FIRE ALARM housing, with NEMA-4 rating. Watertight. (Order SD355 CONTROL PANEL separately.) BG-12LX Addressable Manual Pull Station DF-60415•C•12/17/2009—Page 3 of 6 MMF-300: Addressable Monitor Module for one zone of nor- MMF-302-6:Six-zone interface module for compatible conven- mally-open dry-contact initiating devices. Mounts in standard tional two-wire detectors. Mount one or two modules in a BB- 4.0" (10.16 cm.) box Includes plastic cover plate and end-of- 2F cabinet (optional). Mount up to six modules on a CHS-6 line resistor. Module may be configured for either a Style B chassis in a BB-6F. (Class B)or Style D(Class A) IDC. CMF-300-6: Six-circuit supervised control module Mount one MDF-300: Dual Monitor Module Same as MMF-300 except it or two modules in a BB-2F cabinet(optional). Mount up to six provides two Style B(Class B)only IDCs. modules on a CHS-6 chassis in a BB-6F. MMF-301: Miniature version of MMF-300. Excludes LED and CRF-300-6: Six Form-C relay control module. Mount one or Style D option. Connects with wire pigtails. May mount in two modules in a BB-2F cabinet (optional). Mount up to six device backbox. modules on a CHS-6 chassis in a BB-6F. MMF-302:Similar to MMF-300,but may monitor up to 20 con- NOTE: 1)For more information on Compatible Addressable ventional two-wire detectors. Requires resettable 24 VDC Devices for use with the MS-92000DLS Rev 2, see the following power.Consult factory for compatible smoke detectors. data sheets (document numbers)-AD355 (DF-52386), BG-12LX CMF-300: Addressable Control Module for one Style Y/Z CMF/CRF)Seres (DF-52�0),2365)CP355 (DF-52383), D350PU (Class B/A) zone of supervised polarized Notification Appli- D35ORPL(DF-52398),H355 Series(DF-52385),1300(DF-52389), ances. Mounts directly to a 4.0" (10.16 cm.) electrical box. MMF-300 Senes/MDF-300(DF-52121),MMF-300-10(DF-52347), Notification Appliance Circuit option requires external 24 VDC MMF-302-6 (DF-52356), SD355ISD355T(DF-52384). 2)Legacy to power notification appliances. 300 Series detection devices such as the CP300/CP350, Addressable relay module containing two isolated SD300(T)/SD350(T)and older modules such as the M300,M301, CRF-300: Ad sets of Formdr contacts, which operate as a Dtwo switch. M302, C304, and BG-1OLX are not compatible with LiteSpeed polling. if the SLC contains one of these devices,polling must be Mounts directly to a 4.0" (10.16 cm.)box,surface mount using set for standard LiteSpeed protocol.Please consult factory for fur- the SMB500. ther information on previous 300 Series devices. BG-12LX:Addressable manual pull station with interface mod- ule mounted inside Wiring Requirements 1300: Fault Isolator Module.This module isolates the SLC loop While shielded wire is not required, it is recommended that all from short circuit conditions (required for Style 6 or 7 opera- SLC wiring be twisted-pair to minimize the effects of electrical tion). interference. Wire size should be no smaller than 18 AWG SMB500:Used to mount all modules except the MMF-301 and (0.78 mm2) and no larger than 12 AWG (3.1 mm2). The wire M301. size depends on the length of the SLC circuit. Refer to the MMF-300-10: Ten-input monitor module. Mount one or two panel manual for wiring details. modules in a BB-2F cabinet (optional) Mount up to six mod- ules on a CHS-6 chassis in a BB-6F. Page 4 of 6—DF-60415•C•12/17/2009 a , DF-60415:C•12/17/2009—Page 5 of 6 Y � SYSTEM SPECIFICATIONS System Capacity 16.65" (42 29 cm.) wide x 5.20" (13.34 cm.) deep.Trim Ring • Intelligent Signalling Line Circuits............... .....................1 (TR-CE):22.00"(55 88 cm.)high x 19.65"(49.91 cm.)wide. • Addressable device capacity.......... . ... .. ...............198 Shipping Specifications • Programmable software zones.......... ...... ................99 Weight:26.9 lbs. (12.20 kg.) Dimensions:20.00"(50.80 cm.) • ACS Annunciators.......... .................................. 32 high x 22.5"(57 15 cm.)wide x 8.5"(21.59 cm.)deep. • ANN-bus devices.................................. . ......................8 Electrical Specifications Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0- AC Power: MS-92000DLS Rev 2: 120 VAC,60 Hz,3.0 amps. 491C/32-120°F and at a relative humidity 93%±2%RH MS-92000DLS Rev 2E•240 VAC,50 Hz, 1.5 amps Wire size: (noncondensing)at 32°C±2°C(90°F±3°F). However,the minimum 14 AWG(2.00 mm2)with 600 V Insulation. useful life of the system's standby batteries and the electronic Battery:Two 12 V 18AH lead-acid batteries. components may be adversely affected by extreme tempera- Battery charger capacity: 7-18 AH. MS-92000DLS Rev 2 ture ranges and humidity. Therefore,It is recommended that cabinet holds maximum of two 18 AH batteries this system and its peripherals be installed in an environment Communication Loop:Supervised and power-limited. with a normal room temperature of 15-27°C/60-80°F. Notification Appliance Circuits: Each terminal block pro- NFPA Standards vides connections for two Style Y (Class B) or one Style Z (Class A) for a total of four Style Y (Class B) or two Style Z The re Alar SysteUDLSms Rev 2 complies with the following NFPA (Class A) NACs. Maximum signaling current per circuit: 2.5 72 Fire Alarm Systems requirements amps. End-of-Line Resistor. 4 7K ohm, 1/2 watt (P/N 71252 -LOCAL (Automatic, Manual, Waterflow and Sprinkler UL listed)for Style Y(Class B) NAC. Refer to panel documen- Supervisory). tation and Fire-Lite Device Compatibility Document for listed -AUXILIARY(Automatic, Manual and Waterflow) (requires compatible devices. 4XTMF) Two Programmable Relays and One Fixed Trouble Relay: -REMOTE STATION (Automatic, Manual, Waterflow and Contact rating:2.0 amps @ 30 VDC(resistive),0.5 amps @ 30 Sprinkler Supervisory) (Where a DACT is not accepted, VAC(resistive) Form-C relays. the alarm, trouble and supervisory relays may be con- Special Application Power (24 VDC Nominal): Jumper nected to UL 864 listed transmitters. For reverse polarity selectable (JP4)for conversion to resettable power output. Up signaling of alarm and trouble,4XTMF is required.) to 0.3 amps total DC current available from each output. -PROPRIETARY (Automatic, Manual, Waterflow and Power-limited. Sprinkler Supervisory). Four-Wire Resettable Special Application Smoke Detector -CENTRAL STATION (Automatic, Manual, Waterflow and Power(24 VDC nominal): Up to 0.3 amps for powering four- Sprinkler Supervisory). wire smoke detectors. Power-limited. Refer to the Fire-Lite -OT, PSDN (Other Technologies, Packet-switched Data Device Compatibility Document for listed compatible devices Network) Remote Sync Output: Remote power supply synchronization output. Nominal special application power.24 VDC. Maximum Agency Listings and Approvals current.40 mA End-of-Line Resistor:4.7K ohm Output linked The listings and approvals below apply to the basic MS- to NAC 1 control.Supervised and power-limited. 92000DLS Rev 2 control panel. In some cases, certain mod- Telephone Interface: Unless used with Teldat VISORALARM, ules may not be listed by certain approval agencies, or listing requires dedicated business telephone number with a mini- may be in process.Consult factory for latest listing status. mum of 5 volts DC(off-hook voltage).Obtain dedicated phone . UL:S624 line directly from your local phone company Do not use shared phone lines or PBX(digital)type phone line extensions. • FM approved • CSFM:7165-0075.208 Cabinet Specifications • MEA: 120-06-E Door: 19.26" (48.92 cm.) high x 16 82" (42.73 cm.) wide x 0.12" (.30 cm.) deep. Backbox: 19.00" (48.26 cm.) high x LiteSpeedM is a trademark;and FireLiteO Alarms is a registered trademark of Honeywell International Inc. Microsoft@ and Windows@ are registered trademarks of the Microsoft Corporation @2009 by Honeywell International Inc All rights reserved.Unauthorized use of this document is strictly prohibited ISO 900 This document is not intended to be used for installation purposes We try to keep our product information up-to-date and accurate 1210rAff-=79 We cannot cover all specific applications or anticipate all requirements. ENGINEMINB S MANUNICTUINS All specifications are subject to change without notice QUALITY SYSTEMS Made in the U.S A For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www firelite.com Page 6 of 6—DF-60415:C•12/17/2009 � ^ oF-52185:C^B-150 � ����h ������ ��n�"��r���m�mr ��N���^NN N ���^0�F�m�� m mm �� m.m m ~�'m~�m.�.�m m m mm~~ 80-Character Liquid Crystal Display 8�Y� ����������U�UU ���m��ote Fire Annunciators U�� Honeywell General The LCD-8OF/oocompact,oost'o#oct/vo.8O'ohoraoor,back- lit LCDmmmoFimAnnunoiaxorforuoowiththoFirerLitoIVIS' g2OOUQSeries and MG'g8OOSeries Fire Alarm Control Pan- els (FACPa). The LCD'8OFdisplays complete system point status information and mo|uUoe control switches for remote control ofcritical system functions. Uptn32LCD'8OFomay bnconnected onto the BA-485termi- nal port cdeach FACP The LCD'80Fmqu|roo no program- ming,which saves time during system commissioning Features , 8O'ohamctorLiquid Crystal Display , Mimics all display information from the host panel. ^ Control switches for Acknowledge, Signal Silence, UCD'80F Drill and Reset with enable key. ^ System status LEDs for Power,A|orm nnub|o Supervisory ' ' and Alarm Silenced. Installation ^ No programming necessary -- LCD'8OF connects to the The LCD'aoFcan bosemi-flush mounted mau.1au^ (5 556 terminal port(TB7) cm) mm/mum doop, three-gang o|emnoa| box (Finu"Lito PN ° Displays device type identifiers,individual point alarm,tmu' 10103) orthmogon ub|n n|omnoa| ow/tohbmmu Alternately, b|ov,supervisory,zone and custom alpha labels. onG8B-3surface baokboxmavailable for surface-mount uppn' ^ Tlmo-and-datodisplay field cations. ^ Aesthetically pleasing design. Product Line Information . May be powered from the host FACp or by remote Pm«*r LCD-80F: ou character, ' baok|/� LCD Fire Annunciator with aupp|y(mquima24VDC> control ' for =mmnoonm| of �mtomfunohona. and ~ Upto3oLCD'onFannuno/monmper FACR �- switches ��*w/�oh |ooh " Plug-in tnrmma|blocks�rease'�motaUo'ionand service. LCo'anFC:ULC'|i�odvomion;see oF'aoa70for details " Canbommo�o|y |omoodupma.0000so� (1umuum) ,mm thoFACP 1o1ou:Three-gang electrical box,minimum u.1a8^ (s.asocm) ° Local pmzosounder with alarm and tmmdeep,0o,aom/�|uohmountopp|/omxmno.ub|o resound. ^ Semi-flush mounts to 2.188^ (asae cm) mm/mum deep, Soo'u: Three-gang oum'oo baoxuoxfor surface-mount app|/' thmo'gango|om,ina|uox(Fiou ptoPN1o1oo)o,thmo�mmnoe'gan' . gable electrical owitvhbox. ~ Surface-mounts mFire-Lite PNSoB'osurface baokbox. Agency Listings And Approvals These listings and approvals apply mthe modules specified m Operation this document |nsome cases,certain modules o,applications may not listed by certain approval agencies, or listing may The LCD-80F annunciator provides the FACp w� pointbn' process ConsuK�omryfor|a�o listing status. annuno�donw�hh/Ud��ay�x onon8O'oha�o�rLCDdk* ' ' p|oyThouCo'ouFahm provides an array of LEDs mindicate ^ ULListed:Guoo system status,and includes control switches for remote control ~ MEA Listed:7o'o1's ofcritical system functions " CSFIVI:71oo'1s74:17e The uCo'eoFprovides the FACPwith uptouuremote serially " pIVI Approved connected annunciators. All field-wiring tn,mmsnmno on the NOTE. For� UL{;»yo'dwpmmn ueeo/�*osns uCo'uoFuoen,movub|o.vompmnoion�ypoue,mina|b|ookafor ' ease ofwiring and circuit testing Communication between the FACP and the annunciators is accomplished over an EIA-485 serial mmrfamo, which greatly reduces wire and installation cost over traditional systems Six w/mo mto| are required: four for the EIA-485 communications (two in and two neturn), and two for the 24VDC regulated power. Dip switches control local functions such as. pinzodia' ob|n, control m*/mhon/koym*krh dmab|o, transmit/receive mode. a , LCD-80F TERMINAL MODE WIRING EXAMPLE 67 Up to 6,000 ft.(1828.8 m)between EACH DEVICE in the EIA-485 loop Terminal Mode LCD-80F LCD- EIA-485 -�-•- ®�- --- y. (2-wires) "'CJs 24 VDC(2-wires) ®OOO,� OD.00 LD LCD-80F Up to 6,000 ft.(1828.8 m) ®®cfn ar= o back from last device �to end of EIA-485 loop Terminal Mode EIA-485 return Addressable (2-wires) Fire Alarm Control Panel NOTE: • EIA-485: Maximum of 6,000 feet (1828.8 m) cable length from FACP to LCD-80F annunciators, 6,000 feet cable length between each LCD-80F and 6,000 feet from the last LCD-80F back to the FACP.Circuit is power-limited. • Up to 32 LCD-80F annunciators may be used on the EIA-485 circuit.When multiple LCD-80Fs are used,the FACP will require additional power supplies(refer to panel documentation). • Between each LCD-80F annunciator are four wires: a twisted-shielded pair for data communications and a pair for 24 VDC power.The return circuit only requires two wires (twisted)for data communication supervision, wired from the last LCD-80F annunciator on the loop. , O O Mounting To Backbox(es) The LCD-80F annunciators can be semi-flush mounted In a FIRE•'ALARM:ANNUNCIATOR'" /"� three-gang electrical box with a minimum depth of 2.188" (5.556 cm)(Flre•Lite PN 10103). FIRE-LITE ALARMS, INC. The LCD-80F annunciators can be mounted in three-gangable E' SYSTEMS ALL NORMAL r = electrical switchboxes connected together A 1 1:06A 032001 NOTE:Alternately, LCD 80F annunciators can be mounted to the SBB-3 surface backbox for surface-mount applications. AWIStep, S�imcB °�0 Hesei ®•. NOTE: This annunciator may not fit easily into a standard 3-gang e/ectnca/box if locking clamps are used to secure wring entering the rear or side knockouts. Only use the TOP or BOTTOM knock- 0 outs to bang wiring into a standard 3-gang electrical box. 0 0 n )W no 5.tf 13" (14.764 cm wide x 4.0" 010:16 cm) high x minimum 2.188" (5.556 cm) deep, three-gang electrical box (Fire-Lite Flre•Llte@ is a registered trademark of Honeywell International Inc PN 10103,shown above). ©2010 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited I�O �oo� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements 9YSINFMINS 8 MANUFACTURING All specifications are subject to change without notice QUALITY SYSTEMS Made in the U.S.A For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52185 C•05/17/2010 C /� C C SD355(A), SD355T(A)9 df-52384 b•E-160 SD355R(A) F IBUTe®ALarms Addressable Photoelectric Smoke Detectors by Honeywell General The SD355(A)and SD355T(A) addressable, low-profile plug- = in photoelectric detectors use a state-of-the-art photoelectric sensing chamber with communications to provide open area protection and are used exclusively with Fire•Lite's Address- `n able Fire Alarm Control Panels(FACPs).The SD355T(A)adds thermal sensors that will alarm at a fixed temperature of 135°F v (57°C) Since these detectors are addressable, they will help _ emergency personnel quickly locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage.Two LEDs on each sensor light to provide a local,visible sensor indication. Remote LED annun- ciator capability is available as an optional accessory (P/N RA100Z(A)). The SD355R is a remote test capable detector for use with D355PL or DNR(W) duct smoke detector hous— ings Features SLC loop: • Two-wire loop connection. , • Unit uses base for wiring ;' ,. • Addressable by device. • Direct Decade entry of address, 01 – 99 with MS-9200 series,and 01 –159 with MS-9600 series. Architecture: • Unique single-source, dual-chamber design to respond SD355T with B350LP base quickly and dependably to a broad range of fires • Sleek,low-profile design • Integral communications and built-in type identification. Applications • Built-in tamper-resistant feature. Use photoelectric detectors in life-safety applications to pro- • Removable cover and insect-resistant screen for simple vide a broad range of fire-sensing capability, especially where field cleaning smoldering fires are anticipated Ionization detectors are often Operation: better than photoelectric detectors at sensing fast, flaming p fires. • Withstands air velocities up to 4,000 feet-per-minute (20 m/ sec)without triggering a false alarm. Construction • Factory preset at 1.5% nominal sensitivity for panel alarm These detectors are constructed of off-white LEXANO threshold level. SD355(T)plug-in,low-profile smoke detectors are designed to • Visible LED"blinks"when the unit is addressed (communi- commercial standards and offer an attractive appearance cating with the fire panel)and latches on in alarm. Mechanicals: Installation • Sealed against back pressure. SD355(T) plug-in detectors use a detachable mounting base • Direct surface mounting or electrical box mounting to simplify installation, service and maintenance. Mount base • Mounts to. single-gang box, 3 5" (8.89 cm) or 4.0" (10.16 on box which is at least 1.5 inches (3.81 cm) deep Suitable cm)octagonal box,or 4 0"(10.16 cm)square electrical box boxes include (using a plaster ring—included). • 4.0"(10 16 cm)square box with plaster ring. Other system features: • 40"(10.16 cm)octagonal box. • Fully coated circuit boards and superior RF/transient pro- . 3 5"(8.89 cm)octagonal box tection • Single-gang box. • 94-VO plastic flammability rating. NOTE:Because of the inherent supervision provided by the SLC • Low standby current. loop, end-of-line resistors are not required. Wiring 7--taps" or Options: branches are permitted for Style 4 (Class B) wiring. SD355R mounts in a D355PL or DNR(W)duct detector housing. • Remote LED output connection(P/N RA100Z). df-52384 b•3/12/10—Page 1 of 2 z m Operation Product Line Information Each SD355/T/R uses one of 99 possible addresses on the NOTE:'A"suffix indicates ULC-Listed model. MS-9200 series and up to 318(159 on each loop)on the MS- SD355: Adressable photoelectric detector, B350LP base 9600 series Signaling Line Circuit(SLC) It responds to regular Included. polls from the system and reports its type and status. SDSames as SD355 with ULC Listing (6350LPA base Incluuded) The SD355MR addressable photoelectric sensor's unique included).. unipolar chamber responds quickly and uniformly to a broad range of smoke conditions and can withstand wind gusts up to SD355T: Same as SD355 but with thermal element; B350LP 4,000 feet-per-minute (20 m/sec) without sending an alarm base included. level signal. Because of its unipolar chamber, the SD3551T/R SD355TA:Same as SD355T with ULC Listing(B350LPA base is approximately two times more responsive than most photo- included). electric sensors.This makes it a more stable detector. SD355R: Remote test capable addressable photoelectric Detector Sensitivity Test detector for use with a D355PL or DNR(W)duct detector hous- 9 Each detector can have its sensitivity tested (required per B350LP(A): Plug-in detector base. Dimensions: 6.1" (15.5 NFPA 72,Chapter 14 on Inspection, Testing and Maintenance) cm). Mounting* 4.0" (10.16 cm) square box with or without when installed/connected to a MS-9200 series or MS-9600 plaster ring, 4.0" (10 16 cm) octagonal box, 3 5" (8.89 cm) series addressable fire alarm control panel The results of the octagonal box, or single-gang box. All mounting boxes have a sensitivity test can be printed off the MS-9200 series or MS- minimum depth of 1.5"(3 81 cm). 9600 series for record keeping. B224RB(A): Plug-In System Sensor relay detector base. Diameter:6.2"(15 75 cm). Mounting:4.0"(10 16 cm)square Specification box with or without plaster ring,4 0"(10.16 cm)octagonal box, Voltage range: 15—32 VDC(peak). or 3.5" (8.89 cm) octagonal box All mounting boxes have a Standby current:300 pA Q 24 VDC minimum depth of 1.5"(3 81 cm). LED current:6.5 mA Q 24 VDC(latched"ON") 13224BI(A): Plug-in System Sensor isolator detector base. Maximum 25 devices between Isolator bases (see DF-52389). Air velocity:4,000 ft/min.(20 m/sec)maximum. Diameter:6.2"(15 75 cm). Mounting:4.0"(10 16 cm)square Diameter:6 1"(15.5 cm)installed in B350LP base box with or without plaster ring,4 0"(10.16 cm)octagonal box, or 3 5" (8.89 cm) octagonal box All mounting boxes have a Height:2 1"(5.33 cm)installed in B350LP base minimum depth of 1.5"(3 81 cm). Weight:3.6 oz. (102 g) B200SR: Sounder base capable of producing temporal-3 or Operating temperature range: for SD355(A): 0°C to 49°C steady sound output. (32°F to 1200F), for SD355T(A):0°C to 38°C (32°F to 100°F) ACCESSORIES: SD355R(A): installed In a DNR(W) -20°C to 70°C (-4°F to 158°F) RA100Z(A): Remote LED annunciator 3—32 VDC Mounts to Temperature:0°C—49°C(32°F—120°F). a U S single-gang electrical box For use with B501(A) and B350LP(A)bases only. Relative humidity: 10%—93%,non-condensing SMK400E: Surface mounting kit provides for entry of surface wiring conduit. For use with B501(A)base only. Listings RMK400: Recessed mounting kit. For use with B501(A)base Listings and approvals below apply to the SD355(A) and only. SD355T(A) detectors In some cases, certain modules may M02-04-00:Test magnet not be listed by certain approval agencies,or listing may be in process.Consult factory for latest listing status. M02-09-00:Test magnet with telescoping handle • UL Listed,file S1059. XR2B: Detector removal tool.Allows installation and/or removal • ULC Listed,file S1059 of detector heads from bases in high ceding applications. • CSFM approved-file 7272-0075194. XP-4: Extension pole for XR213 Comes in three 5-foot(1 524 • MEA approved.file 243-02-E. m)sections • FM approved. T55-127-010:Detector removal tool without pole. BCK-20OB:Black detector covers,box of 10. WCK-20OB:White detector covers,box of 10. FlashScan® registered trademark of Honeywell International Inc Bay- blend®is a registered trademark of Bayer Corporation 02010 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited This document is not intended to be used for installation purposes. IS® 9O®1 We try to keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements ENGINEERING A MANUFACTURING All specifications are subject to change without notice. QUALITY SYSTEMS For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www firelite com Page 2 of 2—df-52384 b"3/12/10 J • df-52385:A•E-710 H355(A) series Rre•LIWALarms Intelligent Addressable 'Thermal Detectors by Honeywell - _- - ,.r zM air x��.,�•- A .�ya .�l ilxi,D General The Fire•Lite Alarms H355 Series thermal detectors are addressable sensors that use a state-of-the-art thermistor \ sensing circuit for fast response These sensors are designed to provide open-area protection and are intended for use with the Fire-Lite's addresable Fire Alarm Control Panels(FACPs). The H355(A) and H355R(A) sensors provide fixed tempera- ture empera ture alarm detection at 135°F (570C). The H355R(A) sensor =` - 6936Pno,lp also responds to rate-of-rise conditions of greater than 15°F - (8.3°C) per minute. The H355HT(A) is a fixed high-tempera- ture detector that activates at 190°F (88°C) These thermalF detectors provide cost effective, addressable property protec- tion in a variety of applications H355 with B35OLP base Two LEDs on each sensor light to provide a local,visible sen- sor indication. Remote LED annunciator capability is available as an optional accessory(P/N RA400Z) • 94-5V plastic flammability rating Features Options: SLC loop: • Remote LED output connection to optional RA40OZ • Two-wire SLC loop connection. remote LED annunciator. • Unit uses base for wiring. • Recessed (RMK400) or surface (SMK400E) base mount- Addressing: ing kits • Addressable by device Installation • Direct Decade entry of address.01 -159 with MS-9600,01 -99 with MS-92000D. H355(A) Series plug-in intelligent thermal detectors use a Architecture: detachable base to simplify installation, service and mainte- nance. Installation instructions are shipped with each detector. • Sleek,low-profile,stylish design Mount base (all base types) on box that is at least 1.5" (3.81 • State-of-the-art thermistor technology for fast response. cm)deep.Suitable boxes include • Integral communications and built-in device-type identifica- • 4.0"(10.16 cm)square box. tion • 3.5"(8.89 cm)or 4.0"(10 16 cm)octagonal box. • Built-in tamper resistant feature. Single-gang box(except relay or isolator base). • Built-in functional test switch activated by external magnet. NOTE:Because of the inherent supervision provided by the SLC Operation: loop, end-of-hne resistors are not required Wiring `T-taps" or • Factory preset at 135°F (57°C) for the H355(A) and branches are permitted for Style 4(Class`B')wiring only. H355R(A); 190°F(88°C)for the H355HT(A). • Rate-of-rise triggers at 15°F (8.3°C) per minute for the Applications H355R(A) Use thermal detectors for protection of property • 360°-field viewing angle of the visual alarm indicators (two bicolor LEDs) LEDs blink green in Normal condition and Construction turn on steady red in Alarm. Visible LEDs"blink"every time the unit is addressed These detectors are constructed of off-white Bayblend®. The • H355(A) Series plug-in intelligent thermal detectors are Mechanicals: designed to commercial standards and offer an attractive • Sealed against back pressure appearance • SEMS screws for wiring of the separate base • Designed for direct-surface or electrical-box mounting. Operation • Plugs into separate base for ease of installation and main- Each H355(A) Series detector uses one of 159 (MS-9600) or tenance. 99(MS-92000D) possible addresses on a control panel SLC • Separate base allows interchange of photoelectric, ioniza- loop. It responds to regular polls from the control panel and tion and thermal sensors. reports its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its elec- Other system features: tronics and reports an alarm. It blinks its LEDs when polled • Remote test feature from the panel. and turns the LEDs on when commanded by the panel. The • Walk test with address display. H355(A) Series offers features and performance that repre- sent the latest in thermal detector technology • Low standby current. df-52385 A•12/17/08—Page 1 of 2 J Specifations Product Line Information Diameter:6.1"(15.5 cm)installed in B350LP(A). NOTE:'A"suffix indicates ULC-Listed model. Height:2 1"(5 33 cm). H355: Intelligent thermal sensor; B350LP base Included. Weight:4.8 oz.(137 g). H355A: Same as H355 but with ULC Listing (B350LPA base Installation temperature: -4°F to 100°F(-20°C to 38°C). Included) Humidity range: 10% to 93% relative humidity (noncon- H355R:Same as H355 with rate-of-rise feature; B350LP base Included densing). Voltage range: 15 to 32 VDC peak. H355RA: Same as H355R but with ULC Listing (B350LPA base Included) Standby current: 300 UA @ 24 VDC (one communication H355HT: Intelligent fixed high-temperature thermal detector; every five seconds with LED blink enabled) B350LP base included LED current:6 5 mA Q 24 VDC H355HTA: Same as H355HT but with ULC Listing (13350LPA Mounting: B350LP(A)flanged base, Included base included) Fixed-temperature setpoint: 135°F (57°C) for the H355(A) B350LP(A): Plug-in detector base (included) Dimensions: and H355R(A), 190°F(88°C)for the H355HT(A). 6.1"(15.5 cm). Mounting:4.0"(10.16 cm)square box with or Rate-of-rise detection:responds to greater than 15°F(8 3°C) without plaster ring, 4.0" (10.16 cm) octagonal box, 3 5" (8.89 per minute. cm) octagonal box, or single-gang box. All mounting boxes have a minimum depth of 1.5"(3.81 cm) Listings and Approvals B224RB(A): Plug-in System Sensor relay detector base Diameter:6.2"(15.75 cm) Mounting:4.0"(10.16 cm)square Listings and approvals below apply to the H355(A) Series box with or without plaster ring,4.0"(10.16 cm)octagonal box, detectors. In some cases, certain modules may not be listed or 3.5" (8.89 cm) octagonal box. All mounting boxes have a by certain approval agencies, or listing may be in process minimum depth of 1 5"(3 81 cm). Consult factory for latest listing status. B224BI(A): Plug-In System Sensor isolator detector base • MEA approved.file 387-02-E Maximum 25 devices between Isolator bases (see DF-52389). • UL Listed,file S2517 Diameter.6.2"(15 75 cm). Mounting:4 0"(10 16 cm)square • ULC Listed(models H355A, H355RA, H355HTA) box with or without plaster ring,4 0"(10.16 cm)octagonal box, • CSFM approved.file 7270-0075195 or 3.5" (8.89 cm) octagonal box. All mounting boxes have a • FM approved minimum depth of 1.5"(3.81 cm). B501 BH-2(A): Plug-In System Sensor standard sounder base. Diameter:6.0" (15 24 cm). Mounting:4 0" (10.16 cm) square box with or without plaster ring. Mounting boxes have a minimum depth of 1.5"(3.81 cm) B501 BHT 2(A): Plug-in System Sensor temporal tone sounder base. ACCESSORIES: RA400Z(A): Remote LED annunciator 3-32 VDC.Mounts to a U.S. single-gang electrical box. For use with B501(A) and B350LP(A)bases only. SMK400E: Surface mounting kit provides for entry of surface wiring conduit For use with B501(A)base only. RM K400: Recessed mounting kit For use with B501(A) base only M02-04-00:Test magnet M02-09-00:Test magnet with telescoping handle XR2B: Detector removal tool.Allows installation and/or removal of detector heads from bases In high ceiling applications. XP-4: Extension pole for XR213 Comes in three 5-foot(1 524 m)sections Fire"Lite@ Alarms is a registered trademark of Honeywell International Inc. Bayblend@ is a registered trademark of Bayer Corporation ©2008 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited This document is not intended to be used for Installation purposes ISO 9001 We try to keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements ENCINEMING 8 MANUFACTURING All specifications are subject to change without notice. QUALITY SYSTEMS For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www firelite com Page 2 of 2-df-52385 A•12/17/08 J DF-52013.0•E-100 BG-12LX Fil f 4ALarms Addressable Manual Pull Station y HoneyWell General The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i e, requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for Fire-Lite's addressable fire alarm control panels (FACPs). _ Because the BG-12LX is addressable, the control panel can display the exact location of the activated manual station.This j leads fire personnel quickly to the location of the alarm Features • Maintenance personnel can open station for inspection and _ address setting without causing an alarm condition • Built-in bicolor LED, which is visible through the handle of the station, flashes in normal operation and latches steady red when in alarm • Handle latches in down position and the word"ACTIVATED" appears to clearly indicate the station has been operated • Captive screw terminals wire-ready for easy connection to SLC loop(accepts up to 12 AWG/3 25 mm2 wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted Semi-flush mount to a standard single- gang,double-gang,or 4"(10.16 cm)square electrical box. - • Smooth dual-action design a • Meets ADAAG controls and operating mechanisms guide- LL lines (Section 4.1 3[13]); meets ADA requirement for 5 Ib. maximum activation force. • Highly visible. usually needed for semi-flush mounting with 4" (10.16 cm) or • Attractive shape and textured finish double-gang boxes(not with single-gang boxes). • Key reset. Operation • Includes Braille text on station handle. • Optional trim ring(BG12TR). Pushing m,then pulling down on the handle causes it to latch in the down/activated position. Once latched, the word"ACTT- • Meets UL 38, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes while a portion of the handle protrudes from the bottom of the station.To reset the station, simply unlock the station with the Construction key and pull the door open.This action resets the handle;clos- Shell, door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch Two rotary decimal switches allow address settings (1 —159 with Breakaway Tab removed for MS-9600 Series, 1 — • Shipping Weight:9 6 oz. (272.15 g) 99and MS-92000DLS, 1 —50 for MS-9050UD). • Normal operating voltage:24 VDC • Maximum SLC loop voltage:28 0 VDC. Architectural/Engineering • Maximum SLC loop current:230 pA. Specifications • Temperature Range:32°F to 120°F(0°C to 49°C) Manual Fire Alarm Stations shall be non-coded, with a key- • Relative Humidity: 10%to 93%(noncondensing) operated reset lock in order that they may be tested, and so • For use indoors in a dry location designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key An operated sta- tion shall automatically condition itself so as to be visually Installation detected as activated Manual stations shall be constructed of The BG-12LX will mount semi-flush into a single-gang,double- red-colored polycarbonate material with clearly visible operat- gang,or standard 4"(10.16 cm)square electrical outlet box,or ing instructions provided on the cover The word FIRE shall will surface mount to the model SB-10 or SB-1/0 surface back- appear on the front of the stations in white letters, 1 00 inches box If the BG-12LX is being semi-flush mounted, then the (2.54 cm) or larger. Stations shall be suitable for surface optional trim ring (BG12TR) may.be used. The BG12TR is mounting on matching backbox SB-10 or SB-I/O;or semi-flush mounting on a standard single-gang, double-gang, or 4" (10 16 cm)square electrical box, and shall be installed within DF-52013•C•09/02/2009—Page 1 of 2 J the limits defined by the Americans with Disabilities Act(ADA) Agency Listings and Approvals or per national/local requirements Manual Stations shall be Underwriters Laboratories listed In some cases,certain modules or applications may not be listed by certain approval agencies,or listing may be In pro- Manual stations shall connect with two wires to one of the con- cess Consult factory for latest listing status. trol panel SLC loops. The manual station shall, on command UL Listed:S711 from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide • MEA:67-02-E address setting by use of rotary decimal switches. • CSFM:7150-0075:184 • FM Approved Product Line Information Patented: BG-12LX: Dual-action addressable pull station Includes key U.S. Patent No.D428,351;6,380,846;6,314,772;6,632,108. locking feature. SB-10: Surface backbox;metal SB-1/0: Surface backbox;plastic. BG12TR: Optional trim ring. 17003: Keys,set of two. Flre•Llte is a registered trademark of Honeywell International Inc @2009 by Honeywell International Inc.All rights reserved Unauthorized use of this document is strictly prohibited I�O ®O� This document is not intended to be used for installation purposes We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENGINEERING B MANUFACTURING All specifications are subject to change without notice QUALITY SYSTEMS Made inthe US.A. For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www.firelite com Page 2 of 2—DF-52013•C•09/02/2009 May 2,2001 DF-52176 E-600 D350P/D35ORP • FI•f e•LIW ALdIPms Intelligent Addressable Photoelectronic Duct Smoke Detector www.firelite.com Section. Addressable Devices GENERAL The new D350P and D350RP addressable photoelectric duct `ST smoke detectors are used exclusively with the Fire•Lite MS- F M 9200 and MS-9600 addressable fire alarm control panels. Since these duct detectors are addressable, they will help emergency personnel quickly locate a fire during its early stages, potentially saving precious rescue time while also 3240-0075:189 reducing property damage.The D350RP offers the same fea- tures as the D350P while adding a Form-C relay. An HVAC system supplies conditioned air to virtually every ��� ,_,;, � �•; � area of a building. Smoke introduced into this air duct sys- tem is thus distributed to the entire building. Smoke detec- tors for use in air ducts stems sense the presence of smoke in the duct. The D350P and D350RP air duct smoke detectors are pho- toelectric detectors,combining this detection technology with d'`' y an efficient housing design that samples air passing through the duct,allowing detection of a developing hazardous con- D350P dition. When sufficient smoke is sensed, an alarm signal is initiated at the fire control panel monitoring the detector.With the D350RP,appropriate action can be taken to shut off fans and blowers and to change over air handling systems, etc. This can isolate toxic smoke and fire gases or prevent their distribution thoughout areas served by the duct system. Two LED's on each detector light to provide a local, visible control panel specifications for wiring requirements before wiring the detector loop.The D350P/D350RP detector is de- alarm indication.A remote alarm output is provided for use signed for ease of wiring; the housing provides a terminal with auxiliary devices.The D350P and D350RP have remote strip with clamping plates. test capability with the RTS451/RTS451 KEY Remote Test Station,as well as remote communication using the RA40OZ Remote LED annunciator capability is available as an op- alarm LED. tion. Each duct smoke detector can only be wired to one re- mote accessory. APPLICATIONS SPECIFICATIONS Duct smoke detectors have the following limitations: • NOT a substitute for open area smoke detectors. D350P • NOT a substitute for early warning detection. Operating voltage range: 15 to 32 VDC. • NOT a replacement for a building's regular fire detection Standby current: 300 NA @ 24 VDC (one communication system. every 5 seconds with LED blink enabled). Call your Fire•Lite distributor for a copy of System Sensor's Operating temperature range:320 to 1310 F(00 to 55°C). application guide, Proper Use of Smoke Detectors in Duct Humidity range: 10%to 93%(non-condensing). Applications(A05-1004-00). Duct air velocity: 500 to 4,000 feet/min. (152.4 to 1219.2 INSTALLATION meters/min.). Dimensions: 14.375" (365.125 mm)wide x 5.500"(13.970 Wiring: For signal wiring (the wiring between detectors or mm)high x 2.750"(69.850 mm)deep. from detectors to auxiliary devices), it is recommended that single conductorwire be no smaller than 18 AWG(0.75 mm2). Options: RTS451, RTS451 KEY, RA400Z. Separate auxil- The duct smoke detector terminals accomodate wire sizes iary power not required. up to 12AWG(3.25 mm2). Flexible conduit is recommended D35ORP for the last foot(30.48 cm)of conduit:solid conduit connec- Operating voltage range: 15 to 32 VDC (comm. line volt- tions may be used if desired. age)and 24 VACNDC or 120/240 VAC auxiliary power(sepa- Smoke detectors and alarm system control panels have speci- rate source). NOTE. The D350RP requires a separate aux- fications for Signaling Line Circuit(SLC)wiring.Consult the iliary source. This document is not intended to be used for installation purposes We try to keep our IS09001 product information up-to-date and accurate We cannot cover all specific applica- tions or anticipate all requirements All specifications are subject to change without notice. For more information,contact Fire-Lite Alarms,One Fire-Lite Place, Northford, • Connecticut 06472. Phone: (800)627-3473, Toll Free FAX. (877) 699-4105, FAX MRINEERINR A MANUN TURING Back:888 388-3299. DF-52176— Page 1 of 2 Standby current: 300 NA @ 24 VDC (one communication PRODUCT LINE INFORMATION every 5 seconds with LED blink enabled). D350P Addressable duct detector housing with Auxiliary power current draw(@ 24 VDC):26 mA(standby), photolectric smoke detector. 87 mA(alarm). D350RP Addressable duct detector housing with Operating temperature range:320 to 131°F(00 to 55°C). photolectric smoke detector and DPDTrelay. Humidity range: 10%to 93%(non-condensing). ST-1.5 Metal sampling tupe,duct widths V to2'(see Duct air velocity: 500 to 4,000 feet/min. (152.4 to 1219.2 table at left for metric lengths). meters/min.). ST-3 Metal sampling tupe,duct widths 2'to 4'. Dimensions: 14.375" (365.125 mm)wide x 5.500" (13.970 ST-5 Metal sampling tupe,duct widths 4'to 8'. mm)high x 2.750"(69.850 mm)deep. ST-10 Metal sampling tupe,duct widths 8'to 12'. Options: RTS451, RTS451 KEY, RA400Z.APA451. RA40OZ Remote annunciator alarm LED. Relay contact ratings:2 Form-C, DPDT,10 A @ 250 VAC, RTS451 Remote test station.Mounts in single-gang 10 A @ 30 VDC (resistive). Minimum switching current of box. Includes red alarm LED and magnet 100 mA @ 5 VDC. test switch. RTS451 KEY Key-activated remote test station. INLET TUBE SELECTION F36-09-00 Replacement filters. M02-04-00 Replacement test magnet. Outside Duct Width Inlet Tube* S08-39-01 Replacement photo insect screen. P48-55-00 Replacement end cap for plastic sampling tube. Up to 2 feet(0.6096 m) ST-1.5 P48-21-00 Replacement end cap for metal sampling tube. 2 to 4 feet(0.6096 to 1.2192 m) ST-3 A5053FS Replacement photoelectric sensor board. A5067 Replacement power board(without relay). A5060 Replacement power board(with relay). 4 to 8 feet(1.2192 to 2.4384 m) ST-5 8 to 12 feet(2.4384 to 3.6576 m) ST-10 *NOTE. Inlet tube is required and must be purchased separately.Order one inlet tube for each duct smoke detec- tor ordered. Page 2 of 2 — DF-52176 { df-60379'A1 •E-400 CRF-300(A) 8 Fire•LlTe®ALarms Relay Module by Honeywell 0 rhea._. -. �. "• ,' „�' 9: General The CRF-300(A)Addressable Relay Module provides the sys- tem with a dry-contact output for activating a variety of auxil- iary uxiliary devices, such as fans, door holders, dampers, control equipment, etc. Addressability allows the dry contact to be activated through panel programming,on a select basis. LiteSpeedTm is a communication protocol developed by Fire•Lite Engineering that greatly enhances the speed of com- munication between analog intelligent devices Intelligent „tom", sU F* devices communicate in a grouped fashion If one of the io dc a a, �a sicnnz. devices within the group has new information, the panel CPU w� , stops the group poll and concentrates on single points The � + net effect is response speed greater than five times that ofM, ,=5, w :.,.; t""s other designs. Features ' # ' • Built-in type identification automatically identifies these gs' r a = devices to the control panel. - - x • Internal circuitry and relay powered directly by two-wire - SLC loop. • Integral LED "blinks" green each time a communication is CRF-300(A) received from the control panel and turns on in steady red when activated • High noise immunity(EMF/RFI) • Wide viewing angle of LED • SEMS screws with clamping plates for wiring ease. Specifications • Direct-dial entry of address,01-159 for MS-9600(A)series Normal operating voltage: 15 to 32 VDC. panels,01 —99 on MS-92000DLS(A)and MS-905OUD(A) Maximum SLC current draw: 6.5 mA(LED on). Applications Average operating current: 230 pA direct poll (CLIP mode), pp 255 pA group poll(LiteSpeed mode)with LED flashing The CRF-300(A)may be programmed to operate dry contacts EOL resistance: not used for door holders,Air Handling Unit shutdown,etc,and to reset four-wire smoke detector power. Temperature range: 32°F to 120°F(0°C to 49°C). Humidity range: 10%to 93%non-condensing. Construction Dimensions: 4 5" (11 43 cm) high x 4" (10 16 cm) wide x • The face plate is made of off-white heat-resistant plastic. 1 25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x • Controls include two rotary switches for direct-dial entry of 2.125"(5.398 mm)deep box. address setting. Relay Contact Ratings • The CRF-300(A)is configured for a single Class B(Style Y) or Class A(Style Z)Notification Appliance Circuit. Maximum Current • The CRF-300(A) provides two Form-C dry contacts that Load Description Application Voltage Rating switch together. Resistive Non-Coded 30 VDC 3 0 A Operation Resistive Coded 30 VDC 2 0 A Each CRF-300(A)uses one of the addresses on a SLC loop. It Resistive Non-Coded 110 VDC 0.9 A responds to regular polls from the control panel and reports its Resistive Non-Coded 125 VAC 0 9 A type and status, including the open/normal/short status of its Notification Appliance Circuit(NAC).The LED blinks with each Inductive(L/R=5ms) Coded 30 VDC 0.5 A poll received.On command, it activates its internal relay. Inductive(UR=2ms) Coded 30 VDC 1 0 A NOTE.Open/short supervision is suspended with the CRF-300. Inductive(PF=O 35) Non-Coded 125 VAC 0 5 A Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE(not settable)will identify the module to the con- trol panel,so as to differentiate between a control module and a relay module. df-60379 Al•08/04/09—Page 1 of 2 a � e , Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be In process. Consult fac- tory for latest listing status. • UL:S2424 • ULC:S2424 • FM approved • CSFM:7300-0075.185 • MEA:72-01-E Product Line Information CRF-300(A): Intelligent addressable relay module. : Intelligent addressable relay module, ULC listed model. SMB500:Optional surface-mount backbox. NOTE: For installation instructions, see document 156-1190-005 and refer to the SLC Wiring Manual,document 51309 LiteSpeedTM is a trademark and Fire•LiteO Alarms is a registered trademark of Honeywell International Inc 02009 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited This document is not intended to be used for installation purposes 1S0 9O®1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENSINEERINS 8 MANUEACTUMNS All specifications are subject to change without notice QUALITY SYSTEMS Made inthe US A For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www firelite com Page 2 of 2—df-60379-A1•08/04/09 c y July 15,2004 DF-51131 •1-300 FI re-LIM ALarms MR Series Control Relays www.firelite.com Section. Miscellaneous GENERAL MEA The Air Products&Controls MR Series Multivoltage Con- 73-92-E 73-92-E,Vol.III trol Relays offer SPDT or DPDT 10-amp contacts which (MR-101/CorCR, (MR-201/CorCR, may be operated by one of four input control voltages. A MR-1 04/C or CR) MR-204/C or CR) single relay may be energized from a voltage source of 24 LISTED VDC,24 VAC, 115 VAC,or 230 VAC bywiring to appropri- S3403 California (MR-101/CR, ate input terminals. State Fire MR-104/CR, �"�. Each relaycontains a red light-emitting diode LED which 7300-1004:101 9 g (LED) MR-201/CR, indicates the relay coil is energized. Relays may be MR-204/CR) (MR-101/CR,MR-104/CR, "snapped apart" from a standard four-module assembly MR-201/CR,MR-204/CR) and used independently These devices are ideal for applications where local con- tacts are required for system status, remote contacts for control of electrical loads and general purpose switching CS118/ They are suitable for use with HVAC, Temperature Con- CS733 trol, Fire Alarm, Security, Energy Management, and Light- (MR-104 and —� ing Control Systems. MR-204 '` The Air Products& Controls MR-199 Heavy Duty Power Series ONLY) Relays are designed for control applications where 30- amp DPDT contacts are required. The 24 VDC and 120 ` VAC relays are mounted in a rugged steel enclosure MR SERIES FEATURES (Excluding MR-199 Series) - • Each relay position may be energized from one of four T° 4 IP input control voltages 2 ; • Each relay position contains a red LED which illuminates ]"" when the coil is energized. This provides a timesaving 3 convenience when checking an installed system,no me- tering is required. • Single, dual, or triple relay modules may be "snapped apart"from a standard four-position master The MR-101/CR • SPDT or DPDT relays available. • Available in dust-proof metal enclosures(with gray plastic cover on MR-101/CR and MR-201/CR)with LED view- ing port. O • Red enclosure available on some models. • Track mounting hardware to facilitate installation in stan- dard cabinets • UL recognized relays rated at 10,000,000 mechanical ' s e ?' . �'°I ,•i operations ,. - Ow The MR-104/CR Fire-Lite® Alarms is a Honeywell company This document is not intended to be used for installation purposes.We try to keep IS09001 our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to = _ change without notice. ACiURIN6 For more information, contact Fire-Lite Alarms, One Fire-Lite Place, Northford, QUALITY SYSTEMS EN6INEERIN6&MANUFF Connecticut 06472 Phone (800) 627-3473, Toll-Free FAX* (877) 699-4105 DF-51131 •07/15/04 — Page 1 of 2 PRODUCT SPECIFICATIONS FOR PRODUCT LINE INFORMATION MULTIVOLTAGE CONTROL RELAYS Model Description Power requirements: MR-1011T Single SPDT Relay with LED and track- MR-101 Position Is rated at 0.015 amps(15 milliamps) mounting hardware (UL recognized). @ 24 VAC,24 VDC, 115 VAC, 230 VAC. MR-101/CR Single SPDT Relay with LED, mounted in MR-201 Position is rated at 0.035 amps (35 milliamps) metal backbox with red plastic cover (UL @ 24 VAC, 24 VDC, 115 VAC, 230 VAC. listed). Relays: All relays are UL recognized components. NOTE: MR-1041T Four-Position SPDT Relay with LEDs and Only models with enclosures("C"suffix)are UL listed as- track-mounting hardware (UL recognized). semblies(excludes MR-199X-13C and MR-199X-14C). MR-104/CR Four-Position SPDT Relay with LEDs, Enclosure: 18 gauge CRS,plated with 1/2"conduit knock- mounted in a metal backbox with a red outs (top and bottom). The MR-101/CR and MR-2011CR cover(UL listed). include a metal backbox with durable plastic cover MR-201/T Single DPDT Relay with LED and track- Contact rating: 10.0 A @ 115 VAC resistive. mounting hardware (UL recognized). Ambient temperature: -50°C to+85°C(-50°F to+185°F) MR-201/CR Single DPDT Relay with LED, mounted in metal backbox with red plastic cover (UL Dimensions: listed): MR-101/T and MR-2011T are 3.0" (82 mm) H x 2.125" MR-204/T Four-Position DPDT Relay with LEDs and (54 mm)W x 1.5"(38.1 mm)D track-mounting hardware (UL recognized). MR-1041T and MR-2041T are 3.0"(82 mm)H x 8.5"(215 MR-204/CR Four-Position DPDT Relay with LEDs, mm)W x 1.5"(38.1 mm) D. mounted in a metal enclosure with red MR-101/CR and MR-201/CR are 6 125' (130.2 mm) H cover (UL listed). x 3.25' (82 mm)W x 2.5(63.5 mm) D. MR-199X-13' Heavy-duty DPDT Relay only, 24 VDC coil MR-104/CR and MR404/CR are 6.125' (130.2 mm) H input(UL recognized). x 9.5"(241.3 mm)W x 2 5"(63.5 mm) D. MR-199X-13C Heavy-duty DPDT Relay, 24 VDC coil in- PRODUCT SPECIFICATIONS put,mounted in enclosure(UL recognized). FOR HEAVY-DUTY POWER RELAYS MR-199X-14 Heavy-duty DPDT Relay only, 120 VAC coil Input(UL recognized). Contact arrangement: DPDT standard MR7199X-14C Heavy-duty DPDT Relay, 120 VAC coil in- Contact rating: 30 Amps @ 240 VAC, 20 Amps @ 277 put, mounted in enclosure(UL recognized). VAC;2 HP @ 250 VAC. ' Coil power: MR-199X-13 is rated at 24 VDC @ 85 mA. MR-199X-14 is rated at 120 VAC @ 85 mA Temperature range: -30°C to +50°C (-22°F to +1221F). t For MR-199X-13: -55°C to+80°C(-67°F to+176°F). For MR-199X-14: -55°C to+45°C (-67°F to+113°F). Dimensions: MR-999X--13 and MR-199X-14 is 3.13"(79.4 mm) high x 2.5" (63 5 mm)wide x 2.31" (58.7 mm) deep. MR-199X-13C and MR-199X-14C is 5.31"(134.9 mm)high x 3.38"(85.9 mm)wide x 3.13" (96 8 mm) deep. MR SERIES RELAYS COIL VOLTAGE CONTACTS MOUNTING LISTINGS MODEL UL, NUMBER 24 24 120 230 SPDT DPDT DPDT Track Spacer Enclosure CSFM, ULC VDC VAC VAC VAC (10A) (10A) (30A) &MEA MR-101/T X X X X 1 X MR-101/CR X X X X 1 X X MR-1 041T X X X X 4 X X MR-104/CR X X X X 4 X X X M R-201 rr X X X X 1 X MR-201/CR- X X X X 1 X X MR-2041T X X X X 4 X X MR-204/CR X X X X 4 X X X MR-199X-13 X 1 X MR-199X-13C X 1 X _ MR-199X-14 X 1 _ MR-199X-14C X 1 X N Page 2 of 2 — DF-51131 -07/15/04 �S r v COOPER Notification Series NS Horn Strobes and Series NH Horns 0 Series NS Series NH Description: Features: The Series NS Horn Strobe Appliances are designed for indoor, Approvals include: UL Standard 1971, UL Standard 464, wall and ceiling mount applications. New York City(MEA), California State Fire Marshal(CSFM), The Series NH Horn and the horn portion of the Series NS include Factory Mutual(FM)and Chicago(BFP). See approvals by a selectable continuous horn tone or temporal pattern(Code 3)with model number in Specifications and Ordering Information selectable dBA settings of 90 or 95 dBA. ADA/NFPA/UFC/ANSI compliant Strobe options include 1575cd or the Wheelock patented Complies with OSHA 29, Part 1910.165 Multi-Candela strobe with field selectable candela settings of Wall mount model Field Selectable Candela Setting 15/30/75/110cd for wall mount and 15/30/75/95cd and 115/177cd 1'5/30/75/110cd(24 VDC Multi-Candela models)or 1575cd in for ceiling mount 12 or 24 VDC These versatile Horn Strobe Appliances can be synchronized using Ceiling mount model Field Selectable Candela Setting the Wheelock SM,DSM Sync Modules,Wheelock Power Supplies 15/30/75/95cd and 115/177cd(24 VDC Multi-Candela or other manufacturers panels incorporating the Wheelock Patented models) Sync Protocol. Additionally, the audible may be silenced while maintaining strobe activation Selectable Continuous Horn or Temporal(Code 3) All models of the Series NS and NH are designed for maximum 2 Selectable dBA settings of 90 and 95 dBA in both tones performance, reliability and cost-effectiveness while meeting or Patented Universal Mounting Plate exceeding the latest requirements of NFPA72/ANSI 117.1/UFC and UL Standards 1971 and 464 as well as meeting ADA requirements 12 and 24 VDC models with UL"Regulated Voltage"using concerning photosensitive epilepsy: filtered DC or unfiltered VRMS input voltage The Wheelock patented 2-Wire Series NS Horn Strobes and Wall and Ceding Mount Series NH Horns offer more features with lower current draw than Ceding models with same look as Wheelock round ceding competitors. strobes and speakers • NH horn is selectable 12 or 24 VDC in 1 appliance • Synchronize using Wheelock Sync Modules or panels with built-in Wheelock Patented Sync Protocol • Fast installation with IN/OUT screw terminals using#12 to #18 AWG wires ixEattoF �� HEW YOPF U� N ® MEA APPROVED E5946 151-92-E 7125-0785 142 S5391 NOTE:All CAUTIONS and WARNINGS are identified by the symbol A.All warnings are printed in bold capital letters. A WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.COOPERWHEELOCK.COM OR CONTACT COOPER WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR'OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: • Strobes are designed to flash at 1 flash per second minimum over their"Regulated Voltage Range'. Note that NFPA-72 specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. • All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971. • Series NS Strobe products are listed under UL Standard 1971 for Indoor use with a temperature range of 32°F to 120°F(0°C to 49°C)and maximum humidity of 93%(t 2%) • Series NH horns are listed under UL Standard 464 for audible signal appliances(Indoor use only). • "Regulated Voltage Range"is the newest terminology used by UL to identify the voltage range. Prior to this change UL used the terminology"Listed Voltage Range". Table 1: Ratings Per UL Standard 1971 Table 2: dBA Ratings for Series NS/NH Horn Regulated Reverberant dBA Anechoic dBA Input Voltage Strobe Candela @ 10ft per UL 464 @ 10 ft Model Voltage Range (CD) Description Volume 12 24 12 24 VDC VDC/FWR VDC VDC VDC VDC NS-24MCW 24 16.0-33.0 15/30/75/110 Continuous High 83 87 89 95 NS-241575W 24 160-33.0 15(75 on Axis) Horn Low 76 81 84 90 NS-121575W 12 8.0-175 15(75 on Axis) Code 3 High 79 82 89 95 NS-24MCC 24 160-330 15/30/75/95 Horn Low 72 76 84 90 NS-24MCCH 24 160-330 115/177 Table 3: UL Max Current* Audible Wall Mount Strobe Models Ceiling Mount Strobe Models Series NS/NH NH-12/24 NS-241575W NS-24MCW NS-24MCC NS-24MCCH 24 VDC @24VDC 15/75cd 15cd 30cd 75cd 110cd 15cd 30cd 75cd 95cd 115cd 177cd High(95)dBA 24VDC 0.044 0 104 0.074 0.107 0.184 0 244 0 082 0 124 0 209 0.275 0 350 0 477 Low(90)dBA 24VDC 0 018 0 096 0 066 0 101 0 177 0 232 0.071 0.114 0 201 0 261 0.306 0.429 Audible Wall Mount * RMS current ratings are per UL average RMS method. UL Series NS/NH NH-12/24 Aud/Strobe max current rating is the maximum RMS current within the listed 12VDC - voltage range(16-33v for 24v units) For strobes the UL max @12V NS-121575W current is usually at the minimum listed voltage,(16v for 24v units) For audibles the max current is usually at the maximum High(89)dBA 12 VDC 0.021 0.220 listed voltage(33v for 24v units) For unfiltered FWR ratings, Low(84)dBA 12VDC 0 012 0 210 see installation instructions. Wiring Diagrams"' NS/NH APPLIANCE NS AND NH APPLIANCES SYNCHRONIZED WITH SM MODULE SINGLE CLASS"B"NAC CIRCUIT WITH AUDIBLE SILENCE + +❑TO NEXT❑ FEATURE SM❑ FROM❑ — —APPLIANCE❑ F11 +DSTROBED PRECEDING❑ OR EOLR❑ 0-OSTROHEO StrobeD APPLIANCE, SM/DSM,❑ All NACO NS NH PS-24-8MC OR FACP❑ C11Circuit +E1 —E] +$udib e0 P❑ EOLRD Audible0 -Audib eD SIGNAL NACD CircuitD NS AND NH APPLIANCES SYNCHRONIZED WITH DSM MODULE DUAL NOTE: NS/NH must be set on Code 3 horn tone CLASS"A"NAC CIRCUIT WITH NO AUDIBLE SILENCE FEATURE to achieve synchronized temporal(Code 3)tone. DUAL SYNC MODULE Refer to installation instruction(P83983,P83600 05YNC.. respectively). OSYNC- 4 For detail using SM or DSM Sync Module refer O.T, to Data Sheet S3000 or Installation Instructions IN, P83123 for SM and P83177 for DSM. For MINDS, wiring information on the power supplies refer to Installation Instructions P84662 for PS-24-8MC. F +AUDIBLE A SIO NAL_ C AUDIBLE P oUT2 IN2 APPLIANCE APPLIANCE - MINUS2 $ZONAL CIRCUIT RETURN SPECIFICATION&ORDERING INFORMATION Order Strobe Sync w/SM, 24 12 Agency Approvals Model Number Code Candela DSM or VDC VDC Mounting Options# PS-24-81VIC UL MEA CSFM FM BFP NS-24MCW-FR 9404 15/30/75/110 X X B,D,E,F,G,H,J,N,O,R,X X X X X X NS-24MCW-FW 9405 15/30/75/110 X X - B,D,E,F,G,H,J,N,O,R,X X X X X X NS-241575W-FR 7806 15(75 on Axis) X X - B,D,E,F,G,H,J,N,O,R,X X X X X X NS-241575W-FW 7811 1 15(75 on Axis) X X - B,D,E,F,G,H,J,N,O,R,X X X X X X NS-121575W-FR 7816 15(75 on Axis) X --, X• B,D,E,F,G,H,J,N,O,R,X X X X X X NS-121575W-FW 7818 15(75 on Axis) X - X B,D,E,F,G,H,J,N,O,R,X X X X X X NH-12/24-R 7449 - X X X B,D,E,F,G,H,J,N,O,R,X X X X X X NH-12/24-VV 7500 - X X X B,D,E,F,G,H,J,N,O,R,X X X X X X NS-24MCC-FR 3754 15/30/75/95 X X - E X * X X NS-24MCC-FW 3753 15/30/75/95 X X - E X * X X NS-24MCCH-FR 3756 115/177 X X - E X * X X NS-24MCCH-FW 3755 115/177 X X - E X * X X NH-12/24R-R 3752 - X X X D&E X X X NH-12/24R-W 3751 - X X X D&E X X X *Pending Note Models are available in Red or White. Contact Customer Service for Order Code and Delivery. #Refer to Data Sheet S7000 for Mounting Options NOTE:Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance with Wheelock Inc.standard terms and conditions. y ARCHITECTS AND ENGINEERS SPECIFICATIONS The audible/visual notification appliances shall be Wheelock Series NS Horn Strobe appliances and Series NH Horn appliances or approved equals The Series NS appliances shall meet and be listed for UL Standard 1971(Emergency Devices for the Hearing- Impaired for Indoor Fire Protection Service). The Series NH Horn shall be UL Listed under Standard 464(Fire Protective Signaling). The horn strobe shall be listed for indoor use and shall meet the requirements of FCC Part 15 Class B All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by the Fire Alarm Control Panel(FACP). The audible portion of the appliance shall have a minimum of two(2)field selectable settings for dBA levels(90 and 95 dBA)and shall have a choice of continuous or temporal(Code 3)audible outputs. The strobe portion of the appliance shall produce a flash rate of one(1)flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan lens. The Series NS shall be of low current design. Where wall mount, Multi-Candela appliances are specified,the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 for 15/30/75/110 candela.Where ceding mount,Multi-Candela appliances are specified,the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 for 15/30/75/95 candela or 115/177 candela. The selector switch for selecting the candela setting shall be tamper resistant.The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on-axis is required(e.g.ADA compliance) When synchronization is required, the appliance shall be compatible with the Wheelock SM, DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels with built-in Wheelock Patented Sync Protocol.The strobes shall not drift out of synchronization at any time during operation.If the sync module or Power Supply fads to operate,(i e.,contacts remain closed),the strobes shall revert to a non-synchronized flash-rate.The appliance shall also be designed so that the audible signal may be silenced while maintaining strobe activation. The Series NS Horn Strobes and NH horn shall incorporate a Patented Universal Mounting Plate that shall allow mounting to a single- gang,double-gang,4-inch square, 1 00m European type backboxes,or the SHBB Surface Backbox.If required,an NATP(Notification Appliance Trimplate)shall be provided All notification appliances shall be backward compatible. ROSS= WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY Made in USA S2100 NS/NH 2/08 NJ Location FL Location VA Location 273 Br .. 11• North1 Long : 07740 Sarasota, FL 34243 Arlington,VA 22201 :11 11 P:877-459-7726 • 1 703-294-6560 www.coopernotification.com Cooper Notification is Wheelock°® SAFEPATH• WAVES, COOPER Notification r COOPER Notification Series RSS and RSSP Strobes and Strobe Plates L Ef�_-E ��.. •-'' Series RSS Series RSS Series RSSWP RSS Round Description Features The Wheelock patented Serres RSS Strobe Appliances and; Approvals include: UL Standard 1971, New York City(MEA), Series RSSP Strobe Plates have lower current draw while California State Fire Marshal(CSFM), Factory Mutual(FM), and Chicago( maintaining outstanding performance, reliability and cost See approvals by model in Specifications and effectiveness.These versatile appliances will satisfy virtually all Ordering Innforfor mation requirements for indoor,wall or ceiling mount applications. ADA/NFPA/UFC/ANSI compliant. Meets OSHA 29 Part Strobe options for wall mount models include 1575 or the 1910.165 Wheelock Patented MCW multi-candela strobe with field Wall mount Multi-Candela models are available with Field selectable candela settings of 15/30/75/110cd or the high' Selectable Candela Settings of 15/30/75/110cd or 135/185cd. intensity MCWH strobe with field selectable 135/185cd. Single Candela models are available in 1575cd Ceiling mount models include the patented MCC multi-candela Ceiling mount Multi-Candela models are ceding strobe with field selectable intensities of 15/30/75/95cd or the high intensity MCCH strobe with field selectable available with field selectable candela settings of 15/30/75/95cd 115/177cd. or 115/177cd. (Round or Square) All models may be synchronized using the Wheelock SM, Strobes producer 1 flash per second over the regulated voltage DSM Sync Modules, Wheelock Power Supplies or other range manufacturers panels incorporating the Wheelock Patented 12 and 24 VDC models with wide UL"Regulated Voltage" us- Sync Protocol. Synchronized strobes can eliminate possible ing filtered(DC)or unfiltered VRMS input voltage restrictions on the number of strobes in the.field of view. Wheelock's synchronized strobes offer an easy way to comply Synchronize using the Wheelock sync modules or panels with with ADA recommendations concerning photosensitive epilepsy built-in Wheelock Patented Sync Protocol as well as meeting the requirements of NFPA 72. Fast installation with IN/OUT screw terminals using#12 to#18 The Wheelock Series RSS Strobes employ a Patented Integral AWG wire Strobe Mounting Plate that can be mounted to a single gang, double gang,4"square, 100mm European backboxes or the SHBB surface backbox. If the flush backbox has side or top space between it and the finished wall,the NATP(Notification For weatherproof Series RSS See Datatsheet S9004 Appliance Trimplate)may be used.It provides an additional.65" of trim for the Appliance.An attractive cover plate is provided for a clean,finished appearance on all models. The Series RSSP Multi-Candela Strobe Plates are a cost effective way to retrofit required wall strobe appliances to bells,horns,chimes,multitones or speakers and easily mounts to standard 4" backboxes or for surface mount use with the Wheelock SBL2 surface backbox. ® MEA APPROVED S5391 151-92-E 7125-0785141 7300-0785 154 NOTE:All CAUTIONS and WARNINGS are identified by the symbol A,All warnings are printed in bold capital letters. Q, WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.000PERWHEELOCK.COM OR CONTACT COOPER WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: • Strobes are designed to flash at 1 flash per second minimum over their"Regulated Voltage Range". Note that NFPA-72 specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. • All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971. • Series NS Strobe products are listed under UL Standard 1971 for indoor use with a temperature range of 32°F to 120°F(0°C to 49°C)and maximum humidity of 93%(t 2%). • Series NH horns are listed under UL Standard 464 for audible signal appliances(Indoor use only). • "Regulated Voltage Range"is the newest terminology used by UL to identify the voltage range. Prior to this change UL used the terminology"Listed Voltage Range". Table 1: Average RMS Current* RSS/RSSP-Wall Mount Ceiling Mount RSS/RSSP 241575W 24MCW 24MCWH 24MCC 24MCCH 24VDC Models 1575cd 15cd 30cd 75cd 110cd 135cd 185cd 15cd 30cd 75cd 95cd 11 5c 177cd UL max* 0.090 0.060 0.092 0.165 1 0.220 0.300 1 0.420 0.065 I 0.105 0.189 0 249 0.300 0 420 RSS/RSSP RSS/RSSP 24VDC Wall Mount Models * RMS current ratings are per UL average RMS method. UL max current 121575W rating is the maximum RMS current within the listed voltage range(16-33v for 24v units). For strobes the UL max current is usually at the minimum 12 vdc 0.152 listed voltage(16v for 24v units). For audibles the max current is usually at UL max* 0.255 the maximum listed voltage(33v for 24v units). For unfiltered FWR ratings, see installation Instructions. Table 2:Audibles/Speakers for RSSP Strobe Plate Product Series Multltone Appliances AMT, MT Wiring Diagrams# SERIES RSS/RSSP APPLIANCE Horns AH, NH, HS Motor Bells MB-G6/G10 FROM + + TO NEXT PRECEDING -APPLIANCE Speakers ET-1010/1080;E70, ET70 APPLIANCE,SYNC OR EOLR Chimes CH70 MODULE,POWER SUPPLY OR FACP SERIES RSS/RSSP APPLIANCES SYNCHRONIZED WITH DSM MODULE SINGLE CLASS"A"NAC CIRCUIT SERIES RSS/RSSP APPLIANCES SYNCHRONIZED WITH MULTIPLE DSM MODULES DSM DSM#1 STROBE + 0 NAC SYNC Sync CIRCUIT " 0 Strobe NAC Cir. m+ RSS RSS OUT +OU F 0- o +INS RSS RSS RSS DSM#2 A FACP O+USS Strobe NAC Cir m+ RSS RSS 0 AUDIBLE - MINUS2 DSM#3 +IN 2 RSS RSS RSS P Sync NAC +OUT2 Strobe NAC Cir. B+- RSS RSS NAC 0 CIRCUIT RETURN DSM Interconnecting wiring shown.Maximum of twenty(20) � r1 i TROBE/PLATE ASSEMBLY AUDIBLE&VISIBLE APPLIANCE OPERATE IN UNISON SERIES RSS/RSSP APPLIANCE SYNCHRONIZED WITH SM MODULE SINGLE CLASS"B" NAC CIRCUIT TO NEXT SM FROMAPPLIANCE PRECEDING - ± OR EOLR F STROBE STROBE APPLIANCE,SYNC A Strobe NAC MODULE,POWER Circuit Rss Rss SUPPLY OR FACP �+ + - 0 + - l� - STROBE AUDIBLE Q�+AUDIO e P �„ 2EOLR t[J�Audible STROBE/PLATE ASSEMBLY SERIES RSS/RSSP APPLIANCES SYNCHRONIZED AUDIBLE&VISIBLE APPLIANCE OPERATE INDEPENDENTLY WITH PS-12/24-8CP or PS-12/24-8MP FROM .+. + TO NEM , Senes PS-12/24-BMP PRECEDING APPLIANCE OR _ - APPLIANCE FACP OR EOLR AS RSS a OUTPUTS EOLR 1-4 FROM + - l TO NEXT F 4-CLASS PRECEDING I r STROBE OR 'B^ STROBE,SYNC- -—Tj 1 r—— —— — - EOLR OR AS RSS MODULE,POWER SUPPLY OR FACP C 2-CLASS l.i "pP + - m + - P STROBE APPLIANCE p$ RSS #For detail using SM or DSM Sync Module refer to Data Senes PS-12/24-81VIP Sheet S3000 or Installation Instructions P83123 for SM . and P83177 for DSM. Forwiring Information on the power supplies refer PS-24-8MC. Specifications and Ordering Information Order Wall Ceiling Non- Strobe 24 12 Color Color Square Agency Approvals Model Code Mount Mount Sync Candela VDC VDC RED WHITE Mounting Options*** or y Round UL MEA CSFM FM BFP RSS-24MCW-FR 940 X - X 15/30/75/110 X - X - B,D,E,F,G,H,J,N,O,R,X Square X X X X X RSS-24MCW-FW 9401 X - X 15/30/75/110 X - - I X B,D,E,F,G,H,J,N,O,R,X Square X X X X X RSS-241575W-FR 7471 X - X 15(75 on Axis) X - X - B,D,E,F,G,H,J,N,O,R,X Square X X X X X RSS-241575W-FW 7788 X - X 15(75 on Axis) X - - X B,D,E,F,G,H,J,N,O,R,X Square X X X X X RSS-121575W-FR 7476 X - X•- 15(75 on Axis) - X X - B,D,E,F,G,H,J,N,O,R,X Square X X I X X X RSS-121575W-FW 7468 X - X 15(75 on Axis) - X - X B,D,E,F,G,H,J,N,O,R,X Square X X X X X RSS-24MCC-FW 31,581 - I X X 1 15/30/75/95 X - - X B,D,E,F,G,H,J,N,O,R,X Square X X X X RSS-24MCC-FR 3157 - X X 15/30/75/95 X - X - B,D,E,F,G,H,J,N,O,R,X Square X X X X RSS-24MCCR-FW 3160 - X X 15/30/75/95 X - - X B,D,E,F,G,H,J,N,O,R,X Round X X X X RSS-24MCCH-FW 3461 - X X 115/177 X - - X B,D,E,F,G,H,J,N,O,R,X Square X X X X RSS-24MCCHR-FW 3463 - X X 115/177 X - - X B,D,E,F,G,H,J,N,O,R,X Round XI X X X RSS-24MCWH-FR 3465 X X 135/185 X X B,D,E,F,G,H,J,N,O,R,X Square X X X X RSS-24MCWH-FW 3464 X X 135/185 X X' B,D,E,F,G,H,J,N,O,R,X Square X X X X RSSWP-2475W-FR** 9013 X - X 180@ 77-F X X X - B,D,E,F,G,H,J,N,O,R,X Square X X X X 75@-31°F RSSWP-2475W-FW** 3034 X - X 180@ 77°F X X - X B,D,E,F,G,H,J,N,O,R,X Square X X X X 75@-31°F RSSP-121575W-FR 7798 X - X 15(75 on Axis) - X X - D,E,Z Square X X X X X RSSP-24MCW-FR 9402 X - X 15/30/75/110 X - X - D,E,Z Square X X X X X RSSP-241575W-FR 7793 X - X 15(75 on Axis) - - X - D,E,Z I Square X X X IX X - *PENDING All models sync with Wheelock SM,DSM or PS-12/24-8CP or PS-12/24-8MP. #Models are available in either Red or White.Call Customer Service for Order Code&Delivery. **For Weatherproof Series RSS Strobe specifications see data sheet S9004. ***Refer to data sheet S7000 for mounting options. 1 �Y f Architects and Engineers Specifications The visual notification appliances shall be Wheelock Series RSS Strobe Appliances or approved equals.The Series RSS shall meet and be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired)for Indoor Fire Protection Service.The strobe shall be listed for indoor use and shall meet the requirements of FCC Part 15 Class B.The strobe appliances shall produce a flash rate of one(1)flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan@)lens. All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel(FACP).When Strobe Plates are to be installed, they shall be the Wheelock Series RSSP Strobe Plate and shall have the same electronic circuitry as the Wheelock Series RSS The Series RSS Strobe shall be of low current design.Where Multi-Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 at 15/30/75/110cd or 135/185cd for wall mount and 15/30/75/95cd or 115/177cd for ceiling mount.The selector switch for selecting the candela shall be tamper resistant The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on axis is required(e.g.ADA compliance). When synchronization is required,the appliance shall be compatible with Wheelock's SM,DSM Sync Modules,Wheelock Power Supplies or other manufacturers panels with built-in Wheelock Patented Sync Protocol The strobes shall not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate, (i.e., contacts remain closed), the strobe shall revert to a non-synchronized flash rate.The strobes shall be designed for indoor surface of flush mounting. The Series RSS Strobe Appliances shall incorporate a Patented, Integral Strobe Mounting Plate that shall allow mounting to single- gang,double-gang, 4-inch square, 100mm European type backboxes,orthe SHBB Surface Backbox.If required,an NATP(Notification Appliance Trimplate)shall be provided An attaching cover plate shall be provided to give the Appliance and attractive appearance.The Appliance shall not have any mounting holes or screw heads visible when the installation is completed The Series RSSP Multi-Candela or single candela Strobe Plate shall mount to either a standard 4 inch square backbox for flush mounting, or the Wheelock SBL2 backbox for surface mounting All notification appliances shall be backward compatible NOTE Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance with Wheelock,Inc standard terms and conditions WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3YEAR WARRANTY Made in USA SO410 RSS/RSSP 02/08 NJ Location FL Location VA Location 273 Branchport Ave. 7565 Commerce Ct. P:877-459-7726 Long Branch,NJ 07740 Sarasota, FL 34243 F: .0 :0. 00 F:732-222-8707 F:941-487-2389 Cooper Notification is Wheelock' MEDS SAFEPATH° WAVES COOPER Notification 00 COOPER Notification ` Weatherproof Appliances ~ Series AH Audibles, AS Audible Strobes, MT Multitone Strobes" RSS Strobes and ET70 Speaker Strobes and Weatherproof Mounting Accessories Desighed for life safety, performance and reliability, Cooper All models may be synchronized using the Wheelock SM, DSM VVhoe|ook'ocost effective wmatherpocfnotification appliances Sync Modules, Wheelock Power Supplies orother manufacturers include: | Th on Weatherproof Appliances Series '~^' ~~p~~~' ''~^ ~~~~~~ --' -- '--'----' controlled — � protocol MTWP Strobes RSSVVp -horn-- -bomodels- -' -/na 4-wire appliances; a nbnbno can be Horn Strobes 88Wp synchronized while the audible can be connected to a coded fire Horns AH-24VVP,AH42VVp alarm system or can be set to produce any of eight selectable K0u|btonoHorn Strobes W4TVVp tones. K0u|UhoneHomo MT Speaker Strobes ET70VVP Speakers El-1010 _Features: ' ,All strobe models are UL dual listed ' meobnQ both UL1838 ° Approvals include. ULStandards 1Q71. 1O38.404nnd14OU and UL1071 requirements. As dual hobyd appliances, these' California State Fire Marshal(CGFW«)and New York City weatherproof strobes, horn strobes and speaker strobes are listed (KEA). Factory Mutual(FM)and Chicago(BFP). See for outdoor applications undorUL1088aow*UnounderUL1071 agency approvals bymodel number onpage two ofthis the Standard for Safety Devices for Hearing Impaired With an extended temperature~ -nga of-31'F to 150^F\-40^C document toO0^C>. Wheelock weatherproof appliances meet orexceed UL ° Compliance with the following requirements: NFRA. UFC, outdnorheot requirementsfor rain,humidity and corrosion resistance ANSI 117.1, OSHA Part 29. 1Q1O.1G5.ADA while providing multiple strobe intensity options, including the ° yyeothorpmo�"vithox�ndedtemperaturenonganf-40"Fho strobe ratings ovo/imb|o for area coverage per NFP87o , otmbanpaomgtables(up 0o185candela for wmUmounting and 177 15O^F(-4O^Cto0OC)° candela for ceiling mnundng). ° Dual Listed strobe models(UL 103Dand UL1971) To enable athf mounting,Cooper-Wheelock provides the 0 Industry's highest strobe candela options industry's widest choice ofmounting options for surface»runique ° Synohmn/zeuomgthnyVhno|o«kSynnK0ndu|eoorpane|o semi-flush installation. �odo|o om available for mounting� toWheelock weatherproof baokbnxon on walls or ceilings. The with built-in Wheelock Patented Sync Protocol optional WP-KIT allows the weatherproof boohbnxeu(|OB.VVp8Bor ° Models with field selectable tone, dBAand candela settings VVpGBB)tobemounted toorecessed electrical box for concealed ° Wall orceiling mounting options conduit installation. Fnruom/'Ounh insta||otmn, thoVVRA~ and VVFRA°kits allow ocustomer to mount!hotho mnf appliances ° Surface cfsemi-flush mounting to o nonenned o|ooLrioo| box without the need for an **a'no| ° IN/OUT wiring termination accepting two#12'18AWG wires weatherproof bockbox. See the Bockboxeo. Plates and Gaskets ��000hbennma| Table unpage three oythis document for esummarization ofthese mounting options and the roquiredauoeouuheo. *The series nnoWP,AawP,mn^Pand srrowP have U approval down to-40* F TxoAx-2wwP,MT-1u/2*and the sT-1o10have been ULC tested and approved to -40`Fomnmovum/uoumuL. The A*'1uWphas UL/ULC approval m'x1`r MEA APPROVED °Patent Ponding E5946 151-92-E 7125-0785 131 o5391 7125-0785 146 ` S2652 7125-0785 166(MrwP) 7300-0785 154(nssWP) NOTE:All CAUTIONS and WARNINGS are identified by the symbol A.All warnings are printed in bold capital letters. A, WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.COOPERWHEELOCK.COM OR CONTACT COOPER WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: • Strobes are designed to flash at 1 flash per second minimum over their UL Listed Regulated Voltage Range • All candela ratings represent minimum effective Strobe intensity based on UL Standards 1971 and 1638 as indicated in candela ratings table. Wall Mount Ceiling Mount Wall or Ceiling Mount MUM 77 RSSWP MTWP RSSWP MTWP MT AH ASWP ASWP ET70WP ET70WP ET-1010 Strobe Order Code Strobe Order Code RSSWP-2475W-FR Red 9013 RSSWP-2475C-FR Red 4338 Audible Order Code RSSWP-2475W-FW White 3034 RSSWP-2475C-FW White 4446 AH-24WP-R Red 7416 RSSWP-24MCWH-FR Red 5161 RSSWP-24MCCH-FR Red' 5167 AH-12WP-R Red 7415 RSSWP-24MCWH-FW White 5165 RSSWP-24MCCH-FWWhite 5187 Horn Audible Strobe Audible Strobe MT-12/24-R Red 5023 ASWP-2475W-FR Red 9012 ASWP-2475C-FR Red 4251 ASWP-24MCWH-FR Red 5137 ASWP-2475C-FW White 4502 Speaker ASWP-24MCWH-FW White 5140 ASWP-24MCCH-FR Red 5149 ET-1010-R Red 3135 Multi-tone Strobe ASWP-24MCCH-FW White 5157 ET-1010-W White 3137 MTWP-2475W-FR Red 8420 Multi-tone Strobe AH MTWP-2475W-FW White 3112 MTWP-2475C-FR Red 4457 UL Max.Current MTWP-24MCWH-FR Red 5132 MTWP-2475C-FW White 4478 24 VDC 12 VDC MTWP-24MCWH-FW White 5134 MTWP-24MCCH-FR Red 5102 High(99)dBA 0.080 0.192 Speaker Strobe MTWP-24MCCH-FW White 5122 Med(95)dBA 0.043 0.108 ET70WP-2475W-FR Red 9077 Speaker Strobe Low(90)dBA 0.021 0 058 ET70WP-2475W-FW White 3179 ET70WP-2475C-FR Red 4452 ET70WP-24185W-FR Red 4885 ET70WP-2475C-FW White 4454 UL Reverberant dBA @ 10 Feet ET70WP-24185W-FW White 4891 ET70WP-24177C-FR Red 4845 Watts 1/8 1/4 1/2 1 2 4 8 ET70WP-24135W-FR Red 4872 ET70WP-24177C-FW White 4859 ET-1010 77 80 83 86 87 92 94 ET70WP-24135W-FW White 4875 ET70WP-24115C-FR Red 4550 ET70WP-24115C-FW White 4732 ET70WP 78 1 81 84 187 190 193 95 Candela Ratings UL 1638 UL 1638 RSS,ET70WP and ASWP Model Number Agency Approvals Series UL 1971 77-F -40°F MTWP UL Max Current @ @ Strobe Only) High Med Low Strobe UL MEA CSFM FM BFP 2475 30** 180 115 0138 0.168 0155 0.150 RSSWP-2475 X X X X " 135 135 56 0 300 0.355 0.340 0.335 RSSWP-24MCWH X X MCWH RSSWP-24MCCH X * X 185 185 77 0.420 0.480 0 465 0.460 Audible Strobe 115 115 470.300 0.355 0 340 0.335 ASWP-2475 X X X X X MCCH * " 177 177 73 0.420 0.480 0 465 0.460 ASWP-MCWH X X * 24185 185 185 77 0.420 **Wall mount rating only ASWP-MCCH X X " Multitone Strobe 24177 177 177 73 0.420 MTWP-2475 X X X X MTWP-MCWH X * X UL Max.Current MTWP/MT MT MTWP-MCCH X " X * " (Audible) 24 VDC 12 VDC Horns/Audibles BA HI STD HI STD AH-24WP X X X - X Horn 0108 0.044 0.177 0.034 AH-12WP X X X - X Bell 0.053 0 024 0.095 0.020 MT-12/24 X X X X X March Time 0.104 0.038 0.142 0.034 Speaker Strobe Code 3 Horn 0.091 0.035 0.142 0.034 ET70WP-2475 X X X Code 3 Tone 0.075 0.035 0 105 0.021 ET70WP-185 X * X Slow Whoop 0.098 0 037 0 142 0.035 ET70WP-177 X * X Siren 0.104 0 036 0 152 0.030 ET70WP-115 X X Hi/Lo 0.057 0.025 0.114 0.026 ET70WP-135 X X *Pending ,y Mounting Accessories Few. -M L J WFP WFPA 106 WPSBB WPBB WBB Gasket Kit Order Code WP-KIT 4486 Mountm Options,9 p Backboxes,Plates,Gasket Kits Flush Plates WFPA-R Red 4698 Surface Mount Flush WFPA-W White 4701 Exposed Conduit Concealed Conduit Mount WFP-R Red 4696 WFP-W White 4697 RSSWP Strobes WPSBB WPSBB+WP-KIT WFP Backboxes ET70WP Speaker Strobes 1013 IOB+WP-KIT WFP 10B-R Red 5046 ASWP Horn Strobes WPBB WPBB+WP-KIT WFPA 1013-W White 5047 WPSBB-R Red 9751 AHWP Horns WBB - WFP WPSBB-W White 3033 ET-1010 Speakers WBB - WFP. WPBB-R Red 9014 WPBB-W White 4692 MTWP Multitone Horn Strobes 1013 IOB+WP-KIT WFP WBB-R Red 2959 Multitone Horn 106 10B+WP-KIT WFP W1313-W White 2960 SERIES MTWP APPLIANCES SYNCHRONIZED STROBE Wiring Diagrams OPERATION WITH CODED FACP MTWPO o Strobell Sync❑ Circus ❑ SERIES MTWP AUDIBLE APPLIANCE AND STROBE OPERATEModule❑ IN UNISON.RED AND BLACK SHUNT-WIRES ARE SUPPLIED. NAC #1 oro PS-12/29- ❑ � Audibl ❑ Power[] Circm ❑ FROM❑ FACP❑ Supply0 + ..F❑ TO NEXT❑ PRECEDING❑ APPLIANCE❑ PPLIANCE❑ REDO —❑OR EOLR❑ NAC #2 R FACP❑ BLACK] Note: Strobe circuit requires constant voltage. SERIES RSSWP/ASWP APPLIANCES SYNCHRONIZED W/ +❑— o +C- DSM MODULE SINGLE CLASS"A"NAC CIRCUIT STROBE❑ AUDIBLE❑ DSM❑ STROBES + 00 SERIES RSSWP,ASWP,AHWP,MTWP AND MT-12/24 NACO sYNc❑ -10 CIRCUITO APPLIANCES OUT❑ +ooT 10 0+ IN 10 �SieO RSS FROM❑ + +❑ TO NEXT❑ \ PRECEDING❑ — —❑APPLIANCE❑ FACP MI+❑ 1❑ APPLIANCE ORO OR EOLR❑ IffIBLE FACP❑ t�k� MINUS 20 / + IN 20 RSS RSS STROBEO +E] — NAC❑ + OUT—20 CIRCUIT❑ RETURN❑ Note: Models are available in Red or White. Contact Customer Service for Order Code and Delivery #Refer to Data Sheet S7000 for Mounting Options NOTE:Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance with Wheelock Inc.standard terms and conditions. r ARCHITECTS AND ENGINEERS SPECIFICATIONS General Weatherproof notification appliances shall be UL listed for outdoor use.Weatherproof Strobe appliances shall be listed under UL Standard 1638(Standard for Visual Signaling Appliances)for Indoor/Outdoor use and UL Standard 1971 (Standard for Safety Signaling Devices for Hearing Impaired).The appliances shall be available for optional wall mounting or ceiling mounting to weatherproof backboxes using either exposed conduit or concealed conduit, or semi-flush mounting to a recessed electrical box in walls or ceilings using Wheelock mounting accessories Weatherproof Strobes Weatherproof Strobe appliances shall produce a minimum flash rate of 60 flashes per minute over the UL Regulated Voltage Range of 16 to 33 VDC and shall incorporate a Xenon flashtube. The weatherproof strobes shall be available with UL 1971 candela ratings up to 185 cd for wall mounting and 177 cd for ceiling mounting UL 1638 candela ratings up to 180 cd at 77°F shall be available.The strobes shall operate over an extended temperature range of—40°F to 150°F(-40°C to 66°C)and be listed for maximum humidity of 95% RH Strobe inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel(FACP). Weatherproof Audibles and Audible/Strobe Combinations Weatherproof horns and multitone audibles shall be listed for Indoor/Outdoor use under UI-Standard 464.The horns shall be able to produce a continuous output or a temporal code-3 output that can be synchronized. The horns shall have at least 3 sound level settings. Horn/Strobe combinations shall be able to be synchronized on a single NAC. Multitone audibles shall be able to produce 8 distinct tones selectable by dip switch and shall have at least 2 sound level settings Multitone Audible/Strobe combinations shall have independent inputs for the audible and strobe.The strobes shall be able to be synchronized. The audibles shall be able to be coded when operated on a separate NAC Weatherproof Speakers and Speaker/Strobes Weatherproof speakers and speaker/strobes shall be listed for Indoor/Outdoor use under UL Standard 1480.All speakers shall provide field selectable taps for 1/8W to 8W operation for either 25 VRMS or 70 VRMS audio systems and shall incorporate a sealed back construction for extra protection and improved audibility. Speakers without strobes shall be Wheelock Series ET-1010. They shall be listed to produce up to 94 dBA and shall incorporate a vandal resistant grille design. Speaker with strobes shall be Wheelock Series ET70WR They shall be available for surface or semi-flush mounting to walls or ceilings and shall be listed to produce up to 93 dBA. Synchronization Modules When synchronization of strobes or temporal code-3 audibles is required,the appliances shall be compatible with the Wheelock Series SM, DSM Sync Modules,Wheelock Power Supplies or other manufacturers panels with built-in Wheelock Patented Sync Protocol.The strobes and audibles shall not drift out of synchronization at any time during operation Series ASWP audibles and strobes shall be able to be synchronized on a 2-wire circuit with the ability to silence the audible if required. The strobes on Series MT multitone audible/strobe appliances shall be able to be synchronized and shall be able to be operated on a separate circuit from the audibles while the audible circuit is connected to a coded or continuous NAC. Weatherproof Mounting Accessories Weatherproof mounting options shall include surface mounting or semi-flush mounting to walls or ceilings.Surface mounted appliances shall mount to Wheelock IOB, WBB, WPBB or WPSBB weatherproof backboxes using either exposed conduit or concealed conduit For concealed conduit the weatherproof backbox shall be mounted to a recessed electrical box with Wheelock's WP-KIT to provide a weatherproof seal for the electrical box.Semi-flush mounted appliances shall mount to a recessed electrical box using Wheelock WFP or WFPA flush plates to provide a weatherproof seal between the electrical box and the appliance. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3YEAR WARRANTY Made in USA S9004 WP 11/09 NJ Location FL Location VA Location 273 Branchport Ave. 7565 Commerce Ct. P:877-459-7726 Long : . . .0 :00 00 F:732-222-8707 F:941-487-2389 www.coopernotification.com 00 Cooper Notification is Wheelock' MIIEDC SAFEPATK WAVES, �' ry COOPER Notification �+as- BATTERY CALCULATIONS REVISION A 0617.10 FIRE ALARM CONTROL PANEL BATTERY CALCULATIONS DESCRIPTION MAN. MODEL NO. QTY, SUPV.CURRENT(A ALARM CURRENT(A) PER UNIT EXTENDED PER UNIT EXTENDED MAIN CIRCUIT BOARD FIRELITE MS-92000D 1 0255000 0.255000 0.325000 0.325000 80-CHARACTER LCD REMOTE FIRE ANNUNCIATOR FIRELITE LED-80F 1 0064000 0064000 0.064000 0064000 MANUAL FAN RESTART RELAY FIRELITE MR-201/CR 1 0 000000 0000000 0.035000 0035000 RELAY FIRELITE MR-201/CR 2 0000000 0.000000 0035000 0.070000 ADDRESSABLE DEVICES CURRENTS INCLUDE ANY NON-ADDRESSABLE DEVICES ATTACHED): ADDRESSABLE PHOTOELECTRIC DETECTOR FIRELITE SD355 17 0.000300 0.005100 ABOVE CEILING ADDRESSABLE PHOTOELECTRIC DETECTOR FIRELITE SD355 0.000300 0.000000 INTELLIGENT ADDREASSABLE THERMAL HEAT DETECTOR 135*FIXED FIRELITE H355 4 0.000300 0.001200 DDRESABLE MANUAL PULL STATION FIRELITE BG-12LX 3 0000230 0.000690 INTELLIGENT ADDRESSABLE PHOTOELCTRIC DUCT SMOKE DETECTOR FIRELITE D350P 2 0000300 0.000600 RELAY MODULE FIRELITE CRF-300 2 1 0.000270 0000540 MONITOR MODULE FIRELITE MMF-300 0.000400 0000000 MINI-MONITOR MODULE FIRELITE MMF-301 0000375 0.000000 DUAL MONITOR MODULE FIRELITE MDF-300 0000750 0.000000 CONTROL MODULE FIRELITE CMF-300 0000750 0.000000 INTERFACE MODULE FIRELITE MMF-302 0000270 0.000000 SYNC MODULE WHEELOCK DSM 0.000000 0.000000 0.055000 0.000000 SPEC1 FIRE MULTI-CANDELA HORN STROBE 75cd WHEELOCK NS-24MCW-FR 75cd 3 0.000000 0.000000 0.184000 0.552000 SPEC1 FIRE MULTI-CANDELA STROBE 75cd WHEELOCK RSS-24MCW-FR 75cd 4 0.000000 0.000000 0.165000 0660000 SPEC1 FIRE WEATHER PROOF AUDIBLE/STROBE WHEELOCK ASWP-2475W-FR 1 0000000 0.0000001 0168000 0.168000 *MAX ALARM DRAW OF ALL ADDRESSABLE DEVICES 0.400000 CURRENT SUBTOTAL 0.327130 2.274000 TIME(HOURS) x 24.000000 x 0.083333 MP HOUR SUBTOTAL 7.851120 + 0189500 TOTAL AMP HOURS 8040620 20%DETERIATION FACTOR + 1.608124 TOTAL AMP HOURS REQUIRED 9.648744 BATTERY SIZE REQUIRED: 12AH MAN.: FIRELITE MODEL NO.: PS-12120(TWO REQUIRED) DN-60602:A FireWarden-100-2(E) Rev 3 �J NOTIFIER 0 Intelligent Addressable FACP . by Honeywell �Alprm:Pontrol Panel General The Notifier FireWarden-100-2 Rev 3(NFW2-100)with Version 5.0 firmware is a combination FACP (Fire Alarm Control Panel) and DACT(Digital Alarm Comm umcator/Transmitter) all on one circuit board.This compact intelligent addressable control panel has an extensive list of powerful features. The SLC(Signaling Line Circuit)of the FireWarden-100-2 Rev 3 operates using a Rapid Group Polling communication protocol technology that polls multiple devices simultaneously for a 4e-_ quicker device response time.This patented technology allows a fully-loaded panel with up to 198 devices to report an incident and activate the notification circuits in under 10 seconds. With ; = this improved polling,devices can be wired on standard twisted, unshielded wire up to a distance of 10,000 feet. The's quick-remove chassis protects the electronics during con- Pi ao,�r�■�. struction. The backbox can be installed allowing field wiring to be pulled.When construction is completed, the electronics can be quickly installed with just two bolts. New features for Rev 3 with Version 5.0 firmware include removable terminal blocks, improved transient protection, addi- tional secondary ANN-BUS, and increased power for the reset- table and remote sync outputs. 's Available accessories include ANN-BUS devices as well as ACS LED, graphic and LCD annunciators, and reverse polarity/city box transmitter. The integral DACT transmits system status (alarms, superwso- nes, troubles, AC loss, etc.) to a Central Station via the public . Remote site or local USB port upload/download, using PS- switched telephone network.It also allows remote and local pro- Tools. gramming of the control panel using the PS-Tools Upload/Down- • Four (4) Style Y (Class B) NAC circuits, which can be con- load utility. In addition,the control panel may be programmed or verted to four (4) Style Z (Class A) circuits with optional interrogated off-site via the public switched telephone network. ZNAC-92 converter module. (Up to 6.0 amps total NAC Any personal computer with Windows@ XP or greater, a com- power when using optional XRM-24B.) patible modem, and PS-Tools—the Upload/Download software . Selectable strobe synchronization for System Sensor,Whee- kit—may serve as a Service Terminal This allows download of lock,and Gentex devices. the entire program or upload of the entire program, history file, . Remote Acknowledge, Silence, Reset and Drill via address- walktest data, current status and system voltages. The panel able monitor modules or FDU-80, N-ANN-80 or Legacy ACS can also be programmed through the FACP's keypad or via a Annunciators. standard PS-2 computer keyboard, which can be plugged ANN-BUS for connection to following optional modules(cannot directly into the printed circuit board.This permits easy typing of address labels and other programming information. be used if ACS annunciators are used): Version 5.0 firmware supports the following: Primary and Sec- –N-ANN-80(W)Remote LCD Annunciator ondary ANN-bus devices,NP-A100,USB port,NAC circuit diag- nostics, a new report has been added to the walk-test that lists –N-ANN-S/PG Printer Module untested devices, new device types added: audio telephone –N-ANN-RLY Relay Module type code for NFV-25/50ZST,Photo Supervisory and auto-reset- –N-ANN-LED Annunciator Module table Drill(non-latching). –N-ANN-BLED Annunciator Module alarms only The FireWatch Series internet monitoring modules IPDACT-2 –ROME Relay Option Module Enclosure and IPDACT-2UD permit monitoring of alarm signals over the Internet saving the monthly cost of two dedicated business tele- ACS&Terminal-mode Annunciators: phone lines. Although not required, the secondary telephone –ACS Annunciators.Up to 32 Legacy ACM Series annuncia- line may be retained providing backup communication over the tors (ACM-16AT or ACM-32 series). Cannot be used if public switched telephone line. ANN-BUS devices are used. NOTE. Unless otherwise specified, the term FireWarden-100-2" –Terminal-mode Annunciators: Up to 32 Legacy FDU-80 is used in this document to refer to both the Fire Warden-100-2 and annunciators. the FireWarden-100-2E FACPs(Fire Alarm Control Panels). Like- • EIA-232 printer/PC interface(variable baud rate)on main cir- wise, `NFW2-100"refers to NFW2400E as well. cuit board,for use with optional UL-listed printer PRN-6. • Integral 80-character LCD display with backlighting. Features • Real-time clock/calendar with automatic daylight savings • Listed to UL standard 864,9th edition. control. • On-board DACT. • Detector sensitivity test capability(NFPA 72 compliant). DN-60602 Al•12/07/2010—Page 1 of 6 • History file with 1,000-event capacity. • Ground Fault(yellow) • Maintenance alert warns when smoke detector dust accumu- KEYPAD CONTROLS lation is excessive. • Automatic device type-code verification. • Acknowledge/Step • One person audible or silent walk test with walk-test log and • Alarm Silence printout. • Drill • Point trouble identification • System Reset(lamp test) • Waterflow(nonsilenceable)selection per monitor point. • 16-key alpha-numeric pad(similar to telephone keypad) • System alarm verification selection per detector point. • 4 cursor keys • PAS(Positive Alarm Sequence)and presignal delay per point • Enter (NFPA 72 compliant). NOTE:Only detectors may participate in PAS Product Line Information SLC LOOP: NFW2-100: FireWarden-100-2 Rev 3 198-point addressable • SLC can be configured for NFPA Style 4,6,or 7 operation. Fire Alarm Control Panel, one SLC loop. Includes 80-character • SLC supports up to 198 addressable devices per loop (99 LCD display, single printed circuit board mounted on chassis, detectors and 99 monitor,control,or relay modules), and cabinet.120 VAC operation. • SLC loop maximum length 10,000 ft.(3,000 m.). NFW2-100R:Same as NFW2-100,except in a red backbox See installation manual for wire tables NFW2-100E:Same as NFW2-100,except with 240 VAC opera- NOTIFICATION APPLIANCE CIRCUITS(MACS): tion. Four onboard NACs with additional NAC capability using out- 4XTM Reverse Polarity Transmitter Module: Provides super- • put control modules (NC-100). The four Class B NACs can and t output for local energy municipal box transmitter, alarm, a be converted to four Class A NACs with optional ZNAC-92 and trouble. converter module. ZNAC-92: Optional converter module which converts four (4) • Silence Inhibit and Auto Silence timer options. Style Y(Class B) NAC circuits to four(4) Style Z(Class A)cir- cuits. • Continuous, March Time, Temporal or California code for PS Tools: Programming software for WmdowsC�based PC main circuit board NACs with two-stage capability. • Selectable strobe synchronization per NAC. computer(cable not included),available on www.firelite.com. • 2.5 amps maximum per each NAC circuit. DP-9692113:Optional dress panel for FireWarden-100-2 Rev 3. NOTE:Maximum 24VDC system power output is shared among TR-CE-B:Optional trim Ring for semi-flush mounting. all NAC circuits and 24VDC special-application auxiliary power BB-26: Battery backbox, holds up to two 26 AH batteries and outputs Total available output is 3 0 amps Using the optional CHG-75. XRM-24B transformer increases 24VDC output to 6 0 amps NFS-LBB:Battery box,houses two 55 AH batteries. PROGRAMMING AND SOFTWARE: CHG-75: Battery charger for lead-acid batteries with a rating of • Autoprogram(learn mode)reduces installation time. 25 to 75 AH. • Custom English labels (per point) may be manually entered CHG-120: Remote battery charging system for lead-acid batter- or selected from an internal library file. ies with a rating of 55 to 120 AH. Requires additional NFS-LBB • Three Form-C relay outputs(two programmable). for mounting. • 99 software zones. NOTE: CHG-120 or CHG-75 required for batteries larger than • Continuous fire protection during online programming at the 18AH. front panel. BAT Series:Batteries,see data sheet DN-6933. • Program Check automatically catches common errors not XRM-24B(E): Optional transformer. Increases system power linked to any zone or input point. output to 6.0 amps. Use XRM-24BE with FireWarden-100-2E • OFFLINE PROGRAMMING: Create the entire program in Rev 3. your office using a Windows®-based software package PRT/PK-CABLE: Cable printer/personal computer interface (NFW2-100 requires PS-Tools Programming software, avail- cable;required for printer or for local upload/download program- able on www.magm-fire.com).Upload/download system pro- ming and updating panel firmware. gramming locally to the NFW2-100 Rev 3 in less than one PRN-6: UL listed compatible event printer. Uses tractor-fed minute. paper. • USB upload/download programming with standard Male-A to IPDACT 2/2UD, IPDACT Internet Monitoring Module: Mounts Male-B cable. in bottom of enclosure with optional mounting kit(PN IPBRKT). Connects to primary and secondary DACT telephone output User Interface ports for internet communications over customer provided ether- net internet connection. Requires compatible Teldat LED INDICATORS VisorALARM Central Station Receiver.Can use DHCP or static • AC Power(green) IP.(See data sheet DN-60408 for more information.) • Fire Alarm(red) IPBRKT:Mounting kit for IPDACT-2/2UD in common enclosure. • Supervisory(yellow) IPSPLT:Y-adaptor option allows connection of both panel dialer • Alarm Silenced(yellow) outputs to one IPDACT-2/2UD cable input. • System Trouble(yellow) COMPATIBLE ANNUNCIATORS • Mai ntenance/Presignal(yellow) N-ANN-80(-W): LCD Annunciator is a remote LCD annunciator • Disabled(yellow) that mimics the information displayed on the FACP LCD display. • Battery Fault(yellow) Recommended wire type is un-shielded. (Basic model is black; order-W version for white;see DN-7114) Page 2 of 6—DN-60602 Al•12/07/2010 N-ANN-LED:Annunciator Module provides three LEDs for each Appliance Circuit option requires external 24 VDC to power noti- zone: Alarm, Trouble and Supervisory. Ships with red or black fication appliances. enclosure(see DN-60242). NC-10OR: Addressable relay module containing two isolated N-ANN-RLED:Provides alarm(red)indicators for up to 30 input sets of Form-C contacts, which operate as a DPDT switch. zones or addressable points.(See DN-60242). Mounts directly to a 4.0" (10.16 cm.) box, surface mount using N-ANN-RLY: Relay Module, which can be mounted inside the the SM13500. cabinet, provides 10 programmable Form-C relays. (See DN- NOT BG12LX: Addressable manual pull station with interface 7107.) module mounted inside. ROME-B: Relay Option Module Enclosure (order ROME-13 for N100-ISO: Fault Isolator Module.This module isolates the SLC black or ROME for red). Provides one N-ANN-RLY Relay Mod- loop from short circuit conditions(required for Style 6 or 7 oper- ule already installed. The ROME Series provides mounting ation). space for one additional Relay Module or one addressable Multi- SMB500: Used to mount all modules except the NMM-100P. module. (See Installation Sheet PN 53530.) NMM-100-10: Ten-input monitor module. Mount one or two N-ANN-S/PG: SenaVParallel Printer Gateway module provides modules in a BB-XP cabinet(optional).Mount up to six modules a connection for a serial or parallel printer.(See DN-7103.) on a CHS-6 chassis in a 1313-25. WANN-11/0: LED Driver Module provides connections to a user NZM-100-6: Six-zone interface module for compatible conven- supplied graphic annunciator. (See DN-7105.) tional two-wire detectors.Mount one or two modules in a BB-XP ACM-8R:Relay module provides 8 Form-C 5.0 amp relays. cabinet(optional). Mount up to six modules on a CHS-6 chassis ACM Annunciator Series: LED-type fire annunciators capable in a 1313-25.' of providing up to 99 software zones of annunciation.Available NOTE:For more information on Compatible Addressable Devices in increments of 16 or 32 points to meet a variety of applications. for use with the Fire Warden-100-2 Rev 3, see the following data LDMGraphic Series: Lamp Driver Module series for use with sheets(document numbers)-N100-ISO(DN-6994),NP-100 series custom graphic annunciators. (DN-6995),NI-100(DN-6996), NH-100 series(DN-6997), ND-100 series (DN-7006), NP A100 (DN-6998), NMM-100/NMM-100PI FDU-80(Liquid Crystal Display)point annunciator:80-char- NDM-100/NZM-100 (DN-6999), NC-100/NC-100R (DN-7000), acter,'backlit LCD-type fire annunciators capable of displaying NOT-BG12LX (DN-7001), NMM-100-10 (DN-6990), and NZM- English-language text. 100-6(DN-60150). NOTE:For more information on Compatible Annunciators for use with the Fire Warden-100-2 Rev 3, see the following data sheets Wiring Requirements (document numbers)ACM-8R(DN-3558),ACS/ACM Series(DN- While shielded wire is not required, it is recommended that all 0524),LDM Series(DN-0551),FDU-80(DN-6820). q SLC wiring be twisted-pair to minimize the effects of electrical COMPATIBLE ADDRESSABLE DEVICES interference.Wire size should be no smaller than 18 AWG(0.78 All feature a polling LED and rotary switches for addressing. mm2) and no larger than 12 AWG (3.1 mm2). The wire size depends on the length of the SLC circuit. Refer to the panel NI-100:Addressable low-profile ionization smoke detector. manual for wiring details. NP-100:Addressable low-profile photoelectric smoke detector. NP-10OT:Addressable low-profile photoelectric smoke detector with thermal sensor. NP-10OR: Addressable remote test capable detector for use with DNR(W)duct smoke detector housings. NH-100:Fast-response,low-profile heat detector. NH-10OR: Fast-response, low-profile heat detector with rate-of- rise option. NH-10OH: Fixed high-temperature detector that activates at 190F/88C. NP-A100:Addressable low-profile multi-sensor detector. DNR: Innovair Flex low-flow non-relay duct-detector housing. Order NP-10OR separately. DNRW: Innovair Flex low-flow non-relay duct-detector housing, with-NEMA-4 rating. Watertight.(Order NP-10OR separately.) NMM-100: Addressable Monitor Module for one zone of nor- mally-open dry-contact initiating devices. Mounts in standard 4.0"(10.16 cm.)box.Includes plastic cover plate and end-of-line resistor.Module-may be configured for either a Style B(Class B) or Style D(Class A) IDC. NDM-100: Dual Monitor Module. Same as NMM-100 except it provides two Style B(Class B)only IDCs. NMM-100113: Miniature version of NMM-100. Excludes LED and Style D option.Connects with wire pigtails.May mount in device backbox. NZM-100: Similar to NMM-100, but may monitor up to 20 con- ventional two-wire detectors. Requires resettable 24 VDC power.Consult factory for compatible smoke detectors. NC-100: Addressable Control Module for one Style Y/Z (Class B/A) zone of supervised polarized Notification Appliances. Mounts directly to a 4.0" (10.16 cm.) electrical box. Notification DN-60602-Al•12/07/2010—Page 3 of 6 FireWarden-100-2 Rev 3 f-------r-------------------------- Fire Alarm Control/ ANN-BUS Communicator or ANN-BUS DEVICES EIA-485 N-ANN-80,N-ANN-LED, in ACS mode # N-ANN-S/PG,N-ANN-1/O ( ) I two wires ®a© � � SMOKE DETECTORS_ Paa�� NP-100,NP-100T, 24 VDC NI-100,NP-A100 Optional f------• REVERSE POLARITY/ HEAT DETECTORS CITY BOX NH 7100,NH-100R,NH-100H OUTPUT ANNUNCIATORS (M ACS/ACM,LW 8 FORM-C,5-AMP RELAYS DUCT DETECTORS NOTE:System can use (optional,order ACM-8R) ND-100,ND-100R,DNR either ANN-BUS devices OR ACS-mode annunciators. They cannot be used simultaneously. NACs(Notification Appliance Circuits) n ' BELLS,SIGNALS,STROBES MONITORICONTROL NMM-100,NZM-100, NDM-100,N100-ISO, ' EIA-232 NC-100,NC-10OR INTERFACE (PIM-24)built into the motherboard 11111 ®a ° o8° ADDR ABLE MULTI-MODULE PRINTER NZM-100-6,NMM-100-10 NOTE:System can use either the printer OR the FDU-80. They cannot be used simultaneously. EIA-485 24 VDC INTERFACE (four wires) MINI-MONITOR NMM-100P .. � FDU-80 Up to 6,000 ft.(1825.8 m) I 0=10JI I between each FDU-80 in • the EIA-485 loop,and between PULL STATION g each FDU-80 and the FACP. NOT-BG12LX Page 4 of 6—DN-60602 Al•12/07/2010 DN-60602:A1•12/07/2010—Page 5 of 6 SYSTEM SPECIFICATIONS System Capacity (42.29 cm.)wide x 5.20" (13.34 cm.) deep.Trim Ring(TR-CE- • Intelligent Signalling Line Circuits.........................................1 B):22 00"(55.88 cm.)high x 19.65"(49.91 cm)wide. • Addressable device capacity............................................198 Shipping Specifications • Programmable software zones...........................................99 • ACS Annunciators..............................................................32 Weight: 26.9 lbs. (12.20 kg.) Dimensions: 20.00" (50.80 cm.) high x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • ANN-bus devices................................................................16 Electrical Specifications Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 — AC Power: FireWarden-100-2 Rev 3: 120 VAC, 60 Hz, 3.0 49°C/32—120°F and at a relative humidity 93%t 2%RH(non- amps. FireWarden-100-2 Rev 3(E):240 VAC,5 0 Hz, 1.5 amps. condensing) at 32°C t 2°C (90°F t 3°F). However, the useful Wire size:minimum 14 AWG(2.00 mm2)with 600 V insulation. life of the system's standby batteries and the electronic compo- Battery charger capacity:7 AH-18 AH batteries.Up to two 18 nents may be adversely affected by extreme temperature ranges Ah batteries can be housed in the FACP cabinet. Larger batter- and humidity. Therefore,it is recommended that this system and ies require an external battery charger such as the CHG-75 or its peripherals be installed in an environment with a normal room CHG-120,and a separate battery cabinet such as the BB-26 or temperature of 15—271C/60—80°F. NFS-LBB. Communication Loop:Supervised and power-limited. NFPA Standards Notification Appliance Circuits: Each terminal block provides The FireWarden-100-2 Rev 3 complies with the following NFPA connections for two Style Y(Class B) for a total of four Style Y 72 Fire Alarm Systems requirements: (Class B)or with an optional ZNAC-92 module converts to four —LOCAL (Automatic, Manual, Waterflow and Sprinkler Style Z(Class A) NACs. Maximum signaling current per circuit: Supervisory) 2.5 amps. End-of-Line Resistor:4.7K ohm, 1/2 watt(P/N 71252 UL listed)for Style Y(Class B) NAC. Refer to panel documenta- —AUXILIARY (Automatic, Manual and Waterflow) (requires tion and Notifier Device Compatibility Document for listed com- 4XTM). patible devices. —REMOTE STATION (Automatic, Manual, Waterflow and Two Programmable Relays and One Fixed Trouble Relay: Sprinkler Supervisory)(Where a DACT is not accepted,the Contact rating:2.0 amps @ 30 VDC(resistive), 0.5 amps @ 30 alarm,trouble and supervisory relays may be connected to VAC(resistive).Form-C relays. UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble,4XTM is required.) Special Application Non-resettable Power (24 VDC Nome- _PROPRIETARY(Automatic, Manual, Waterflow and Sprin- nal):Jumper selectable(JP4)for conversion to resettable power kler Supervisory). output. Up to 1.0 amp total DC current available from each out- put. Power-limited. —CENTRAL STATION (Automatic, Manual, Waterflow, and Special Application Resettable Power (24 VDC nominal): Sprinkler Supervisory). Jumper selectable(JP6)for conversion to non-resettable power. —OT,PSDN(Other Technologies,Packet-switched Data Net- Up to 1.0 amp total DC current available. Refer to the Notifier work) Device Compatibility Document for listed compatible devices. Remote Sync Output: Remote power supply synchronization Agency Listings and Approvals output. Nominal special application power: 24 VDC. Maximum The listings and approvals below apply to the basic FireWarden- current:300 mA. End-of-Line Resistor:4.7K ohm.Output linked 100-2 Rev 3 control panel. In some cases,certain modules may to NAC 1 control.Supervised and power-limited. not be listed by certain approval agencies, or listing may be in Telephone Interface: Unless used with Teldat VISORALARM, process.Consult factory for latest listing status. requires dedicated business telephone number with a minimum • UL Listed:S635 of 5 volts DC (off-hook voltage). Obtain dedicated phone line . FM approved directly from your local phone company. Do not use shared phone lines or PBX(digital)type phone line extensions. • CSFM:7165-0028 0235 • MEA: 120-06-E,Volume 2 Cabinet Specifications For ULC-listed version,see DN-60600. Door: 19.26"(48.92 cm.)high x 16.82"(42.73 cm.)wide x 0.12" (.30 cm.) deep. Backbox: 19.00" (48.26 cm.) high x 16.65" NOTIFIERO is a registered trademark of Honeywell International Inc. Wheelock@)is a registered trademark of and Excedeffm is a trademark of Cooper Notification. @2010 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. I�o �oo� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENRINTBING a MANIIFACTIfAINB All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S A For more information,contact Notifier.Phone (203)484-7161,FAX:(203)484-7118. www notifier.com Page 6 of 6—DN-60602-Al•12/07/2010 DN-6820:13•D-123 FD 8® NOTIFIER 80 Character Liquid Crystal Display by Honeywell �k+S�n`R4. - -fH^ .- - - - - _ - `-'rk'-rah% _ '„ __ -� _ � _ _ • i - i General The FDU-80 is a compact,cost-effective, 80-character, backlit LCD remote Fire Annunciator for use with the NOTIFIER Fire- Warden-100-2, NFS2-640, and NFS-320 Fire Alarm Control Panels(FACPs).The FDU-80 mimics the display of the control " '"'FRE6 UNCIA panel and displays complete system point status information. Up to 32 FDU-80s may be connected onto the EIA-485 termi- nal erms nal port of each FACP.The FDU-80 requires no programming, which saves time during system commissioning. Featuress,� • 80-character Liquid Crystal Display. _ _ • Mimics all display information from the host panel. y` • Control switches for System Acknowledge, Signal Silence, Drill and Reset with enable key. 6620fdu67pg • System status LEDs for Power,Alarm,Trouble,Supervisory and Alarm Silenced. • No programming necessary—FDU-80 connects to the ter- minalOrdering Information porton the FACP. FDU-80:80 character,backlit, LCD Fire Annunciator with con- • Displays device type identifiers,individual point alarm,trou- trol switches for remote control of system functions, and key- ble or supervisory,zone and custom alpha labels. switch lock. • Time-and-date display field. FDU-80C: ULC-listed version;see DN-60573 for details. • Aesthetically pleasing design. 10103:Three-gang electrical box, minimum 2.188"(5.556 cm) • May be powered from the host FACP or by remote power deep,for semi-flush mount applications. supply(requires 24 VDC). SBB-3- Three-gang surface backbox for surface-mount appli- • Up to 32 FDU-80 annunciators per FACP. cations. • Plug-in terminal blocks for ease of installation and service. • Can be remotely located up to 6,000 feet (1828.8 m) from Agency Listings And Approvals the FACP. These listings and approvals apply to the modules specified in • Local piezo sounder with alarm and trouble resound. this document.In some cases,certain modules or applications • Semi-flush mounts to 2.188" (5.556 cm) minimum deep, may not be listed by certain approval agencies, or listing may three-gang electrical box (NOTIFIER PN 10103) or three- be in process.Consult factory for latest listing status. gangable electrical switchbox. • UL Listed:S635 • Surface-mounts to NOTIFIER PN SBB-3 surface backbox. • MEA Listed:245-00-E • FDNY:COA#6038 Operation • CSFM:7120-0028:209 The FDU-80 annunciator provides the FACP with point annun- • FM Approved ciation with full display text on an 80-character LCD display. NOTE.For ULC-fisted version,see DN-60573. The FDU-80 also provides an array of LEDs to indicate system status,and includes control switches for remote control of criti- cal system functions. The FDU-80 provides the FACP with up to 32 remote serially connected annunciators. All field-wiring terminations on the FDU-80 use removable, compression-type terminal blocks for ease of wiring and circuit testing. Communication between the FACP and the annunciators is accomplished over an EIA-485 serial interface, which greatly reduces wire and installation cost over traditional systems. Installation The FDU-80 can be semi-flush mounted to a 2.188" (5.556 cm) minimum deep, three-gang electrical box or three-gang- able electrical switchboxes. Alternately, an SBB-3 surface backbox is available for surface-mount applications. DN-6820 B•05/17/2010—Page 1 of 2 NOTIFIERO is a registered trademark of Honeywell International Inc ©2010 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'S® 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. MIRINEMING i MMUMMRINB All specifications are subject to change without notice. QUALITY SYSTEMS Made inthe US A For more information,contact Notifier.Phone,(203)484-7161,FAX-(203)484-7118. www notifier.com Page 2 of 2—DN-6820:B•05/17/2010 DN-6995 D•Al-320 NP-100(A) series NOTIFIER 8 Addressable Photoelectric Detectors by Honeywell General The NP-100(A), NP-100T(A) and NP-100R(A) addressable, L low-profile plug-in photoelectric detectors use a state-of-the-art photoelectric sensing chamber with communications to provide open area protection and are used exclusively with NOTIFIER's _ - FireWarden Series (FireWarden-100-2 and FireWarden-50) and Spartan (NSP-25)Addressable Fire Alarm Control Panels (FACPs) The NP-100T(A)adds thermal sensors that will alarm O Z at a fixed temperature of 135°F (57°C). Since these detectors w are addressable, they will help emergency personnel quickly 9 m' locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage.Two LEDs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional NP-100(A) in B210LP(A) Base accessory, PN RA100Z(A). The NP-100R(A) is a remote test capable detector for use with DNR(A)/DNRW duct smoke detec- tor housings. OPTIONS Features • Remote LED output connection,PN RA100Z(A). SLC LOOP Applications • Two-wire loop connection. • Unit uses base for wiring. Use photoelectric detectors in life-safety applications to provide a broad range of fire-sensing capability, especially where smol- ADDRESSING dering fires are anticipated. Ionization detectors are often better • Addressable by device. than photoelectric detectors at sensing fast,flaming fires. • Rotary, decimal addressing, 01 —99 with FireWarden-100-2 and NSP-25,and 01 —50 with FireWarden-50. Construction ARCHITECTURE These detectors are constructed of off-white fire resistant plas- tic. NP-100(A) series plug-in, low-profile smoke detectors are • Unique single-source, dual-chamber design to respond designed to commercial standards and offer an attractive quickly and dependably to a broad range of fires. appearance. • Sleek,low-profile design. • Integral communications and built-in type identification. Installation • Built-in tamper-resistant feature. NP-100(A) series plug-in detectors use a detachable mounting • Removable cover and insect-resistant screen for simple field base to simplify installation,service and maintenance. cleaning. Mount base(all base types)on an electrical backbox which is at OPERATION least 1.5" (3.81 cm) deep. For a chart of compatible function boxes,see DN-60054. • Withstands air velocities up to 4,000 feet-per-minute (20 m/ sec.)without triggering a false alarm. NOTE;Because of the inherent supervision provided by the SLC • Factory preset at 1.5% nominal sensitivity for panel alarm loop, end-of-line resistors are not required. Wiring `T-taps" or threshold revel. branches are permitted for Style 4(Class B) wiring. NP-100R(A) mounts in a DNR(A)/DNRW duct detector housing. • Visible LED"blinks"when the unit is addressed(communicat- ing with the fire panel)and latches on in alarm. Operation MECHANICALS Each NP-100(A) series detector uses one of 99 possible • Sealed against back pressure. addresses on the FireWarden-100-2 and NSP-25, or one of 50 • Direct surface mounting or electrical box mounting. possible addresses on the FireWarden-50 Signaling Line Circuit Mounts to.single-gang box,3.5"(8.89 cm)or 4.0"(10.16 cm) (SLC). It responds to regular polls from the system and reports • its type and status. octagonal box,or 4.0"(10.16 cm)square electrical box(using a plaster ring—included). The addressable photoelectric sensor in the NP-100(A) series has a unique unipolar chamber that responds quickly and uni- OTHER SYSTEM FEATURES formly to a broad range of smoke conditions. It can withstand • Fully coated circuit boards and superior RF/transient protec- wind gusts up to 4,000 feet-per-minute (20 m/sec.) without tion. sending an alarm level signal. Because of its unipolar chamber, • 94-VO plastic flammability rating. the NP-100(A) series is approximately two times more respon- sive than most photoelectric sensors.This makes it a more sta- • Low standby current. ble detector. DN-6995.D•2/11/2015—Page 1 of 2 Detector Sensitivity Test INTELLIGENT BASES Each detector can have its sensitivity tested(required per NFPA NOTE:A"suffix indicates ULC Listed model. 72, Chapter 14 on Inspection, Testing and Maintenance) when NOTE.For details about intelligent bases and their mounting,see installed/connected to a FireWarden-100-2 or FireWarden-50 DN-60054. addressable fire alarm control panel.The results of the sensitiv- B210LP(A): Plug-in detector base (included); standard U.S ity test can be printed off the FireWarden-100-2 or FireWarden- flanged low-profile mounting base. 50 for record keeping. B210LPBP: Bulk pack of B21OLP;package contains 10. Specification B501(A):Standard European flangeless mounting base. Voltage range:15—32 VDC(peak). B501 BP:Bulk pack of B501;package contains 10. Standby current:300 pA @ 24 VDC. B200SR(A): Intelligent sounder base capable of producing sound output with ANSI Temporal 3 or continuous tone. LED current:6.5 mA @ 24 VDC(latched"ON"). Replaces B501 BH series bases in retrofit applications. Air velocity:4,000 ft./min.(20 m/sec.)maximum. B224RB(A): Plug-in System Sensor relay base. Screw termi- Size:2.1"(5.33 cm)high;base determines diameter. nals:up to 14 AWG (2.0 mm2). Relay type- Form-C. Rating:2.0 —B210LP(A):6.1"(15.5 cm)diameter. A @ 30 VDC resistive;0.3 A @ 110 VDC inductive; 1.0 A @ 30 —B501(A):4.1"(10.4 cm)diameter. VDC inductive. —B200SR(A):6.875"(17.46 cm)diameter. B224B1(A): Plug-in System Sensor isolator detector base. —B224RB(A):6.2"(15.748 cm)diameter. Maximum 25 devices between isolator bases(see DN-6994). Weight:3.6 oz.(102 g). ACCESSORIES Operating temperature range: for NP-100(A): 0°C to 49°C F110: Retrofit flange to convert B21OLP(A) to match the (32°F to 1200F); for NP-100T(A):0°C to 38°C (32°F to 100°F). B710LP(A)profile,or to convert older high-profile bases to low- NP-100R(A):Installed In a DNR(A)/DNRW-20°C to 70°C (-4°F profile. to 158°F). F110BP:Bulk pack of Ft 10;package contains 15. Temperature:0°C—49°C(32°F—120°F). F210:Replacement flange for B210LP(A)base. Relative humidity: 10%—93%,non-condensing. RA100Z(A):Remote LED annunciator.3—32 VDC.Mounts to a U.S. single-gang electrical box. For use with B501(A) and Listings B21OLP(A)bases only. Listings and approvals below apply to the NP-100(A), NP- SMB600:Surface mounting kit 100T(A), and NP-100R(A) detectors. In some cases, certain M02-04-00:Test magnet. modules may not be listed by certain approval agencies, or list- M02-09-00:Test magnet with telescoping handle. ing may be in process.Consult factory for latest listing status. XR2B: Detector removal tool.Allows installation and/or removal • UL Listed.S1115. of detector heads from bases in high ceiling applications. • ULC Listed:S1115. XP-4:Extension pole for XR213.Comes in three 5-foot(1.524 m) • CSFM:7272-0028:0231. sections. • MEA.243-02-E Vol.2. T55-127-010:Detector removal tool without pole. • Maryland State Fire Marshal:permit 2173. BCK-20OB: Black detector covers for use with NP-100(A)only; • FM approved. box of 10. Product Line Information WCK-20OB:White detector covers for use with NP-100(A)only; box of 10. NOTE:"A"suffix indicates ULC Listed model. NP-100: Addressable photoelectric detector; B21OLP base included. NP-10OA: Sames as NP-100 with ULC Listing; 821OLPA base Included. NP-100T: Same as NP-100 but with thermal element; B21 OLP base included. NP-100TA:Same as NP-100T with ULC Listing; B21OLPA base included. NP-10OR: Remote test capable addressable photoelectric detector for use with a DNRA/DNRW duct detector housing; B21OLP base included. NP-100RA: Same as NP-10OR with ULC Listing for use with a NOTIFIER@ and FireWarden@ are registered trademarks of Honeywell DNRA duct detector housing;B210LPA base included. International Inc @2015 by Honeywell International Inc All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9O®1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. INCIRMING&MANUFACTIIIUNC All specifications are subject to change without notice. QUALITY SYSTEMS For more information,contact Notifier.Phone,(203)484-7161,FAX,(203)484-7118. www.notifier.com Page 2 of 2—DN-6995•D•2/11/2015 DN-6997:D•At-320 HH.100(A) Series NOTIFIER a Intelligent Addressable Thermal (a Detectors for FireWarden Series by Honeywell AddressabIl General ,11!111111000"07 77 Y,R The NOTIFIER NH-100(A) Series thermal detectors are addressable sensors that use a state-of-the-art thermistor 'errrI sensing circuit for fast response.These sensors provide open- :(pq area protection and are intended for use with FireWarden ,k= £ Series (FireWarden-100-2 and FireWarden-50) and SpartanY= _'_ (NSP-25)addressable Fire Alarm Control Panels(FACPs). The NH-100(A) and NH-100R(A) sensors provide fixed tem- y n 4 •1, �`. perature alarm detection at 135°F (570C). The NH-100R(A) sensor also responds to rate-of-rise conditions of greater than _ 15°F(8.3°C)per minute.The NH-100H(A)is a fixed high-tem- ` perature detector that activates at 190°F (880C). These ther- mal detectors provide addressable property protection in a a variety of applications. NH-100(A) in 6210LP(A) Base Two LEDs on each sensor light to provide a local,visible sen- sor indication.Remote LED annunciator capability is available using an optional accessory,the RA100Z. • Low standby current. • 94-5V plastic flammability rating. Features Options: SLC loop: • Remote LED output connection to optional RA100Z remote • Two-wire SLC loop connection. LED annunciator. • Unit uses base for wiring. • Flanged surface mounting kit. Addressing: Installation • Addressable by device. NH-100(A) Series plug-in intelligent thermal detectors use a • Rotary, decimal addressing: 01 —99 with FireWarden-100- detachable base to simplify installation, service and mainte- 2,NSP-25,01 —50 with FireWarden-50. nance. Installation instructions are shipped with each detector. Architecture: Mount base(all base types)on an electrical backbox which is • Sleek,low-profile,stylish design. at least 1.5"(3.81 cm)deep.For a chart of compatible junction • State-of-the-art thermistor technology for fast response. boxes,see DN-60054. • Integral communications and built-in device-type identifica- NOTE.Because of the inherent supervision provided by the SLC tion. loop, end-of-line resistors are-not required. Wiring `T--taps" or • Built-in tamper resistant feature. branches are permitted for Style 4(Class`B')wiring only. • Built-in functional test switch activated by external magnet. Applications Operation: Factory preset at 135°F(57°C)for the NH-100(A) and NH- 1 H- Use thermal detectors for protection of property. • 100R(A); 190°F(88°C)for the NH-10oH(A). Construction • Rate-of-rise triggers at 15°F(8.3°C)per minute for the NH- 100R(A). These detectors are constructed of off-white fire-resistant • 360°-field viewing angle of the visual alarm indicators (two plastic. The NH-100(A) Series plug-in intelligent thermal bicolor LEDs). LEDs blink red in Normal condition and turn detectors are designed to commercial standards and offer an on steady red in Alarm. attractive appearance. • Visible LEDs"blink'every time the unit is addressed. Operation Mechanicals: • Sealed against back pressure. Each NH-100(A)Series detector uses one of 99(FireWarden- 100-2, NSP-25)or 50(FireWarden-50) possible addresses on • SEMS screws for wiring of the separate base. a control panel SLC loop. It responds to regular polls from the • Designed for direct-surface or electrical-box mounting. control panel and reports its type and the status.If it receives a • Plugs into separate base for ease of installation and main- test command from the panel(or a local magnet test),it stimu- tenance. lates its electronics and reports an alarm. It blinks its LEDs • Separate base allows interchange of photoelectric, ioniza- when polled and turns the LEDs on when commanded by the tion and thermal sensors. panel.The NH-100(A)Series offers features and performance Other system features: that represent the latest in thermal detector technology. • Remote test feature from the panel. • Walk test with address display. DN-69970.5/17/13—Page 1 of 2 Spefications INTELLIGENT BASES Size:2.1"(5.3 cm)high;base determines diameter. NOTE:A"suffix indicates ULC Listed model. —B210LP(A):6.1"(15.5 cm)diameter. NOTE:For details about intelligent bases and their mounting,see DN-60054. —B501(A):4.1"(10.4 cm)diameter. B210LP(A): Plug-in detector base (included); standard U.S. —B200SR(A):6.875"(17.46 cm)diameter. flanged low-profile mounting base. —B224RB(A):6.2"(15.748 cm)diameter. B21OLPBP:Bulk pack of B210LP;package contains 10. Shipping weight:4.8 oz.(137 g). B501(A):Standard European flangeless mounting base. Installation temperature: B501BP: Bulk pack of B501;package contains 10. —NH-100(A),NH-100R(A):—4°F to 100°F(-200C to 380C). —NH-100H(A):—4°F to 150°F(-20°C to 66°C). .B200SR(A): Intelligent sounder base capable of producing sound output with ANSI Temporal 3 or continuous tone. Humidity range: 10% to 93% relative humidity (noncon- Replaces B501 BH series bases in retrofit applications. densing).. B224RB(A): Plug-in System Sensor relay base. Screw termi- Voltage range: 15 to 32 VDC peak. nals:up to 14 AWG(2.0 mm2).Relay type:Form-C.Rating:2.0 Standby current: 300 pA @ 24 VDC (one communication A @ 30 VDC resistive; 0.3 A @ 110 VDC inductive; 1.0 A Q every five seconds with LED blink enabled). 30 VDC inductive. LED current:6.5 mA Q 24 VDC. B224BI(A): Plug-in System Sensor isolator detector base. Mounting: B210LP(A) flanged base, included. See "Product Maximum 25 devices between isolator bases(see DN-6994). Line Information: Intelligent Bases"if using a different base. ACCESSORIES Fixed-temperature setpoint: 135°F (57°C) for the NH-100 F110: Retrofit flange to convert B210LP-(A) to match the and NH-100R(A)(A); 190°F(88°C)for the NH-100H(A). B710LP(A) profile, or to convert older high-profile bases-to Rate-of-rise detection:responds to greater than 15°F(8.3°C) low-profile. per minute. F110BP:Bulk pack of F110;package contains 15. F210: Replacement flange for B210LP(A)base. Listings and Approvals RA100Z(A): Remote LED annunciator.3—32 VDC.Mounts to Listings and approvals below apply to the NH-100(A) Series a U.S. single-gang electrical box. For use with B501(A) and detectors. In some cases, certain modules may not be listed B210LP(A)-bases only. by certain approval agencies, or listing may be in process. SMB600:,Surface mounting kit Consult factory for latest listing status. M02-04.00:Test magnet. • UL Listed:S747. • ULC Listed:S747. M02-09-00:Test magnet with telescoping handle. • CSFM:7270-0028:0234. XR2B: Detector removal tool. Allows installation and/or • MEA:387-02-E Vol.II. removal of detector heads from bases in high ceiling applica- • FM approved. tions. XP-4: Extension pole for XR26. Comes in three 5 foot (1.524 Product Line Information m)sections. NOTE:"A"suffix indicates ULC Listed model. T55-127-010:Detector removal tool without pole. NH-100: Intelligent thermal sensor; 135° F (57° C); B21OLP base included. NH-10OA: Same as NH-100 but with ULC Listing; B21OLPA base included. NH-10OR: Same as NH-100 with rate-of-rise feature; B21 OLP base included. NH-100RA:Same as NH-10OR but with ULC Listing;B21 OLPA base included. NH-10OH: Intelligent fixed high-temperature thermal detector; 190°F(88°C);B21 OLP base included. NH-100HA:Same as NH-100H but with ULC Listing;B21 OLPA base included. NOTIFIERO and FireWarden0 are registered trademarks of Honeywell International Inc. . ©2013 All rights reserved Unauthorized use of this document is strictly prohibited 1S0 �oo� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. NIIeINEMINE 8 MANUFABTUUINB All specifications are subject to change without notice. - QUALITY SYSTEMS Made in the U.S.A. For more information,contact Notifier.Phone-(203)484-7161,FAX,(203)464-7118. www.nbtifier.com Page 2 of 2—DN-69970•5/17/13 DN-6726:D•H-240 NBG42LX NOTIFIER Addressable Manual Pull Station by Honeywell General The Notifier NBG-12LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that includes an addressable interface for any Notifier intelligent control panel except FireWarden series panels, and the NSP- 25 panel. Because the NBG-12LX is addressable, the control panel can display the exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features • Maintenance personnel can open station for inspection and address setting without causing an alarm condition. • Built-in bicolor LED, which is visible through the handle of the station,flashes in normal operation and latches steady - red when in alarm. • Handle latches in down position and the word"ACTIVATED" appears to clearly indicate the station has been operated. • Captive screw terminals wire-ready for easy connection to SLC loop(accepts up to 12 AWG/3.25 mm2 wire). The NBG-12LX • Can be surface mounted (with SB-10 or SB-1/0) or semi- Addressable Manual Pull Station flush mounted. Semi4lush mount to a standard single- gang,double-gang,or 4"(10.16 cm)square electrical box. Installation • Smooth dual-action design. The NBG-12LX will mount semi-flush into a single-gang, dou- • Meets ADAAG controls and operating mechanisms guide- ble-gang, or standard 4" (10.16 cm) square electrical outlet lines (Section 4.1.3[13]); meets ADA requirement for 5 Ib. box, or will surface mount to the model SB-10 or SB-1/0 sur- maximum activation force. face backbox. If the NBG-12LX is being semi-flush mounted, • Highly visible. then the optional trim ring (BG12TR) may be used. The BG12TR is usually needed for semi-flush mounting with 4" • Attractive shape and textured finish. (10.16 cm)or double-gang boxes(not with single-gang boxes). • Key reset. • Includes Braille text on station handle. Operation • Optional trim ring(BG12TR). Pushing in,then pulling down on the handle causes it to latch • Meets UL 38, Standard for Manually Actuated Signaling in the down/activated position. Once latched,the word"ACTI- Boxes. VATED" (in bright yellow) appears at the top of the handle, • Up to 99 NBG-12LX stations per loop on CLIP protocol while a portion of the handle protrudes from the bottom of the loops. station.To reset the station,simply unlock the station with the e Up to 159 NBG-12LX stations per loop on FlashScanO pro- key and pull the door open.This action resets the handle;clos- tocol loops. ing the door automatically resets the switch. • Dual-color LED blinks green to indicate normal on Each manual station, on command from the control panel, FlashScanO systems. sends data to the panel representing the state of the manual switch.Two rotary decimal switches allow address settings Construction (1 —159 on FlashScan®systems, 1 —99 on CLIP systems). Shell, door, and handle are molded of durable polycarbonate Architectural/Engineering material with a textured finish. Specifications Specifications Manual Fire Alarm Stations shall be non-coded, with a key- operated reset lock in order that they may be tested, and so • Shipping Weight:9.6 oz.(272.15 g) designed that after actual Emergency Operation, they cannot • Normal operating voltage:24 VDC. be restored to normal except by use of a key.An operated sta- • Maximum SLC loop voltage:28.0 VDC. tion shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of • Maximum SLC standby current:375 pA. red-colored polycarbonate material with clearly visible operat- • Maximum SLC alarm current:5 mA. ing instructions provided on the cover. The word FIRE shall • Temperature Range:32°F to 120°F(0°C to 49°C) appear on the front of the stations in white letters, 1.00 inches • Relative Humidity: 10%to 93%(noncondensing) (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-1/0;or semi-flush • For use indoors in a dry location mounting on a standard single-gang, double-gang, or DN-6726•D•4/13/2012—Page 1 of 2 4"(10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed Manual stations shall connect with two wires to one of the con- trol panel SLC loops. The manual station shall, on command from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. The loop poll LED shall be clearly visible through the front of the station.The LED shall flash while In the normal condition, and stay steadily illuminated when In alarm. Product Line Information NBG-12LX: Dual-action addressable pull station. Includes key locking feature. (Listed for Canadian and non-Canadian appli- cations.) NBG-12LXSP:Spanish/English labelled version. NBG-12LXP: Portuguese labelled version. SB-10:Surface backbox;metal. SB-1/0:Surface backbox;plastic. BG12TR:Optional trim ring. 17021:Keys,set of two. NY-Plate:New York City trim plate Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • UL/ULC Listed: S692 (listed for Canadian and non-Cana- dian applications). • MEA:67-02-E. • CSFM:7150-0028:0199. • FDNY:COA#6085(NFS2-640),COA#6098(NFS2-3030). • BSMI:C1313066760047. • U.S.Coast Guard. • Lloyd's Register. • FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. NOTIFIERO and FlashScanO are registered trademarks of Honeywell International Inc 02012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited 1S0 9001 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENRINEEMNR S MANUfACCTURIN6 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Notifier.Phone:(203)484-7161,FAX-(203)484-7118. www.notifier.com Page 2 of 2—DN-6726•D•4/13/2012 DNR(A)/DNRW InnovairFlex s _ Intelligent Non-Relay Photoelectric Duct Smoke Detector General 4 The Honeywell InnovairFlex® DNR(A) intelligent non-relay photoelectric duct smoke detector and DNRW watertight non- relay photoelectric duct smoke detector feature a pivoting -° Tis housing that fits both square and rectangular footprints capa- ble of mounting to a round or rectangular duct. t= s k 4c• U DNRW duct smoke detector, with its NEMA-4 rating, is listed as a watertight, UV resistant enclosure providing protection € against falling dirt, rain, and windblown dust, splashing and ,.. hose directed water, allowing operators to use the detector in the most extreme environments. Weight: 1.6 Ib(0.73 kg). These units sense smoke in the most challenging conditions, Operating Temperature Range: -4°F to 158°F (-20°C to operating in airflow speeds of 100 to 4,000 feet per minute(0.5 70°C) to 20.32 m/s),temperatures of-4°F to 158°F(-20°C to 70°C), Storage Temperature Range: -22°F to 158°F (-30°C to and a humidity range of 0 to 95 percent(non-condensing.) 70oC) An improved cover design isolates the sensor head, which Operating Humidity Range: 0% to 95% relative humidity allows for ease of maintenance. A cover tamper feature indi- (non-condensing). cates a trouble signal for a removed or improperly installed sensor cover.The Honeywell InnovairFlex housing provides a Air Duct Velocity: 100 to 4,000 ft/min(0.5 to 20.32 m/s). 3/4-inch conduit knockout and ample space to facilitate easy wiring and mounting of a relay module. Accessories The Honeywell InnovairFlex duct smoke detector can be cus- Honeywell provides system flexibility with a variety of accesso- tomized to meet local codes and specifications without addi- ries, including two remote test stations and different means of tional wiring.The new InnovairFlex product line is compatible visible and audible system annunciation. As with our duct with all previous Innovair models,including remote test acces- smoke detectors,all duct smoke detectors accessories are UL sories. listed. DNR(W)s with a date code of 0013 or higher do not require Features external 24VDC for remote test applications when used with a • Photoelectric,integrated low-flow technology. remote-test-capable detector. • Air velocity rating from 100 ft/min to 4,000 ft/min(0.5 m/s to ACCESSORY CURRENT LOADS AT 24 VDC 20.32 m/s). • Versatile mounting options: square or rectangular configu- Device Standby Alarm ration. • Broad ranges for operating temperature (-4°F to 158°F, - RA100Z OmA 12 mA Max 20°C to 70°C)and humidity(0%to 95%non-condensing). RTS151/ OmA 12mA Max • Patented sampling tube installs from front or back of the RTS151 KEY detector with no tools required. • Cover tamper signal. Agency Listings and Approvals • Increased wiring space with a newly added 3/4" conduit knockout. Consult product manual for lists of compatible UL-Listed Available space within housing to accommodate mounting devices. In some cases, certain modules may not be listed by • of a relay module. certain approval agencies, or listing may be in process. Con- sult factory for latest listing status. • Easily accessible code wheels on sensor head (sold sepa- . UL:S911,S3705,S470. rately) 35. • Clear cover for convenient visual inspection. • ULC:S3705,16 • Remote testing capability. CSFM: 3242-16553.3. 0209. • Requires com line power only. FM approved. • Accommodates the installation of an addressable relay product Line Information module,sold separately,for applications requiring a Form-C relay. NOTE:`A or"CDN"suffix indicates ULC listed model. DNR(A): Intelligent non-relay photoelectric low flow smoke Specifications detector housing. Order TC806DNR(CDN) detector sepa- Size: (Rectangle) 14.38 in (37 cm) Length, 5 in (12.7 cm) rately. Width,2.5 in(6.6 cm)Depth. DNRW: Watertight intelligent non-relay photoelectric low flow Size:(Square)7.75 in(19.7 cm)Length,9 in(22.9 cm)Width, duct smoke detector housing. Order TC806131076 detector 2.5 in(6.35 cm)Depth. separately NEMA-4. TC806DNR(CDN): Remote test capable addressable low-pro- ETX: Metal exhaust tube duct,width 1 ft(0.3 m). file photoelectric smoke detector. M02-04-00:Test magnet. TC806B1076(CDN): Addressable low-profile photoelectric P48-21-00•End cap for metal sampling tubes. smoke detector. DCOIL: Remote test coil. Required for older DNR(W) duct RA100Z(A): Remote annunciator alarm LED. detector housing. RTS151(A): Remote test station. DST1(A):Metal sampling tube duct width up to 1 ft(0.3m). RTS151 KEY(A): Remote test station with key lock. DST1.5(A): Metal sampling tube duct widths up to 1 ft to 2 ft Important Note (0.3 to 0.6 m) p DST3(A):Metal sampling tube duct widths up to 2 ft to 4 ft(0.6 • DNRW duct detector housings with a date code of 0013 or to 1.2 m). higher do not require a DCOIL or auxiliary 24 VDC for DST5(A):Metal sampling tube duct widths up to 4 ft to 8 ft(1.2 remote test applications when used with a remote test capable detector. to 2.4 m). DNRW duct detector housings with a date code of 0012 or DST10(A): Metal sampling tube duct widths up to 8 ft to 12 ft earlier require a DCOIL and auxiliary 24 VDC power for (2.4 to 3.7 m). remote test applications. D11-114000E-1:Weatherproof enclosure. This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements All specifications are subject to change without notice FlashScan® is a registered trademark of Honeywell International Inc. ©2012 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited Automation and Control Solutions eywe Honeywell International Inc. Honeywell Limited-Honeywell LImit6e ®� 1985 Douglas Drive North 35 Dynamic Drive Golden Valley, MN 55422 Scarborough,Ontario M1 4Z9 www.honeywell.com 74-4076-4 Rev 04-12 April 2012 A rk ©2012 Ho eywsterelIntenaTrdemtionalInc IS0 9001 Page 2 of 2 QOAhimuulS® 7446]G4 -� SYSTEMSENS Duct smoke . Detector Accessories .«F � _ F� i .; ,) Expand the versatility of the InnovairFlex m line of duct smoke detectors with System Sensor notification and test x accessories. Available Accessories Duct smoke detector accessories add functionality to the duct APA151 Piezo Annunciator smoke detection system by allowing quick,convenient inspections at eye level and effective audible and visible notification options All MHR Mini-Horn,Red System Sensor duct smoke detectors and accessories are UL listed MHW Mini-Horn,White The APA751 piezo annunciator,which replaces the APA451 with a RA100Z/RA100ZA Remote Annunciator new,improved look,provides an audible alarm signal,a red LED to RTS151 Remote Test Station indicate alarm status,and a green LED to indicate power status It is RTS151 KEY Remote Test Station with Key intended for use with System Sensor 4-wire conventional duct smoke detector applications without a system control panel,to comply with RTS2 Multi-Signaling Accessory NFPA 90A AOS Add-On Strobe The MHR and MHW SpectrAlert®Advance mini-horns feature RTS2-AOS Multi-Signaling Accessory temporal or continuous tones at high and low volume settings Their small footprint allows mounting to single-gang back boxes for applications where a small device is desired. The RA100Z and RA100ZA remote annunciators are designed for both conventional and intelligent applications Their red LED provides visual indication of an alarm condition The RTS151 and RTS151 KEY remote test stations are automatic fire detector accessories designed to test duct smoke detectors from a convenient location For 4-wire detectors,the RTS151 KEY test station features a multi-colored LED that alternates between steady green and red For 2-wire detectors,the LED illuminates red for alarm The RTS2 and RTS2-AOS multi-signaling accessories are designed to work with InnovairFlex 4-wire conventional duct smoke detectors.These accessories include a key switch that can be used to select one of two connected sensors to be tested,reset,or both Agency Listings by a push button switch They also enable sensitivity measurements using the SENS-RDR sensitivity reader(sold separately).The AOS uL C (Add-On Strobe)is an optional accessory included with the RTS2- AOS model LISTED APPROVED 7300-16530212 7300-1653 0211 52522 3034401 7135-1653 0196 9080301 Specifications, Duct Smoke Detector Accessories A-PA1,51 Piezo Annunciator RT$151 Remote Test Station Voltage Regulated 24 VDC Power Requirements Alarm LED:2 8 to 32 VDC, 12 mA max Operating Voltage 16 to 33 VDC Total Current 105 mA max Maximum Alarm Current 30 mA Test Switch 10 VA Q 32 VDC Temperature Range 0°C to 49°C(32oF to 120°F) Reset Switch 10 VA @ 32 VDC Relative Humidity 10 to 93%non-condensing Alarm Response Time 40 seconds max Wire Gauge 12 to 18 AWG Temperature Range —10°C to 60oC(14oF to 140°F) Dimensions 4 B-H x 2 9-W x.45"D Relative Humidity 95%non-condensing MHR/MHW SpectrAlertO Advance Mini-Horns Wire Gauge 14 to 18 AWG Voltage Regulated 12 DC or FWR(Full Wave Dimensions 4 8"H x 2.90"W x 1.4"D Rectified)or Regulated 24 VDC or FWR RTS1 51 KEY Remote Test Station with Key Sounder Current Draw 22 mA RMS max,at 8 to 17 5 Volts DC Power Requirements Power LED(Green) 14 to 35 VDC, 29 mA RMS max at 16 to 33 Volts DC 12 mA max Temperature Range 0°C to 49oC(32oF to 120°F) Alarm LED(Red) 2.8 to 32 VDC, Humidity Range 10 to 93%non-condensing 12 mA max Nominal Sounder 3 kHz Total Current-105 mA max Frequency Alarm Response Time 40 seconds max Wire Gauge 12 to 18 AWG Temperature Range —10°C to 60oC(14oF to 140°F) Dimensions 4 6-H x 2 9"W x 0 45"D Relative Humidity 95%non-condensing RA10OZ/RA10OZA Remote Annunciator Wire Gauge 14 to 18 AWG Voltage Range Conventional System.3 1 to 32 VDC Dimensions 4.6-H x 2 75"W x 1.8"D Intelligent System.18 to 32 VDC • Accessory Maximum Alarm Current 10 mA Voltage 20 to 29 VDC Dimensions 4 6"H x 2 8"W x 1.3"D Power Requirements Standby 3 0 mA max Trouble.16 0 mA max Alarm without strobe:30 mA max Alarm with strobe 55 mA max Sounder 85 dBA at ten feet Temperature Range —10°C to 60°C(14°F to 140°F) Relative Humidity 95%non-condensing Wire Gauge 14 to 22 AWG Dimensions 4 8-W x 5 3-H x 1 6'"D For the very latest product specifications and listing information, please visit the System Sensor Web site at www.systemsensor.com SE" RTS151 UL S4011 RTS151 KEY UL S2522 APA151 UL S4011 RTS2-AOS UL S2522 A.W1 . ti� RA10OZ UL S2522 MHW UL S4011 MHR UL S4011 AOS "STEM Prod Ohio Avenue St Charles,IL 60174 ©2013 System Sensor 1 FaX 630-377-6495 Product specifications subject to change without notice Visit systemsensorcom Phone.800-SENSOR2 CS SOR' for current product information.including the latest version of this data sheet SENSOR'{� www.systemsensor.com HVD520202.8/13 DN-6724:83 FCM-1 (A) & FILM-1 (A) NOTIFIER Series a Control and Relay Modules by H o n eywe I I Irttelfigent I Addressable Device General FCM-1(A)Control Module: The FCM-1(A)Addressable Con- trol Module provides Notifier intelligent fire alarm control pan- __ els a circuit for Notification Appliances (horns, strobes, W, speakers,etc.).Addressabdity allows the FCM-1(A)to be acti- vated, either manually or through panel programming, on a '-M 1 ` select(zone or area of coverage)basis. r + FRM-1(A)Relay Module: The FRM-1(A) Addressable Relay T IExt PWR,-1 Module provides the system with a dry-contact output for acti- r T,oEUMM-, vating a variety of auxiliary devices, such as fans, dampers, control equipment,etc.Addressabdity allows the dry contact to be activated, either manually or through panel programming, .o on a select basis. TI FlashScan®(U.S. Patent 5,539,389) is a communication pro- 1; Aar tocol developed by NOTIFIER Engineering that greatly enhances the speed of communication between analog intelli- ",4" 1 4��I gent devices. Intelligent devices communicate in a grouped fashion. If one of the devices within the group has new infor- :<< matron,the panel CPU stops the group poll and concentrates -- -on single points.The net effect is response speed greater than five times that of other designs. FCM-1(A) Features • Built-in type identification automatically identifies these • The FCM-1(A)is configured for a single Class B(Style Y)or devices to the control panel. Class A(Style Z)Notification Appliance Circuit. • Internal circuitry and relay powered directly by two-wire • The FRM-1(A) provides two Form-C dry contacts that SLC loop.The FCM-1(A)module requires power(for horns, switch together. strobes,etc.),or audio(for speakers). • Integral LED "blinks" green each time a communication is Operation received from the control panel and turns on in steady red Each FCM-1(A)or FRM-1(A)uses one of 159 possible module when activated. addresses on a SLC loop (99 on CLIP loops). It responds to • LED blink may be deselected globally(affects all devices). regular polls from the control panel and reports its type and • High noise immunity(EMF/RFI). status, including the open/normaVshort status of its Notifica- • The FCM-1(A) may be used to switch 24-volt NAC power, tion Appliance Circuit (NAC). The LED blinks with each poll audio(up to 70.7 Vrms). received. On command, it activates its internal relay. The FCM-1(A) supervises Class B (Style Y) or Class A (Style Z) • Wide viewing angle of LED. notification or control circuits. • SEMS screws with clamping plates for wiring ease. Upon code command from the panel, the FCM-1(A) will dis- • Direct-dial entry of address 01— 159 for FlashScan loops, connect the supervision and connect the external power sup- 01 —99 for CLIP mode loops. ply in the proper polarity across the load device. The • Speaker, and audible/visual applications may be wired for disconnection of the supervision provides a positive indication Class B or A(Style Y or Z). to the panel that the control relay actually turned ON. The external power supply is always relay isolated from the com- Applications munication loop so that a trouble condition on the external power supply will never interfere with the rest of the system. The FCM-1(A)is used to switch 24 VDC audible/visual power, Rotary switches set a unique address for each module. The high-level audio (speakers). The FRM-1(A) may be pro- address may be set before or after mounting. The built-in grammed to operate dry contacts for applications such as door TYPE CODE(not settable)will identify the module to the con- holders or Air Handling Unit shutdown, and to reset four-wire trol panel, so as to differentiate between a module and a sen- smoke detector power. sor address. NOTE:Refer to the SLC Manual(PN 51253)for details regarding releasing applications with the FCM-1(A) Refer to the FCM-I-REL Specifications for FCM-'I(A) datasheet(DN-60390)for new FlashScanO releasing applications Normal operating voltage: 15 to 32 VDC. Construction Maximum current draw: 6.5 mA(LED on). • The face plate is made of off-white heat-resistant plastic. Average operating current: 350 pA direct poll,375 pA group • Controls include two rotary switches for direct-dial entry of poll with LED flashing, 485 pA Max. (LED flashing, NAC address(01-159). shorted.) DN-6724.83.2/17/2011—Page 1 of 2 Maximum NAC Line Loss: 4 VDC. Contact Ratings for FRM-1(A) External supply voltage(between Terminals T10 and Current Maximum Load T11): Maximum (NAC): Regulated 24 VDC; Maximum Rating Voltage Description Application (Speakers):70.7 V RMS,50W. Drain on external supply: 1.7 mA maximum using 24 VDC 3 A 30 VDC Resistive Non-Coded supply;2.2 mA Maximum using 80 VRMS supply 2 A 30 VDC Resistive Coded Max NAC Current Ratings: For class B wiring system, the 9 A 110 VDC Resistive Non-Coded current rating is 3A; For class A wiring system,the current rat- ing is 2A. 9 A 125 VDC Resistive Non-Coded Temperature range: 32°F to 120°F(0°C to 490C). 5-A 30 VDC Inductive Coded Humidity range: 10%to 93%non-condensing. (L/R=Sms) Inductive Coded Dimensions: 4.5" (114.3 mm) high x 4" (101.6 mm) wide x 1 A 30 VDC (UR=2ms) 1.25" (31.75 mm) deep. Mounts to a 4" (101.6 mm) square x 2.125" 53.975 mm dee box. Inductive ( ) P 3 A 125 VAC (pF=0.35) Non-Coded Accessories: SMB500 Electrical Box;CB500 Barrier Inductive Specifications for FRMA(A) 1.5 A 25 VAC (PF=0.35) Non-Coded Normal operating voltage: 15 to 32 VDC. Inductive Maximum current draw: 6.5 mA(LED on). .7 A 70 7 VAC (PF=0.35) Non-Coded Average operating current: 230 pA direct poll;255 pA group poll. Inductive EOL resistance: not used. 2 A 25 VAC (PF=0.35) Non-Coded Temperature range: 32°F to 120°F(0°C to 49°C). NOTE:Maximum(Speakers) 70 7 V RMS,50 W Humidity range: 10%to 93%non-condensing. Dimensions: 4.5" (114.3 mm) high x 4" (101.6 mm) wide x Product Line Information 1.25" (31.75 mm) deep. Mounts to a 4" (101.6 mm) square x NOTE:A"suffix indicates ULC Listed model 2.125"(53.975 mm)deep box. FCM-1(A): Intelligent Addressable Control Module. Accessories: SMB500 Electrical Box;CB500 Barrier FRM-1(A): Intelligent Addressable Relay Module. Agency Listings and Approvals A2143-20: Capacitor, required for Class A(Style Z)operation In some cases, certain modules may not be listed by certain of speakers. approval agencies, or listing may be in process. Consult fac- SMB500: Optional Surface-Mount Backbox. tory for latest listing status. CB500: Control Module Barrier—required by UL for separat- • UL:S635 Ing power-limited and non-power limited wiring in the same • ULC:S3705(A version only) junction box as FCM-1(A). • FM Approved NOTE:For installation instructions,see the following documents: • CSFM:7300-0028:0219 • FCM-1(A)Installation document 156-1169. • MEA: 14-00-E • FRM-i(A)Installation document 156-3502. • FDNY:COA#6067,#6065 • Notifier SLC Wiring Manual,document 51253. Notlfler® and FlashScan® are registered trademarks of Honeywell International Inc ©2011 by Honeywell International Inc.All rights reserved Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENGINEERING&MIMIlOTURING All specifications are subject to change without notice. QUALITY SYSTEMS Made inthe US A For more information,contact Notifier.Phone-(203)484-7161,FAX-(203)484-7118 www.notifier.com Page 2 of 2—DN-6724•B3.2/17/2011 January 21, 1999 DN-3477•K-100 NOTIFIER' IVR Series FIRE SYSTEMS Contr®I Relays Section. Miscellaneous GENERAL MEA The Air Products&Controls MR Series Multivoltage Con- 73-92-E 73-92-E,Vol. III trol Relays offer SPDT or DPDT 10-amp contacts which ® (MR-1 01/C or CR, I (MR-201/C or CR, S3403 may be operated by one of four input control voltages. A MR-1 04/C or CR) MR-204/C or CR) single relay may be energized from a voltage source of 24 (MR-101/C or CR, California VDC,24 VAC, 115 VAC,or 230 VAC by wiring to appropri- MR-1 04/C or CR, State Fire ate input terminals. MR-201/C or CR, .. v Marshal Each relay contains a red light-emitting diode(LED)which MR-204/C or CR) SE 7300-1004:101 Indicates the relay coil is energized. Relays may be (MR-101/C, MR-104/C, "snapped apart" from a standard four-module assembly MR-201/C, MR-204/C) and used independently. These devices are ideal for applications where local con- tacts are required for system status, remote contacts for / control of electrical loads and general purpose switching. CS CS1733 18 18 They are suitable for use with HVAC, Temperature Con- (MR-104 and ; + trol,Fire Alarm,Security, Energy Management,and Light- � ^ `J MR-204 ing Control Systems. Series ONLY) The Air Products&Controls MR-199 Heavy Duty Power Relays are designed for control applications where 30 amp _ DPDT contacts are required. The 24 VDC and 120 VAC relays are mounted in a rugged steel enclosure. = .fw° •a , `+ MR SERIES FEATURES (Excluding MR-199 Series) VT 7 • Each relay position may be energized from one of four f IF. t> Input control voltages. _ • Each relay position contains a red LED which illuminates when the coil is energized. This provides a timesaving 1 3 convenience when checking an installed system,no me- tering is required. •- • Single, dual, or triple relay modules may be "snapped The MR-1011C apart"from a standard four-position master. • SPDT or DPDT relays available. • Available in dust-proof metal enclosures(with gray plastic cover on MR-101/C and MR-201/C) with LED viewing port. • Red enclosure available on some models. • Track mounting hardware to facilitate installation in stan- dard cabinets. C i. _' _­, • UL recognized relays rated at 10,000,000 mechanical i € ' _' ; >i°a. ' operations. ) _ E ,. E C) O `� The MR-1041C This document not intended to be used for installation purposes We try to keep our IS09001 product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are subject to change without notice For more information,contact NOTIFIER. Phone (203)484-7161 FAX*(203)484-7118 �J N O'1.1 FI E W 12 Clintonville Road,Northford,Connecticut 06472 ENGINEERING 81 MANUFACTURING DN-3477•01/21/99 — Page 1 of 2 PRODUCT SPECIFICATIONS FOR PRODUCT LINE INFORMATION MULTIVOLTAGE CONTROL RELAYS Model Description Power requirements: MR-101/T Single SPDT Relay with LED and track- MR-101 Position is rated at 0.015 amps(15 milliamps) mounting hardware(UL recognized). @ 24 VAC,24 VDC, 115 VAC,230 VAC. MR-101/C Single SPDT Relay with LED, mounted in MR-201 Position is rated at 0.035 amps(35 milliamps) metal backbox with plastic cover(UL listed). @ 24 VAC,24 VDC, 115 VAC,230 VAC. MR-101/CR Single SPDT Relay with LED, mounted in Relays: All relays are UL recognized components. NOTE. metal backbox with red plastic cover (UL Only models with enclosures("C"suffix)are UL listed as- listed). semblies,(excludes MR-199X-13C and MR-199X-14C). MR-104/T Four-Position SPDT Relay with LEDs and Enclosure: 18 gauge CRS,plated with 1/2"conduit knock- track-mounting hardware (UL recognized). outs (top and bottom). The MR-1011C and MR-2011C in- MR-1041C Four-Position SPDT Relay with LEDs, clude a metal backbox with durable plastic cover. mounted in metal enclosure(UL listed). Contact rating: 10.0 A @ 115 VAC resistive. MR-104/CR Four-Position SPDT Relay with LEDs, Ambient temperature: -50°C to+85°C(-50°F to+185°F) mounted in a metal backbox with a red Dimensions: cover(UL listed). MR-201/T Single DPDT Relay with LED and track- MR-1011T and MR-2011T are 3.0" (82 mm) H x 2.125" mounting hardware(UL recognized). (54 mm)W x 1.5"(38.1 mm)D. MR-201/C Single DPDT Relay with LED, mounted in MR-1041Tand MR-204/Tare 3.0"(82 mm)H x 8.5"(215 metal backbox with plastic cover(UL listed). mm)W x 1.5" (38.1 mm) D. MR-201/CR Single DPDT Relay with LED, mounted in MR-1011C and MR-2011C are 6.125" (130.2 mm) H x metal backbox with red plastic cover (UL 3.25" (82 mm)W x 2.5"(63.5 mm)D. listed). MR-1041C and MR-204/C are 6.125"(130.2 mm)H x 9.5 MR-204/T' Four-Position DPDT Relay with LEDs and (241.3 mm)W x 2.5"(63.5 mm) D. track-mounting hardware(UL recognized). PRODUCT'SPECIFICATIONS MR-204/C Four-Position DPDT Relay with LEDs, FOR HEAVY-DUTY POWER RELAYS mounted in a metal enclosure(UL listed). Contact arrangement: DPDT standard. MR-204/CR Four-Position DPDT Relay with LEDs, mounted in metal backbox with a red cover Contact rating: 30 Amps @ 240 VAC; 20 Amps @ 277 (UL listed). VAC;2 HP @ 250 VAC. MR-199X-13 Heavy-duty DPDT Relay only,24 VDC coil Coil power: MR-199X-13 is rated at 24 VDC @ 85 mA. input(UL recognized). MR-199X-14 is rated at 120 VAC @ 85 mA. MR-199X-13C Heavy-duty DPDT Relay, 24 VDC coil in- Temperature range: -30°C to +50°C (-22°F to +122°F), put,mounted in enclosure(UL recognized). For MR-199X-13: -55°C to+80°C(-67°F to+176°F). For MR-199X-14 Heavy-duty DPDT Relay only,120 VAC cod MR-199X-14: -55°C to+45°C(-67°F to+113°F). input(UL recognized). Dimensions: MR-199X-13 and MR-199X-14 is 3.13"(79.4 MR-199X-14C ,Heavy-duty DPDT Relay, 120 VAC coil in- mm)high x 2.5" (63.5 mm)wide x 2.31" (58.7 mm)deep. MR-199X-13C and MR-199X-14C is 5.31"(134.9 mm)high put,mounted in enclosure(UL recognized). x 3.38"(85.9 mm)wide x 3.13"(96.8 mm)deep. MR SERIES RELAYS COIL VOLTAGE CONTACTS MOUNTING LISTINGS RED MODEL UL,I COV NUMBER 24 24 120 230 SPDT DPDT DPDT Track Spacer Enclosure CSFM, ULC (Add ER " VDC VAC VAC VAC (10A) (10A) (30A) &MEA suffix.) MR-101rr X X X X 1 X MR-101/C X X X X 1 X X X MR-1 04/T X X X X 4 X X MR-11 04/C X X X X 4 X X X X MR-201/T X X X X 1 X MR-201/C X X X X 1 X X X MR-204/T X X X X 4 X X MR-204/C X X X X 4 X X X X MR-199X-13- X 1 X MR-199X-13C X 1 X MR-199X-14 X 1 MR-199X-14C X 1 X Page 2 of 2 — DN-3477•01/21/99 SYSTEM SENSOR �v CO1224T and • • • i C01224TR Carbon Monoxide Detectors F with RealTest° Technology The System Sensor CO1224T and CO1224TR(round) Carbon Monoxide(CO)Detectors use a highly accurate and reliable electrochemical sensing cell to provide early warning of dangerous CO levels. Features With RealTest®technology,the CO gas sensing cell used in • RealTest®enables a functional test using canned CO the C01224T and C01224TR CO detectors can be tested using a CO gas agent,fully meeting the requirements of NFPA 720 2009 • Full compliance with UL 2075 Simply put the detector into RealTest mode,spray a small amount • A code-required trouble relay of CO into the detector per the installation instructions,and within • Wiring supervision with SEMS terminals seconds the detector will alarm, indicating successful gas entry (See the reverse page or the user manual for complete instructions.) • A six-year end-of-life timer • 12/24 VDC When dangerous amounts of CO are detected,the C01224T and • A low current draw of 20 mA in standby and 40 mA in alarm C01224TR detectors alert residents by sounding and flashing a temp 4 signal alarm.With 24/7 central station monitoring,residents • Versatile mounting for wall and ceiling are guaranteed protection whether they are away from home, • Accurate and reliable electrochemical sensing technology sleeping,or already suffering from the effects of CO • Optional CO-PLATE CO Detector Replacement Plate to upgrade previously Installed competitor detectors to the C01224T The C01224T and C01224TR are designed for system operation. These detectors are fully listed to UL 2075 and offer a code- required trouble relay to send a sensor failure or end-of-life signal to the control panel and the central station The C01224T and C01224TR also use SEMS-type terminal Philips head screws for quicker and more positive wiring connections and code-required wiring supervision With a low current draw,these detectors enable more devices to be connected to the panel,limiting the need to purchase extra power supplies or more expensive panels As 12/24 VDC detectors,the C01224T and C01224TR will operate on most industry security and fire alarm control panels Agency Listings LISTED E307195 E304075 C01224T and C01224TR Carbon Monoxide Detector Specifications Specifications monoxide(CO)detector shall be a system-connected System Sensor model number C01224T or C01224TR listed to Underwriters Laboratories UL 2075 for Gas and Vapor Detectors and Sensors.The detector shall be equipped with a sounder and a trouble relay The detector's base shall be able to mount to a single-gang electrical box or direct(surface)mount to the wall or ceiling.Wiring connections shall be made by means of SEMS screws The detector shall provide dual-color LED indication that blinks to indicate normal standby,alarm,or end-of-life When the sensor supervision is in a trouble condition,the detector shall send a trouble signal to the panel When the detector gives a trouble or end-of-life signal,the detector shall be replaced.The detector shall provide a means to test CO gas entry into the CO sensing cell.The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry The detector shall perform in the detection of CO up to 12,000 feet above sea level and alarm within the time specified by ANSI/UL 2034 for CO concentrations of 70, 150 and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory. -Ele'ctrical Specifications Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0.5 A @ 30 VDC Trouble Contact Ratings 0 5 A @ 30 VDC Size:C01224T Length.5.1 in,Width 3 3 in,Height 1 3 in C01224TR Diameter:6 in,Height. 13 in Approximate Weight C01224T 7 oz,C01224TR. 11 oz Operating Temperature Range 32oF to 104°F(0°C to 40°C) Operating Humidity Range 22 to 90%RH Input Terminals 14 to 22 AWG Mounting Single-gang back box,surface mount to wall or ceiling Operation Modes Operation Mode Green LED RecILED Sounder Normal(standby) Blink 1 per minute — — Alarm — Blink in temp 4 pattern Sound in temp 4 pattern RealTest®Feature The System Sensor C01224T and C01224TR Carbon Monoxide Detectors with RealTest enable evaluation of the functionality of the CO sensing cell using a canned CO test agent. ljj 7{l) t f Push and hold the Test/Hush button for Spray canned CO agent into Verify CO sensing at the two seconds to enter RealTest mode The the detector control panel The detector will green LED will flash once every second automatically exit RealTest alarm to indicate RealTest mode has started. mode after about 20-60 seconds. NOTE:Check with local codes and the AHJ to determine if a functional gas test is desired for an installation Hush Feature. Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode) Trouble Feature. When the detector is in a trouble condition,it will send a trouble signal to the panel End-of-Life Timer After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel to indicate it is time to replace the detector.An electrochemical CO detector lifespan is about six years The detector must be replaced by the date marked on the inside of the product CO-PLATE System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when _� - necessary)of previously installed competitive carbon monoxide detectors that require replacement Ordering Information CO-PLATE Part No. Description C01224T 12/24 volt,4-wire system-monitored carbon monoxide detector with RealTest@ Technology CO1224TR 12/24 volt,4-wire system-monitored round carbon monoxide detector with RealTest@ Technology CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors as necessary �/���� 3825 Ohio Avenue•St Charles, IL 60174 ©2012 System Sensor Phone.800 •Fax.630-377-6495 Product specAicatons subject to change wthout notice Visit systemsensor can SENSOR' for current product information.DS727including the latest version of this data sheet SENSOR' www systemsensor com CODS72701•9/15 DN-6999 E Monitor Modules NOTIFIER NMM-100(A), NMM-100P(A), NZM-100(A), and NDM-1®®(A) for FireWarden Series by Honeywell General Four different monitor modules are available for Notifier's FireWarden Series intelligent control panels for a variety of ` applications Monitor modules supervise a circuit of dry-con- -� tact input devices, such as conventional heat detectors and yF �� • ";�,i, pull stations, or monitor and power a circuit of two-wire smoke detectors(NZM-100(A)). G 111R i r•mF,•„„, NMM-100(A)is a standard-sized module(typically mounts to _ UC T1 a 4” [10.16 cm] square box)that supervises either a Style D �,'�.„ — devices. •`"" •«•a w •° NMM-100P(A) is a miniature monitor module a mere 1 3" _,`, (3.302 cm)H x 2 75"(6.985 cm)W x 0.65”(1.651 cm)D that ' � } A supervises a Style B (Class B) circuit of dry-contact input J: devices. Its compact design allows the NMM-100P(A)to be W"' "'� " mounted in a single-gang box behind the device it monitors ., a NZM-100(A) is a standard-sized module that monitors and `— supervises compatible two-wire,24 volt, smoke detectors on a Style D(Class A)or Style B(Class B)circuit NMM-100(A)(Type H) NDM-100(A) is a standard-sized dual monitor module that monitors and supervises two independent two-wire Style B to monitor normally-open supervisory devices with special (Class B) dry-contact initiating device circuits (IDCs) at two supervisory indication at the control panel. Monitored circuit separate, consecutive addresses in intelligent, two-wire sys- may be wired as an NFPA Style B(Class B)or Style D(Class tems. A) Initiating Device Circuit.A 47K Ohm End-of-Line Resistor LiteSpeedTM is a communication protocol that greatly (provided) terminates the Style B circuit. No resistor is increases the speed of communication between analog intel- required for supervision of the Style D circuit. ligent devices. Intelligent devices communicate in a grouped NMM-100(A)OPERATION fashion. If one of the devices within the group has new infor- mation,the panel CPU stops the group poll and concentrates Each NMM-100(A) uses one of the available module on single points. The net effect is response speed greater addresses on an SLC loop. It responds to regular polls from than five times that of other communication protocols. the control panel and reports its type and the status (open/ normal/short) of its Initiating Device Circuit(IDC).A flashing NMM.100(A) Monitor Module LED indicates that the module is in communication with the control panel. The LED latches steady on alarm (subject to • Built-in type identification automatically identifies this current limitations on the loop). device as a monitor module to the control panel • Powered directly by two-wire SLC loop No additional NMM-100(A)SPECIFICATIONS power required. Nominal operating voltage: 15 to 32 VDC. • High noise(EMF/RFI)immunity. Maximum current draw:5 0 mA(LED on). • SEMS screws with clamping plates for ease of wiring. Average operating current: 375 pA(LED flashing), 1 com- • Direct-dial entry of address: 01 —99 on FireWarden-100- munication every 5 seconds,47k EOL. 2,01 —50 on FireWarden-50. Maximum IDC wiring resistance: 1500 Ohms. • LED flashes during normal operation and latches on Maximum IDC Voltage: 11 Volts. steady to indicate alarm The NMM-100(A)Monitor Module is intended for use in intel- EOL resistance:47K Ohms. ligent, two-wire systems, where the individual address of Temperature range:32•F to 120`F(0°C to 49°C). each module is selected using the built-in rotary switches. It provides either a two-wire or four-wire fault-tolerant Initiating Humidity range: 10%to 93%noncondensing. Device Circuit(IDC)for normally-open-contact fire alarm and Dimensions: 4 5" (11.43 cm) high x 4" (10.16 cm) wide x supervisory devices.The module has a panel-controlled LED 1.25" (3.175 cm) deep Mounts to a 4" (10 16 cm) square x indicator. 2.125"(5.398 cm)deep box NMM-100(A)APPLICATIONS Use to monitor a zone of four-wire smoke detectors, manual NMM-1®OP(A) Mini Monitor Module fire alarm pull stations,waterflow devices, or other normally- • Built-in type identification automatically identifies this open dry-contact alarm activation devices. May also be used device as a monitor module to the panel. DN-6999 E•07/30/2015—Page 1 of 4 • Powered directly by two-wire SLC loop. No additional Wire length:6"(15 24 cm)minimum power required. • High noise(EMF/RFI)immunity. NZM.100(A) Interface Module • Tinned,stripped leads for ease of wiring. Supports compatible two-wire smoke detectors. • Direct-dial entry of address:01 —99 on FireWarden-100-2, Supervises IDC wiring and connection of external power 01 —50 on FireWarden-50 source • High noise(EMF/RFI)immunity. 3 1415 0 1 ADDRESS 0 1 SEMS screws with clamping plates for ease of wiring. 13 2 2 Direct-dial entry entry of address:,01 —99 on FireWarden- 3 11 0 4 LOOP 09. � 4 100-2,01 —50 on FireWarden-50. 10 5 LED flashes during normal operation 9 8 7 6 8 7 5 LED latches steady to indicate alarm on command from TENS ONES control panel. The NZM-100(A) Interface Module is intended for use in intelligent, addressable systems, where the individual address of each module is selected using built-in rotary OW p U switches. This module allows intelligent panels to interface W and monitor two-wire conventional smoke detectors. It trans- cc mits the status (normal, open, or alarm) of one full zone of conventional detectors back to the control panel.All two-wire detectors being monitored must be UL compatible with the module. NZM-100(A) APPLICATIONS The NMM-100P(A)Mini Monitor Module can be installed in a Use the NZM-100(A) to monitor a zone of two-wire smoke single-gang function directly behind the monitored unit. Its detectors The monitored circuit may be wired as an NFPA small size and light weight allow it to be installed without rigid Style B (Class B) or Style D (Class A) Initiating Device Cir- mounting. The NMM-100P(A) is intended for use in intelli- cuit.A 3.9 K Ohm End-of-Line Resistor(provided)terminates gent,two-wire systems where the individual address of each the end of the Style B or D (class B or A) circuit (maximum module is selected using rotary switches. It provides a two- IDC loop resistance is 25 Ohms). Install ELR across termi- wire initiating device circuit for normally-open-contact fire nals 8 and 9 for Style D application. alarm and security devices. NMM-100P(A) NZM-100(A) OPERATION NMM-100P(A)APPLICATIONS Each NZM-100(A) uses one of the available module Use to monitor a single device or a zone of four-wire smoke addresses on an SLC loop. It responds to regular polls from detectors, manual fire alarm pull stations,waterflow devices, the control panel and reports its type and the status (open/ or other normally-open dry-contact devices. May also be normal/short)of its Initiating Device Circuit(IDC).A flashing used to monitor normally-open supervisory devices with spe- LED indicates that the module is in communication with the cial supervisory indication at the control panel. Monitored ar- control panel The LED latches steady on alarm (subject to cuit/device is wired as an NFPA Style B (Class B) Initiating current limitations on the loop). Device Circuit. A 47K Ohm End-of-Line Resistor (provided) terminates the circuit NZM-100(A)SPECIFICATIONS NMM-100P(A) OPERATION Nominal operating voltage: 15 to 32 VDC. Each NMM-100P(A) uses one of the available module Maximum current draw:5.1 mA(LED on). addresses on an SLC loop. It responds to regular polls from Maximum IDC wiring resistance:25 Ohms. the control panel and reports its type and the status (open/ normal/short)of its Initiating Device Circuit(IDC). Average operating current: 270 pA, 1 communication and 1 LED flash every 5 seconds,3.9k eol. NMM-100P(A)SPECIFICATIONS EOL resistance:3.9K Ohms. Nominal operating voltage: 15 to 32 VDC. External supply voltage (between Terminals T10 and Average operating current: 350 pA, 1 communication T11): every 5 seconds, 47k EOL; 600 pA Max. (Communicating, IDC Shorted). DC voltage.24 volts power limited. Maximum IDC wiring resistance: 1500 Ohms. Ripple voltage:0.1 Vrms maximum. • Maximum IDC Voltage: 11 Volts. Current:90 mA per module maximum Temperature range:32°F to 120°F(0°C to 49°C). Maximum IDC Current:450 pA. Humidity range: 10%to 93%noncondensing. EOL resistance:47K Ohms Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Temperature range: 32°F to 120°F(0°C to 49°C). 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x Humidity range: 10%to 93%noncondensing. 2 125"(5.398 cm)deep box. Dimensions: 1.3"(3.302 cm)high x 2.75"(6 985 cm)wide x 0.65"(1.651 cm)deep. Page 2 of 4—DN-6999 E-07/30/2015 NDM4 00(A) Dual Monitor Module • CSFM: 7300-0028:0230 (NMM-100, NMM-100P, NZM- The NDM-100(A) Dual Monitor Module is intended for use in 100);7300-0028:0237(NDM-100) intelligent, two-wire systems. It provides two independent two- - MEA: 72-01-E Vol. 2 (NMM-100, NMM-100P, NZM-100); wire initiating device circuits(IDCs)at two separate,consecutive 227-03-E Vol.3(NDM-100). addresses. It is capable of monitoring normally open contact fire alarm and supervisory devices.The module has a single panel- Product Line Information controlled LED NOTE:A"sufx indicates ULC-listed model. NOTE: The NDM-100(A)provides two Style B (Class B) IDC cir- cuits ONLY Style D (Class A) IDC circuits are NOT supported in NMM-100(A): Monitor module. any application. NMM-100P(A): Monitor module,miniature. NDM-100(A)SPEc/F/CAT/ONS NZM-100(A):Monitor module,two-wire detectors. Normal operating voltage range: 15 to 32 VDC. NDM-100(A): Monitor module, dual, two independent Class Maximum current draw:6.4 mA(LED-on). B circuits. Average operating current:750 pA(LED flashing). SMB500:Optional surface-mount backbox. Maximum IDC wiring resistance: 1,500 Ohms. NOTE: See installation instructions and refer to the SLC Wiring Maximum IDC Voltage: 11 Volts. Manual,PN 52304 , Maximum IDC Current:240 pA EOL resistance:47K Ohms. Temperature range:32°to 120°F(0°to 49°C). Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm)deep. Mounts to a 4" (10 16 cm)square x 2.125"(5.398 cm)deep box NDM-100(A)AUTOMATIC ADDRESSING The NDM-100(A)automatically assigns itself to two address- able points,starting with the original address.For example',if the NDM-100(A)is set to address"26", then it will automati- cally assign itself to addresses"26"and"27" NOTE:"Ones"addresses on the NDM-100(A)are 0, 2, 4, 6, or 8 only. Terminals 6 and.7 use the first address,and terminals 8 and 9 use the second address. ACAUTION: Avoid duplicating addresses on the system. Installation NMM-100(A),NZM-100(A),and NDM-100(A)modules mount directly to a standard 4" (10 16 cm) square,,-2 125" (5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and instal- lation instructions are provided with each module All wiring must conform to applicable local codes,ordinances,and reg- ulations. These modules are intended for power-limited wir- ing only The NMM-10OP(A) module is intended to be wired and mounted without rigid connections inside a standard electri- cal box. All wiring must conform to applicable local codes, ordinances,and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies,or listing may be in process.Consult fac- tory for latest listing status. • UL:S635. • ULC:S635. • FM Approved. DN-69991E-07/30/2015—Page 3 of 4 Notifier®and FireWarden@ are registered trademarks and LiteSpeedT and FireWatchT are trademarks of Honeywell International Inc. ©2015 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited This document is not intended to be used for installation purposes. 'SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENSINEMINS&MANOHICUMNS All specifications are subject to change without notice. QUALITY SYSTEMS For more information,contact Notifier.Phone-(203)484-7161,FAX,(203)484-7118. www.notifier.com Page 4 of 4—DN-6999 E•07/30/2015 X 5"IIiSTEM SENSOR Indoor Selectable- Ey output Horns, Strobes and Horn Strobes for Wall Applications Spectrke&Advance audible visible notification products SPECTRMert are rich with features guaranteed to cut installation times ® v .®► Ilu c E and maximize profits. Features The SpectrAlert Advance series offers the most versatile and • Plug-in design with minimal intrusion into the back box easy-to-use line of horns,strobes,and horn strobes in the industry. With white and red plastic housings,wall and ceiling mounting • Tamper-resistant construction options,and plain and FIRE-printed devices,SpectrAlert Advance • Automatic selection of 12-or 24-volt operation at can meet virtually any application requirement 15 and 15/75 candela • Field-selectable candela settings on wall units 15, 15/75, Like the entire SpectrAlert Advance product line,wall-mount horns, 30,75,95, 110, 115, 135, 150, 177,and 185 strobes,and horn strobes include a variety of features that increase their application versatility while simplifying installation All devices • Horn rated at 88+dBA at 16 volts feature plug-in designs with minimal intrusion into the back box, • Rotary switch for horn tone and three volume selections making installations fast and foolproof while virtually eliminating • Universal mounting plate for wall units costly and time-consuming ground faults. • Mounting plate shorting spring checks wiring continuity before To further simplify installation and protect devices from construction device installation damage,SpectrAlert Advance utilizes a universal mounting plate • Electrically Compatible with legacy SpectrAlert devices with an onboard shorting spring,so installers can test wiring • Compatible with MDL3 sync module continuity before the device is installed • Listed for ceiling or wall mounting Installers can also easily adapt devices to a suit a wide range of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with three volume selections Agency Listings SIGNALING t Q P <j3> MEA LISTED APPROVED approved 7125-1653186(indoor strobes) 7125-1653 188(horn strobes, 54011(chimes,horn strobes,horns) 3023572 MEA452-05-E chime strobes) S5512(strobes) 7135-1653 189(horns,chimes) SpectrAlert Advance Specifications Arch itectlEng i neer Specifications General SpectrAlert Advance horns,strobes,and horn strobes shall mount to a standard 4 x 4 x 1'/2-inch back box,4-inch octagon back box,or double-gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box A universal mounting plate shall be used for mounting ceiling and wall products The notification appliance circuit wiring shall terminate at the universal mounting plate Also,SpectrAlert Advance products,when used with the Sync•Circuit''Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circut Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17 5 volts,24-volt-rated notification appliance circuit outputs shall operate between 16 5 and 33 volts Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply Strobes and horn strobes shall have field-selectable candela settings including 15, 15/75,30,75,95, 110,115, 135,150, 177,and 185 Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch On four-wire products,the strobe shall be powered independently of the sounder The horn on horn strobe models shall operate on a coded or non-coded power supply Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21B-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit The module shall synchronize multiple zones Daisy chaining two or more synchronization modules together will synchronize all the zones they control The module shall not operate on a coded power supply Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR' Operating Voltage Rangel 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDU Sync Module 8.5 to 17.5 V(12 V nominal)or 16 5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5 6-L x 4.7-W x 2.5-D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5 6-L x 4 7"W x 1 3-D(142 mm L x 119 mm W x 33 mm D) Wall-Mount Trim Ring Dimensions(sold as a 5 pack)(TR-HS) 5.7-L x 4 8"W x 0 35"D(145 mm L x 122 mm W x 9 mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2 P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-temporal High 57 56 69 75 95 NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-11,5 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15f75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 UL Max.Current Draw(mA RMS),-2-Wire Horn:Strobe,_Hi�h C-andela Range(135-185 qd)Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Horn Tones and Sound Output Data Horn and Horn Strobe • .: 8-17.5 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 86 96 96 3 Temporal Low 71 71 76 76 83 80 94 89 4 Non-Temporal High 82 82 88 88 93 92 100 100 5 Non-Temporal Medium 78 78 85 85 90 90 98 98 6 Non-Temporal Low 73 74 81 81 88 84 96 92 7t Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 85 90 90 97 98 9t Coded Low 74 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobes SpectrAlert Advance Dimensions 4.7" 2.5" WIMP= 5.6" Wall-mount horn strobes SpectrAlert Advance Ordering Information ModelModel Descrip tion Description Wall Horn Strobes Wall Strobes(cont.) P2R 2-Wire Horn Strobe,Standard cd,Red SRH Strobe,High cd,Red P2R-P 2-Wire Horn Strobe,Standard cd,Red,Plain SRH-P Strobe,High cd,Red,Plain P2R-SP 2-Wire Horn Strobe,Standard cd,Red,"FUEGO" SRH-SP Strobe,High cd,Red,"FUEGO" P2RH 2-Wire Horn Strobe,High cd,Red SW Strobe,Standard cd,White P2RH-P 2-Wire Horn Strobe,High cd,Red,Plain SW-P Strobe,Standard cd,White,Plain P2W 2-Wire Horn Strobe,Standard cd,White SWH Strobe,High cd,White P2W-P 2-Wire Horn Strobe,Standard cd,White,Plain SWH-P Strobe,High cd,White,Plain P2WH 2-Wire Horn Strobe,High cd,White Horns P2WH-P 2-Wire Horn Strobe,High cd,White,Plain HR Horn,Red P4R 4-Wire Horn Strobe,Standard cd,Red HW Horn,White P4R-P 4-Wire Horn Strobe,Standard cd,Red,Plain Accessories P4RH 4-Wire Horn Strobe,High cd,Red TR-HS Trim Ring,Wall,Red P4W 4-Wire Horn Strobe,Standard cd,White SBBR Indoor Surface Mount Back Box,Red Wall Strobes SBBW Indoor Surface Mount Back Box,White SR Strobe,Standard cd,Red SR-P Strobe,Standard cd,Red,Plain SR-SP Strobe,Standard cd,Red,"FUEGO" Notes: All-P models have a plain housing(no"FIRE"marking on cover) All SP models have"FUEGO"marking on cover "Standard cd"refers to strobes that Include 15,15/75,30,75,95,110,and 115 candela settings "High cd"refers to strobes that include 135,150,177,and 185 candela settings �� �`/ST�/1�/ 3825 Ohio Avenue•St Charles,IL 60174 ©2014 System Sensor �� ✓�����®®� Phone 800-SENSOR2 FaX 630-377-6495 Product rcurretproauonssubject tocharge vnheitnobce­,on K far current product m(ormanon,including the latest version of this data sheet www systemsensor corn AVDS10201.1/14 FIRE ALARM NOTES SEQUENCE OF OPERATIONS TYPICAL DEVICE LOCATIONS WIRE LEGEND FIRE ALARM LEGEND FACP & ANNUNCIATOR INFORMATION NORMAL STATE CEILING SYMBOL WIRE DESCRIPTION TYPE SYMBOL DESCRIPTION MAN. MODEL NO. QTY. 1. THE FIRE ALARM SYSTEM SHALL BE A. NEW ADDRESSABLE SYSTEM. FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INTELLIGENT ADDRESSABLE FIRE ALARM CONTROL DEVICES. � FACP PANEL (WITH BUILT IN 14.4 BAUD MODEM) FIRELITE MS92000D 1 2. THE FIRE ALARM CONTROL PANEL (FACP) SHALL BE LOCATED IN THE MECHANICAL EQUIPMENT ROOM. INITIATING3 MINIMUM �I' A 16-2 TWISTED / NON-SHIELDED FPLP - 3. ALL ALARMS SHALL BE TRANSMITTED BY A UL LISTED COMMUNICATOR TO UL SMOKE DETECTOR ANN REMOTE FIRE ANNUNCIATOR FIRELITE LCD-80F 1 LISTED CENTRAL STATION. ALARM CONDITION AIR REGISTER 4. REMOTE ANNUNCIATOR SHALL BE READABLE AND VISIBLE FROM OUTSIDE THE BUILDING ACTIVATION OF SMOKE DETECTOR, HEAT DETECTOR, B 14-2 NON-SHIELDED FPLP PULL STATION, DUCT DETECTOR, WATER FLOW OR ANY O ADDRESSABLE PHOTOELECTRIC DETECTOR FIRELITE SD355 18 AND LOCATED AT THE MAIN ENTRANCE:. OTHER INITIATING DEVICE SHALL REPORT AN ALARM C 12-2 NON—SHIELDED FPLP AFA PROTECTIVE SYSTEMS, Inc. INITIATING DEVICES CONDITION TO THE FIRE ALARM CONTROL PANEL HF ADDRESSABLE THERMAL DETECTOR FIRELITE H355 4 11 1 11, 111 lip 1. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH ALL LISTED DISTANCES, STROBE (FACP). UPON ALARM CONDITION OCCUPANTS SHALL AUDIBLE/STROBE FIRE °R R° LOCAL ORDINANCES AND NFPA-72 RECOMMENDATIONS. - BE NOTIFIED VIA NOTIFICATION APPLIANCES AND ALL 0 E E Hw WEATHERPROOF THERMAL DETECTOR 194* THERMOTECH 302-ET-194 3 170 EI LEEN WAY 2 TOTMANUAL PULL HETOP OF THET TIONS SHALL EE MOUNTED 48-INCH---S FROM FINISHED FLOOR OUTPUT/CONTROL. FUNCTIONS SHALL BE ACTIVATED IF SYOSSET, NEW YORK 11791 RERQUIDEPARTHVAC MENTSSHAD� BE, NOT FAEDRVIAECENTRALC ) PULL STATION NEW HVAC SCHEDULE ❑F ADDRESSABLE MANUAL PULL STATION FIRELITE BG-12LX 3 NOTIFICATION DEVICES STATION CONNECTION. CENTRAL STATION CONNECTION FIREALARM DD DUCT SMOKE DEFECTOR FIRELITE D350PL 2 516.496.2322 VOCE 1. ALL AUDIBLE/STROBE DEVICES SHALL HAVE A TEMPORAL-3 CODE. SHALL BE MADE DIRECTLY FROM FACP, EXTERNAL PUSHUNIT TAG C.F.M. TONS 2. ALL STROBE DEVICES SHALL REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. COMMUNICATOR OR BY MAIN BUILDING FACP IF FACP + 516.49 6.2848 FAX 3. ALL AUDIBLE/STROBE AND STROBE DEVICES SHALL BE MOUNTED 80-INCHES FROM IS A SUB-PANEL. 80" CRF CONTROL RELAY FIRELITE CRF-300 2 THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE. AC-1 11366 28.42 SUPERVISORY C014DITION 48" EF MONITOR MODULE FIRELITE MMF-300 1 INSTALLATION CONTRACTOR INFORMATION HVAC INFORMATION ACTIVATION OF A TAMPER SWITCH OR MALFUNCTION AC-2 4617 11.54 1. PLEASE REFER TO HVAC SCHEDULE FOR UNIT INFORMATIOt`'. THAT HINDERS TI-4E PERFORMANCE OF THE FIRE ALARM MR MANUAL FAN RESTART FIRELITE MR-201 1 2. DUCT SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL CODE SYSTEM SHALL REPORT A TROUBLE CONDITION TO THE - OF NEW YORK STATE (SECTION 606 •- SMOKE DETECTION SYSTEMS CONTROL) AND IN ACCORDANCE FACP. UPON A TROUBLE CONDITION FACP SHALL Q RELAY FIRELITE MR-201 2 WITH NFPA-72 & MANUFACTURERS SPECIFICATIONS. SOUND ALERT TOINE. CENTRAL STATION SHALL BE ---- 3. EACH HVAC UNIT SHALL SHUTDOWN UPON RECIEPT OF AN" FIRE ALARM SIGNAL IN ACCORDANCE WITH NOTIFIED OF ANY TROUBLE CONDITION. CENTRAL THE MECHANICAL CODE OF NEW YORK STATE (SECTION 606.4). STATION CONNECTION SHALL BE MADE DIRECTLY FROM RL REMOTE LAMP FIRELITE RA 400-Z 2 4. MANUAL ACTIVATION SHALL BE REQUIRED FOR FAN RESTART. FACP, EXTERNAL COMMUNICATOR OR BY MAIN SPECIFIRE MULTI-CANDELA AUDIBLE STROBE WHEELOCK NS-24MCW-FR 3 BUILDING FACP IF FACP IS A SUB-PANEL. _ (SEr To 99dBA)(75 cd) ® SPECIFIRE MULTI-CANDELA STROBE WHEELOCK RSS-24MCW-FR 4 (75 cd) MWP AUDIBLE STROBE ( WEATHER PROOF ) WHEELOCK ASWD-24 1 1575W-FR ® HVAC MOTOR STARTER F.B.O. --- 2 END OF LINE RESISTOR -- --- -- F.B.O. FURNISHED BY OTHERS -- --- -- Tr K-7 VEST REST. REST. RM. RM. < MECH i EQUIP. RM. Ra \ i O MAN O ICES MR FACP F HW :`'f --� � EMPLOYEESIF— Q ,.---�' V:.�! .,� LOUNGE A-A I CONFERENCE I O , s HF ROOM VAULT 3 PO f'J JAN. C __. s ) j\ °; S /� FILE CL. / COUPO COIN O AREA BOOTH �\ MACH I --- -- � AC-2 O FILE j S HF \ --O AREA I I—_ RL ?D CRF % VESTIB LE __ .__ .�___ . _ 6 DD .CF I i -- WOOD FRAMING f, DRIVE TH R U � `---- ---------------------------------_-------------- ------_-____ ___--_ "1 TELLERS I i - I 3' WOOD FRAMING -3' s I ATHERING (---- --- - - AREA —) _ r— _I ACCESSIBLE/NON COMBUSTIBLE t HW ,� ; PLATFORM I 11' I DROP TILE CEILING ar-lai v f 2 ! , .- --.----___. f 8 8 8 8 8 11 it TELLt= ` ;t O DRIVE U VAULT CORR. CORR. EMPLOYEES MANAGERS �f HW S -- I LOUNGE OFFICE LFF] I o \A .._fl PL TFORM1 FIRE MARSHAL APPROVAL STAMPS VESTIBULE BUIDLING CROSS SECTION MONEY C C, z SITTING SCALE:1/8" 1'-O° T T COUNTING STOI AGEAGE z AREA # 1 = L RM. ROOM i ��' iF�DLW y MH � ' �� ��$SC MAIN - w ENTRANCE , - r w �. . V r JUN 222010 FIRST FLOOR PLAN PROFESSIONAL ENGINEERS STAMP BLDG.DEPT. SCALE:1/8"=1'-0" - TOWN OF SOU OLD HCSB 11700 MAIN ROAD Y SOUTHOLD, NY 11756 RMV s F � PROJECT NAME & ADDRESS AC-1 AC-2 AFA PROTECTIVE SYSTEMS 1 OF 1 y- B A RL R _] RL R —� 170 EILEEN WAY SHEET N0. _—CRF _] DD __ CRF ] HF — --O--O---O--O—�O SYOSSET, NY 11701 — „ TEL. NO.: 516.469.2322 1 /8 — l '-0 ------ ------------------ ------------- DESIGN AND DRAFTING BY SCALE _ 2A B B(24VDC) FIRE ALAR SYSTEM RISER DIAGRAM FLOOR PLANS PETE LEPERA -- ANN 516.49 6.2322 FACP TWO TELCO — CENTRAL STATION DRAWING TITLE CONTACT NAME & PHONE NUMBER 120 VAC 06. 16. 10 ORIGINAL RELEASE A MR 706.22:10 ADDED DEVICES B s RISER DIAGRAM SCALE: N.T.S. -- DATE DESCRIPTION REVISION JOE FARRUGGIO PETE LEPERA AFA- 10-000 83176100 THIS DRAWING CONTAINS PROPRIETY INFORMATION, AND MAY NOT BE REPRODUCED, DISTRIBUTED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF AFA PROTECTIVE SYSTEMS INC. AND/OR ITS SUBSIDIARIES. THIS DRAWING IS PART OF A SET OF CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, AND MAY BE USED ONLY IN CONJUNCTION WITH THE REST OF THE CONTRACT DOCUMENTS. DRAWN BY CHECKED BY DRAWING NO. WORK ORDER No. LICENSED BY THE N.Y.S. DEPARTMENT OF STATE NYS LICENSE #12000006636 FIRE ALARM NOTES SEQUENCE OF OPERATIONS TYPICAL DEVICE LOCATIONS GENERAL NOTES WIRE LEGEND FACP & ANNUNCIATOR INFORMATION NORMAL STATE CEILING 1 . ALL ALARMS SHALL BE TRANSMITTED BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRAL SYMBOL WIRE DESCRIPTION TYPE MAN. 1 . THE FIRE ALARM SYSTEM SHALL BEA NEW ADDRESSABLE SYSTEM. FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INITIATING ,;'' STATION. ,. .,__� DEVICES. /IL 3 MINIMUM �I' / 2. THE FIRE ALARM CONTROL PANEL (FACP) SHALL BE LOCATED IN THE ELECTRICAL ROOM. � 2. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH ALL LISTED DISTANCES, LOCAL A 2-1PAIR 16 TWISTED NON-SHIELDED FPLP BELDEN 3. ALL ALARMS SHALL BE TRANSMITTED BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRAL STATION. ORDINANCES AND NFPA-72 RECOMMENDATIONS. ALARM CONDITION SMOKE DETECTOR ' 4. REMOTE ANNUNCIATOR SHALL BE READABLE AND VISIBLE FROM OUTSIDE THE BUILDING AND LOCATED AT THE ACTIVATION OF SMOKE DETECTOR, HEAT DETECTOR, PULL B 2-1PAIR#16 TWISTED / SHIELDED FPLP BELDEN MAIN ENTRANCE. AIR REGISTER STATION, WATER FLOW OR ANY OTHER INITIATING DEVICE SPRINKLER INFORMATION SHALL REPORT AN ALARM CONDITION TO THE FIRE ALARM C 2-1PAIR#14 NON—SHIELDED FPLP BELDEN AFA PROTECTIVE SYSTEMSInc. 1 . ENTIRE BUILDING SHALL BE PROTECTED BY A SPRINKLER SYSTEM. CONTROL PANEL (FACP). UPON ALARM CONDITION 2. SPRINKLER SYSTEM SHALL BE MONITORED VIA WATERFLOW & TAMPER SWITCH. OCCUPANTS SHALL BE NOTIFIED VIA NOTIFICATION APPLIANCES F F 170 E LEEN WAY AND ALL OUTPUT/CONTROL FUNCTIONS SHALL BE ACTIVATED AUDIBLE/STROBE F I R E °R R° STROBE IF REQUIRED (HVAC SHUTDOWN, ELEVATOR RECALL, ETC.). D E E SYOSSET, NEW YORK 11791 INITIATING DEVICES FIRE DEPARTMENT SHALL BE NOTIFIED VIA CENTRAL STATION 1 . ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH ALL LISTED DISTANCES, LOCAL ORDINANCES AND CONNECTION. CENTRAL STATION CONNECTION SHALL BE 516.496.2322 VOCE NFPA-72 PULL STATION MADE DIRECTLY FROM FACP, EXTERNAL COMMUNICATOR OR 516.921 .5229 FAX RECOMMENDATIONS. BY MAIN BUILDING FACP IF FACP IS ASUB-PANEL. 2. ALL MANUAL PULL STATIONS SHALL BE MOUNTED 48-INCHES FROM FINISHED FLOOR TO THE TOP OF THE FIRE ALARM P U S H DEVICE. SUPERVISORY CONDITION P"" ACTIVATION OF A TAMPER SWITCH, DUCT DETECTOR OR ` Q �� NOTIFICATION DEVICES MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE 80 1 . ALL AUDIBLE/STROBE DEVICES SHALL HAVE A TEMPORAL-3 CODE. ALARM SYSTEM SHALL REPORT A TROUBLE CONDITION TO 4� 2. ALL STROBE DEVICES SHALL REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. THE FACP. UPON A TROUBLE CONDITION FACP SHALL BUILDING CROSS SECTION ELEVATION 3. ALL AUDIBLE/STROBE AND STROBE DEVICES SHALL BE MOUNTED 80-INCHES FROM THE FINISHED FLOOR TO SOUND ALERT TONE. CENTRAL STATION SHALL BE NOTIFIED THE BOTTOM OF THE OF ANY TROUBLE CONDITION. CENTRAL STATION CONNECTION NOT TO SCALE DEVICE. SHALL BE MADE DIRECTLY FROM FACP, EXTERNAL COMMUNICATOR OR BY MAIN BUILDING FACP IF FACP IS A CORRUGATED STEEL DECK CEILING INFORMATION SUB-PANEL. PLENUM RETURN 1 . PLEASE REFER TO INTERIOR CROSS SECTIONAL ELEVATION PLAN CEILING FOR CEILING HEIGHTS AND o CONSTRUCTION. ACCESSIBLE/NON COMBUSTIBLECD DROP TILE CEILING cn HVAC INFORMATION - - - --- -- - --- - 11700 z 1 . DUCT SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL CODE OF NEW YORK - o STATE (SECTION 606 - -- -- ----- - --- . . - - --- SMOKE DETECTION SYSTEMS CONTROL) AND IN ACCORDANCE WITH NFPA-72 & MANUFACTURERS 2'-O" SPECIFICATIONS. 2. EACH HVAC UNIT SHALL SHUTDOWN UPON RECIEPT OF ANY FIRE ALARM SIGNAL IN ACCORDANCE WITH THE 10'-O" MECHANICAL CODE OF �----------- - - - -- ----------------- - - --, MAIN ROAD NEW YORK STATE (SECTION 606.4). 3. MANUAL ACTIVATION SHALL BE REQUIRED FOR FAN RESTART. CARBON MONOXIDE DETECTOR E L E\���— ' O �, P L 1 - SUPERVISORY LOCAL ALARM AT CENTRAL STATION SCALE: N.T.S. SCALE: N.T.S. FIRE ALARM LEGEND SYMBOL DESCRIPTION MAN. MODEL NO. QTY. FACP FIRE ALARM CONTROL PANEL NOTIFIER NFW2-100 1 FAA FIRE ALARM REMOTE ANNUNCIATOR NOTIFIER FDU-80 1 OSP PHOTOELECTRIC SMOKE DETECTOR NOTIFIER NP-100 33 O1 F HEAT DETECTOR [FIXED] NOTIFIER NH-100 3 F7F PULL STATION NOTIFIER NBG-12LX 3 �/SU DUCT DETECTOR [SUPPLY SIDE] NOTIFIER DNR 2 \RI/ SYSTEM REMOTE LAMP SENSOR RA-1002 2 RM RELAY MODULE NOTIFIER FRM-1 2 OR RELAY NOTIFIER MR-201 2 MOTOR STARTER F.B.O. F.B.O. 2 F 'MECHANICAL FF] p 'ROOM , lJ SYSTEM - XA .G1-106 / \ / \ ' � I OCO CARBON MONOXIDE DETECTOR SENSOR CO—1224T/R 5 OS p S P Ecr SOP OS P - CO R RDESTROOM 6su R I OPMONITOR MODULE NOTIFIER NMM-100 5 RIOAL OS P . \ PI T.ROOMADA S So,1a5 — PG,�� FACP `.Fp n;^+� I ..:. -,7 RESTROOMII ,- CD 7I 75cd BREAK ROOM -\! HORN STROBE - WALL MOUNTED SYSTEM C PULL DOWN[75cd] SENSOR S P2R 3 O ATTIC CASH/WORK _' 01-107 P TAR i ! CO O - ROOM AIM CORRIDOR "vi-1a3 30cd P S AIR [ ] 30cd SENSOR i -_ --- - JANITOR' OP —. STROBE WALL MOUNTED SYSTEM SR 3 - CLOSET Y - - - I-- OP I CLOS ,, i I ----' - ---- --- -- ----- -- P SL RB WORK -- AREA O , TELLER PODS � � P - _ XAC 1 VESTIBULE O O R O (alt WAITING CO / 01-175 s P S P axs CPAVILION •Jn - RMPOF - U OP O 0 - I O RB STATION I 01-117 I i j I j S S OP OP 75cd - OOP OP tc 0RS STATION �01 l i I' I ' I I OOP CO OSP S OP , ATM l O (DP ROOM '.�'+"Icop, C. Q 9,-1oz C4580 I�' F I' -- O 24 HR ATM P VESTIBULE P j PRIVATE 01-101 OFFICE RS STATION I FAA ---- - -- - - - o - - - — - - - U i I Q GFROUND FLOOR — �— z FIRE ALARM FLOOR PLAN SCALE: 1/8=1'0" Q FIRE ALARM FLOOR PLAN SCALE: 1/8= 1'0" Q m w Q 0 Q o z 0 0 r` w z O J Q F— Q U D z J c� c� z O J 0b O O Z nl 0 < (n U z O � J Q 07.27.2017 ORIGINAL RELEASE q w a J Li 1 PR 14 DATE DESCRIPTION REVISION 1 PR 14 XAC-1 XAC-2 PROJECT: CAPITAL ONE eco A co �RI\.. R \RI/ R 11700 MAIN ROAD AIM -- AIM --- S 5U- RM - S 5u-- RM MATTITUCK, NY �- ATTIC ATTIC Q as , 11952 FLOOR NUMBER: GROUND & ATTIC E] z C.... 1 PR 14 eco eCo eco F3 AIM -- AIM --- AIM -�F -OF OO F-OOP OP OP OOP OP �P—OOP cn P�P 6 0 t wm DRAWING TITLE: FIRE ALARM FLOOR PLAN n FAA [ - — - 1 PR 16 - a --�--OP O P S P -a—QP OP—OP-OP__OP_-OP--(Dv-&p s P__-_OP I -'�o WITH RISER DIAGRAM 0 - m �r TO APPROVED 24VDC POWER 75cd 75cd Two TE�co uNEs FAC [� 30cd SEAL & SIGNATURE: SHEET 1 0F 1 If _-- —'_�----- 1 PR 14 0 - o ------ / � o DRAWN BY: 75cd icy J.A. 30cd 30cd ,-' rn CHECKED BY: _CD -- --- --- - 1 PR 14 0 ----��\- ��\ Z x GROUND FLOOR �" W0 GROUND FLOOR o,�°mosso 69302- 1 N�wYORK SCALE. AS NOTED w FR I S E FZ D I AG RA M CONTACT: LnV FIRE ALARM RISER DIAGRAM SCALE: 1/a= 1'o" NYC DOB NUMBER: DRAWING NO: W F— f� O N NAFA=00 100 ) NI* ! • " Oii- �4" ` 5 .r,.-",^^„'Mvre+.y,,,,,,.��• `Y. , 1 , ;y« 9/ ' 4 r , . +M 'µ , - µv' \ ,'•�++�MM .�d+.�' f , , ^ ' ' lie �- f / • `\`'.,\A\ s i ti ` .�`Y �� P,,f,F�� � .��i• y `I,1 4 ♦Y\, ` - - ,✓,'"',ti*^. . 41. Az All "v Al Ak . 023 \ � �'��'�+`'` �«'' ~\�"�."`ry.. ��*,� � *`" ��} ���" � '"•`a. �� P �� �Mme' �.,.•' '�P.,, ,,/ ^�,,� �� `'`.. %� :fir � . , 'qk, ����P� , �'a x '� "^,J +w'i`n` x~\.`��•„ pf ,W i Y - fI, �r , _. '>r+.- f ,a�,- s Dn e+w ^�..'. f 4 Vr.-,.1'...-r-.,.«,„.,, .uwe �M 1- "'+\.•.r....»,-r..«. ,Py. Y d ^a '"•:-1 \ - " , 3�` ` , ' -v,., ."y.X.,".s,+ry'Fs'y4.y.,.,.r".^"^<zTv+'Y n A z..nh ,.. ... .,y,xM -ve�,+., "' ♦ ,!« ._�,-r yro,� F « d 4Rf 'a °`J ♦ wh4. ^ ffffJ y,� �' "^"^N1YY^N""M,+'(b {H,"e`kMY"NMa9',h,°".+1`N*N±^'.•'.'.-rrqu..,.v,wv--n+r,mr- s.,4;✓`Ni,i+r:n .,vy.y�..ty.P..,» i4^ - /N€,.,tL. ,, t L. V, DATE I9q/ 0,7 AI& ; Y-!• 'Yi'""'y"�••�;a,, y}++d Irr,� ��t I '+�f�.tN i.� --,___._ " - , , ��T;�4�.�,°? ���t�.,�' ��;,,�'"�"i"` C=+�,�„,,i*✓`�,°.� �' Zvi >,.'�...�„ � day „Joe NIP. H*F , rJRrJOPIAk F'RIrJ71VFlS7 cva4 1Et6A`• cava „ 2axsa LICECC BY THE Irl YO. DEPARTMENT OF STATE WC—i LICENSE # 12000006636 FIRE ALARM NOTES SEQUENCE OF OPERATIONS TYPICAL DEVICE LOCATIONS GENERAL NOTES \ WIRE LEGEND FACP cgc ANNUNCIATOR INFORMATION NORMAL STATE CEIEINIG 1 ALL ALARMS SHALL BE TRANSMITTED BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRALSYMBOL WIRE Sr �,', fDE�.,RIPTION TYPE MAN 1 THE FIRE ALARM SYSTEM SHALL BE A NEW ADDRESSABLE S)'STEIE/l FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INITIATING STATION DEVICES ` <, 2 ALL EQUIPMENT SHALL 7 INSTALLED IN COMPLIANCE WITH ALL HATED DISTANCE, LOCAL A 2- 1 PAIRS 16 TWISTED / NON-`SHIELDED FPLP BELDEN 2 THE EIRE ALARM CONTROL PANEL (EACP) SHALL BE LOCATED IN THE ELECTRICA S c L ROOM ,I— 3 MINIMUM ,1' 3 ALL AI ARMS SHALL BE TRANSMITTED B'r A UL LISTED COMMUNICATOR TO UL LISTED CENTF�AL STATIOLI ORDINANCE AND NEPA-72 RECOMMENDATIONS ALARM CONDITION SMOKE DETECTOR, 4 REMOTE ANNUNCIATOR SHALL BE READABLE AND VISIBLE FROM OUTSIDE THE BUILDING AND -OCATED AT THE ,, MAIN ENTRANCE ACTIVATION OF SMOKE DETECTOR, HEAT DETECTOR, PULL AIR REGISTER B 2- IPAIR�16 TWISTED / SHIELDED FPLP BELDEN / NATION, WATER FLOW OR ANY OTHER INITIATING DEVICE _ SONTR�HALL \E PAN E AN(EACP)ALARM CONDITIONARM CONDITION ALARM C 2-1PAIR#14 NON-SHIELDED FPLP BELDEN AEA PROTECT UE SY\CI JInc. SPRINKLER INFORMATION 1 ENTIRE BUILDING SHALL BE PROTECTED BY A SPRINKLER S`r"STEM OCCUPANTS SHALL BE NOTIFIED VIA NOTIFICATION APPLIANCES \ 2 SPRINKLER SYSTEM SHALL BE MONITORED VIA WATERFLOW & TAMPER SWITCH AND ALL OUTPUT/CONTROL FUNCTIONS SHALE BE ACTIVATED AIJDIBE\STROBE E- 1 ".—STROBE � �O BEEN WAY NITIATING DEVICES IF REQUIRED (HVAC SHUTDOWN, ELEVATOR RECALL, ETC ) SYOCET NEW YORE 11791 ALL EOUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH AI_L LISTED DISTANCES, LOCAL ORDH,IAHCE`' AND FIRE DEPARTMENT SHALL BE NOTIFIED VIA CENTRAL STATION CONNECTION CENTRAL STATION CONNECTION SHALL BE PUC STATION \ \\� \2 \ \ NEPA-72) MADE DIRECTLY FROM EACP, EXTERNAL COMMUNICATOR OR 2 ALL MANUALRECOMMENDA POS STATIONS SHALL BE MOUNTED 48-INCHES FROM FINISHED FLOOR TO THE TOP OF THE BY MAIN BUILDING EACP IF EACP IS A SUB-PANEL RE ALARM 516-92 `1 -5229 FAX P U � H DEVICE SUPERVISORY CONDITION PPU_S ACTIVATION OF A TAMPER SWITCH, DUCT DETECTOR OR \\ gr199 NOTIFICATION DEVICES MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE `l 1 ALL AUDIBL\STROBE DEVICES SHALL HAVE A TEMPORAL-3 CODE ALARM SYSTEM SHALL REPORT A TROUBLE CONDITION TO 4879 2. ALL STROBE DEVICES SHALL REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS THE EACP UPON A TROUBLE CONDITION EACP SHALL BUILDING CROSS SECTION ELEVATION 3 ALL AUDIBLE/STROBE AND STROBE DEVICES SHALL BE MOUNTED 30-INCHES FROM THE Fli11SHED FLOOR TO SOUND ALERT TONE CENTRAL STATION SHALE BE NOTIFIED THE BOTTOM OF THE OF ANY TROUBLE CONDITION. CENTRAL STATION CONNECTION NOT TO SCALE SHALE BE MADE DIRECTLY FROM EACP, EXTERNAL DEVICE COMMUNICATOR OR BY MAIN BUILDING EACP IF EACP ISA CORRUGATED STEEL DECK CEILING INFORMATION SUB-PANEL PLENUM RETURN 1 . PLEASE REFER TO INTERIOR CROSS SECTIONAL ELEVATION PLAN CEILING FOR CEILING HEIGHTS AND Q CONSTRUCTION ACCESSIBLE/NON COMBUSTIBLE \ DROP TILE CEILING —-- -- --- -- -- -- ---- - 11700 HVAC INFORMATION � ____— _ 1 DUCT SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL CODE OF NEW YORKCD I _ I STATE (SECTION 606 ______—_______— __ SMOKE DETECTION SYSTEMS CONTROL) AND IN ACCORDANCE WITH NEPA-72 & MANUFACTURERS SPECIFICATIONS 2'-0" 2 EACH HVAC UNIT SHALL SHUTDOWN UPON RECIEPT OF ANY FIRE ALARM SIGNAL IN ACCORDANCE WITH THE 10 -0" MECHANICAL CODE OF [—-------- -------- —-—----- ---� MAIN ROAD NEW YORK STATE (SECTION 606.4) I --- 3 MANUAL ACTIVATION SHALL BE REQUIRED FOR FAN RESTART CARBON MONOXIDE DETECTOR 1 . SUPERVISORY—LOCAL ALARM AT CENTRAL STATION ,k E L �®//�—I— I O N SCALE: N.T.S. SCALE: N.T.S. FIRE ALARM LEGEND I _ SYMBOL DESCRIPTION MAN MODEL NO OTY I FACP FIRE ALARM CONTROL PANEL NOTIFIER NFW2-100 1 FAA FIRE ALARM REMOTE ANNUNCIATOR NOTIFIER FDU-80 1 CSP PHOTOELECTRIC SMOKE DETECTOR NOTIFIER NP-100 33 ®F HEAT DETECTOR [FIXED] NOTIFIER NH-100 3 FC PULL STATION NOTIFIER NBG-12LX 3 os U DUCT DETECTOR [SUPPLY SIDE] NOTIFIER DNR 2 RI/ SYSTEM REMOTE LAMP SENSOR RA-1002 2 J RM RELAY MODULE NOTIFIER FRM-1 2 \ RELAY NOTIFIER MR-201 2 - ---- ---- —_;- -- -- -_ ---' —_-;'--- r r--- - _ MOTOR STARTER F B 0 _ _ _• _ __ _ F B 0 - -- - - FMECHANICAL �/ li•i \ SYSTEM O® CB CARBON MONOXIDE DETECTOR SENSOR CO-1224T/R 5 ` _ _f \ P:)w P:O� _; pi i I I XAC-2 j 1 - IC —i �t _—__--P— .I , RESTROOM\ADA1f' \RI/ I P �___ I--- S _ I, r1.,, a Icy O - OP „ P , i.; I:I \ CO \ \ t ELECTRICAL/ C` I AIM P P riu IT ROOM I J - —' ABA / If - � ; �\ /II AIM MONITOR MODULE NMM-100 NOTIFIER 5 �LL P i RESTROOM 5 i Ij "'- I Lp \ ; I ,; ; I I S RM fi—��'�n I I i I _ __-_ ! }II- 1 BREAK ROOM _}-'_-___ _y- 75cd .^I -= _=_--__----_ - ==- 1 II PULL DOWN HORN STROBE - WALL MOUNTED SYSTEM TF - -- - - --_- - -- _--__----_-_--_-- — [ P2R 3 l tc --[75cd] SENOR ? II IlI \ BS ATTR j (I ,I h;j \ CASH/WORK IOP STPIR_ I 7 \ I I STAIRRO Ji-1,i9 ! \ I I / ./ �i S I ii 77-194 [ -_-- ( CORRIBOR sod STROBE [WALL MOUNTED] SYSTEM `T=_-_r - ��,.,97 ( h- \ P 1 1 -- - 1==-=__-___=-_ t -- I I � REVISIONS i M / r /P� i' j / / / / ' ' / ' ' / /" i' S 246XA B ,S GI E 'D IN FQR D AI / / ' ,' ' / ' / ' / ,' , '2&SY0246 A B ,S GI E D IN FO DLLI AI LLI Lo PT01 T03 � W "' 9 U Q a/ PT01 / /, T03r4 0 C14 I PT01 / / / /, / T03 I L0 PT01 ; W r- +' T03 pp �* PT01 / T03 0O CL zo N 2 PT01T03 I i w m U m HQ 2 w I ' N F- W to -1J-m = PT01 / ,' , / ' / T03 € m �z L1-Z0 w __j O F 3 m ' o a Q ry Q0 mQU� �mN zaOaa Omw ZOO PT01 T03 C7wQZ F- 0- ina> W ww pQZ pWQ ammo WfLL � PT01 /' T03 mF-z� 1-0.0 _joZ 4 Trim overhang ,' , / ',' ," , (, / N F-w W Z LL LO Z Z m f"T03" truss PT01 ' / /' Toa _j U a Z F z F-08 w w ,' 1 wHWZ zOm }F-f �.� needed. i o - Uj0��wC,Ujg<w LL m0U Z Z W = WNia�zo�F Wz0. g -- - - - --- - -- PT01 / /' T03 I 2 F- LLO Z L9(9.}0 >O"N,z (L 0CaLL'wUM a HH j c[ u� / ( Z(9UV)ZY�NCem0 aF-W0� PT01 / , i,' : / T03 �wUwww z ww>M UF- �tnF-w0Z �W w f PT01 ry T03 , i cnw?w �F Ogg _jp 25 z-i a .. - r\-- -'- ------- -- ---'---' �-- Z F'2'w w N O U d avnm (9 aujWE�zOCiw PT01 -7-7/ / T03 I O�11iUZiu��Ow; a� ?z / ! Mw _ Uxvo� W LUU " = U, W= U cow PT01 / 1'1 T03 \ OF �NUwa 'SWmc�i FZ 1 PT01 T03 o PT01 ;, / T03 Z'0" 2'0' 2'0" 2'0" 2'0" 2'0" 2'0" 2'0' 2'0' 2-0- 2'0" 1 2-0- 2-0- 2'0" 2'0" 2'0" 2-0- I '0" N 6 f PT01 /' T03 6 V 0 O O O O O O O p O N M O me F- ,{F- F- F- F- F- F- F- F- F- F- > > > > > > iv ' ( PT01 / N rim overhang ry PT01 / I T03 j f 703"truss i as needed. PT01 / , / T03 PT01 T03 - -- PT01 / ' / / , / T03 i V) UjCD L fie/ PT01 7 / T03 1 GENERAL NOTES: Lu 1. ALL TRUSSES ARE SPACED PT01 /' T03 T 24"j% A,I o O.C. U.N.O. DO NOT ATTEMPT TO ALTERCL (� P °y / i / / ry / / / NY TRUSS WITHOUT PRIOR I , NGINEERING APPROVAL. (..� S 24M,SC M B E G ER�D R I F D AI ,' , / , S/ 2 A S E I E N O AI . PLEASE REFER TO PLOA- RAWINGS FOR CONNECTION _J 2 / / / / /' / / '/ , Torl EMBER FOR SCABBED n S. ", ," / ;� /• /' %"/ / �, / ', �-° -- Legend -- Hatch LLI 23'6' 55'0" / i 2x8 Outlookers Per Plan DESIGNER 3.R. =Attic Area (16'-0" Wide X 8'-1 " High) SCALE 1/4" = 1'-0" JOB # 3100307 PLOT DATE 03/12/10 DC 0 PM1, - SHEET AUG 252016 TOWN py� B�g�UI DINpGgy�Y� ygp� EPT. RT1 r a--�-� ,...................J ENERGY CODE REQUIREMENTS "FERAL NOTES 1 . -All construction shall 1' ., , n compliance with all required WINDOWS AND DOORS sections of N. Y. S . Buil . . g Codes, A .C. I . Reinforced Concretes Building Code , A. I . S . C . ructural Steel Manual , and Steel Joist PF 0. 25 (code) Institute Specification- . PF = 0. 21 ( provided) 2 . All construction is to 1.: in accordance with prevailing codes and standards . When buildir-.r; f.n other jurisdictions , variations or SHGC = . 7 (code) adjustments may be requ, ­ d . Verify any such requirements with the -local code or enforc, il-nnt officer . SHGC = . 36 (provided) 3 . All materials and method_>,, -.,,f construction for this p>roject must U-FACTOR = 0 . 5 (code) conform to the requiremcrts of all applicable federal , state and local ordinances . U-FACTOR = 0. 31 ( provided) 4 . All materials for this pr ject shall be installed in. compliance with manufactures specif ; rations and recommendations . CEILING INSULATION 5 . The Architect or Engineer assumes no responsibility for construction R = 25 (code ) means , methods , techniq,,a:- , sequences , or procedures , or for safety precautions and prograr. i connection with work . there are no R = 38 (provided) warranties , nor any mer(_-rsndibility of fitness for a specific use expressed or implied '.n the use of these plans . 6 • The architects or engine ,.­­, certification applies only to this WALL CAVITY INSULATION plan . Alteration of thi .: i')cument , except by a licensed professional Architect or Engineer i �' : : legal . R = 11 (code) 7 . Engineers or Architects r: -' 1 and signature only good for initial R = 19 , ( provided) use of drawing. Changes cl • erations or revisions to or re-use of drawings without Engineer, or Architects approval voids Seal and Signature on same . SLAB INSULATION 8 . Contractor to verify al:_ " Ir^ensions and conditions , ]before starting R = 1 . 25 U = 0. 8 (code) construction, and notify t-�,e architect or engineer of any discrepancies . Do not sc:�. l: drawings , follow dimensiions only . R = 9. 8 U = 0 . 10 (provided) 10 . All Plumbing is to confc,r '.o N. Y. S . and Local Plumbing Code requirements . 11 . Electrical work to confcr:r : o the National Electric (Code and applicable Local Codes . 12 . All framing lumber to be :'..::g / Fir 75 `J #1 and 25 % #2 . 13 . All footings to rest on .' i : : in soil or compacted per code . 14 . Bearing capacity of s;il ? 1 conform to building code . 15 . All concrete is 3500 P • :; 'v- 28 day min . J 16 . All lumber and plywood mu_ grade stamped . rA �J un 17 . Double support studs under riders 6 ft . and larger . �. 18 . Double framing members i, , i openings and below all 7- Z t. parallel partitions . 19 . Teco conn . required all fl structural load carrying conditions . E- x 20. All interior headers to b; ] Z) (2X8) unless otherwise noted . n ,Id � � � I- a-, 21 . All exterior headers to b,. , ) (2)02) unless otherwise noted . v 22 . Smoke Detecting device F1. � wrica.11y operate�d , installed per code . • 23 . All bath rooms without a t.,.ndow must be provided with a fan vented to exterior per co, 24 . This structure is designs} ' to specifications from manuals by F- ] Southern Building Code Cco., iress Intl . " INTERNATIONAL STD. for �) HURRICANE FESISTANCE RF:: '.CNTIAL CONSTRUCTION " , and " WOOD FRAME CONSTRUCTION MANUAL" , by ' merican Forest & Paper Assoc . -7 i'2 25. Building permit require P,-ior to the start of any work . L Q 0 , + E =' 'JY NOTES A. The following drawings rias. ; been prepared to meet all requirements of the N. Y. S. Energy Cons, r•vation construction code . . � 'r! �, 'K� B. All (U) coefficients for r: lai< s and skydomes ( O . ! ) MAX . C . All ( U) coefficients for ­tc�r or door or as noted ( ©. ? ) MAY . i D. All (R) values of walls r r4i P':IN. as required . J E . All (R) values of c e i l i n c F . \g �j•, Insulate all piping as req ? G . All (R) values of floors P C BUILDING MECEIAN�CAL SYSTFM Air conditioners must conform ti. :'Lf3I,F 803 . 2. 2 ! 1 } UNITARY AIR ' CONDITIDr`IERS AND CONDENSING UIdi F;1,1,:CTR1CAL' OPERATED, MINIMUM EFFICIE=NCY REQUIREMENTS. 4•Iater - heating equipment must ,:.,Inform to TABLE 804 . 2 MINIMUM PERFORMANCE OF WATFR-HEATING 1.,- ."i Pi+;E dT and TABLE 803 . 2. 2( 5 ) BOILERS, GAS-AND OIL-FIRED, M7;;: :iU ' EFFICIENCY -REQUIREMENTS. Pi._t KLU VAI E I / C,ri Electrical power and lightinc; .systems must conform to SECTIONS 805. 1 thru 805. 8 as required. ion Vo HVf-) SON C1T'`{ 'e'! CH C.r.T 4 ) OF £HF'E'TS .,, - .. .. - sp.wv>!".ehRw' .waqn.,•'ns 6.,nM..+m.�'nNw.'."'iP„ r r' �s,.Y,IP4PsNl��• c +wurms.srw■ww ..r..�..�.. t5 ; z-O t 0/- to G / 0ool ./ (-� t-iTE; C3t', ter--r7 ►JGVLF,C F5 4 A`� F'�Ft 'C7 PC GOS7F� t IY'; E...t7l., C>v 4L y P--) C, oz co r LL M z --- -- -- ---I LDA; c�t..l o--------._ _... . .------ - Lf f G r,c, t4YD0111-11�.1 G �v�,.r'•-. t. C. RF1',«- i ! � RM,.... moi ECS MP'.N N Ell I , �. rs �• � � o - to ,� 9 8 - i 3 - , - may, -- , ,� a -_�, Euc7 TWO �✓` !�j — — S,rJI{ ( �I i � f _ H _ _ —�_-- ------ - - - --- - - ------ --- -- --------- - - - N ^COVv�cn! I H.r. I � �A•.? 1�AJC'. 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ABOVE FINISHED FLOOR PNL PANEL X 92,8 INDICATES SPOT ELEVATION MATTITUCK,NY 11952 INTERNATIONAL ENERGY CONSERVATION CODE AND 2016 AIA AMERICAN INSTITUTE.OF ARCHITECTS POL. POLISHED INDICATES ROCK CLIENT'S REPRESENTATIVE: FRANK DELGIUDICE SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION AIEE AMERICAN INSTITUTE.OF ELECTRICAL ENGINEERS POS. POSITIVE O INDICATES TREE ® PHONE NO:(631)291-3956 PROPERTY INFORMATION: CONSTRUCTION CODE(REVISED AUGUST 2016.) AISC AMERICAN INSTITUTE.OF STEEL CONSTRUCTION PSF POUND PER SQUARE FOOT FRANK.DELGIUDICE@CAPITALONE.COM INDICATES CAST-IN-PLACE CONCRETE SCTM# 473889 3. EXTERIOR SIGNAGE TO BE FILED UNDER SEPARATEAL.,ALUM. ALUMINUM PSI POUND PER SQUARE INCH INDICATES TREE TO BE REMOVED CLIENT: ALM. ALARM PTN. PARTITION ARCHITECT: TPG ARCHITECTURE, LLC. SEC/BLOCK/LOT: #122.-3-17.1 APPLICATION BY OTHERS, ALT. ALTERNATE PT. PAINT 1300 WALT WHITMAN ROAD LAND USE: COMMERCIAL AMP AMPERE PTG. PAINTING INDICATES TREE TO BE PLANTED INDICATES PRECAST CONCRETE MELVILLE, NY 11747 ZONING: B-BUSINESS ZONE DISTRICT APPLICABLE CODES: APT. APARTMENT PR. PAIR C�� TAX MAP: TOWN OF SOUTHOLD SECTION 1 OF 4 PRIMARY CONTACT: NICK FORMICKELLA 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT ARCH. ARCHITECT CT QUAL. QUALITY 4 .+ AR ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING, R RADIUS INDICATES CONTINUOUS ROUGH WOOD FRAMING PHONE N0. 0� INDICATES PARKING SPACE NUMBER (631)547-7315 BUILDING INFORMATION: 2015INTERNATIONAL BUILDING CODE ��-. --,.---- - -., NFORMICKELLA@TPGARCHITECTURE.COM 2015 INTERNATIONAL FIRE CODE &AIR CONDITIONING ENGINEERS RECD. RECEIVED „'Engineering D.P.C./we engineer success ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS RECP. RECEPTACLEINDICATES WOOD BLOCKING CONSTRUCTION CLASSIFICATION: V-B 2015 INTERNATIONAL PLUMBING CODE 116 West 32nd Street,12th Floor,New York,N.Y.10001 ASTM AMERICAN SOCIETY F70R TESTING MATERIALS REF. REFRIGERATOR INDICATES PROPERTY LINE MEP ENGINEER: MG ENGINEERING D.P.C. AREA: 3,240 SQFT 2015 INTERNATIONAL MECHANICAL CODE P 212.643.9055 F 212.643.0503 www.mgedpc.net AWG AMERICAN WIRE GUAGE RH RIGHT HAND 25 NEWBRIDGE ROAD 2015 INTERNATIONAL FUEL GAS CODE BD. BOARD RHR RIGHT HAND REVERSE o INDICATES COARSE POROUS FILL(GRAVEL) HICKSVILLE,NY 11801 BUILDING IS NOT SPRINKLERED 2015 INTERNATIONAL ENERGY CONSERVATION CODE MEP ENGINEER: BL BUILDING LINE ROD REQUIRED 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION BLK BLOCK RM(S) ROOM(S) INDICATES INTERNATIONAL SYMBOL FOR PRIMARY CONTACT: THOMAS FIELDS, P.E. PROJECT DESCRIPTION: CONSTRUCTION CODE(REVISED AUGUST 2016) BM BEAM0S. HANDICAP PHONE NO:(516)827-0300 SIS STAINLESS STEEL INDICATES PLYWOOD(ROUGH) B.O. BY OTHERS S.C. SOLID CORE FAX NO:(516)827-0302 AMENDMENT TO PERMIT#35166. BOT. BOTTOM SECT. SECTIONTHOMAS.AELDS@MGEDPC.NET INDICATES INTERNATIONAL SYMBOL FOR BTU BRITISH THERMAL UNIT SEP. SEPARATE INDICATES PLYWOOD FOR ARCHITECTURAL NOTES: CAB. CABINET WHEELCHAIR EXPEDITING CONSULTANT: OUTSOURCE CONSULTANTS,INC. SIM, SIMILAR WOODWORK CEIL.,CLG. CEILING SPEC.(S) SPECIFICATION(S) s DENOTES SCALE 237 W 35TH STREET, FLOOR 12A 1. THE CONSTRUCTION/RENOVATION WORK DESCRIBED HEREIN CER CERAMIC SPKR SPEAKER INDICATES FINISH WOOD FOR ARCHITECTURAL NEW YORK,NY 10001 SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND SPKLR. CFM CUBIC FEET PER MINUTE SPRINKLER SCALE :o-p WOODWORK MUNICIPAL BUILDING CODES AND REPRESENTS: C.H. CEILING HEIGHT SO. SQUARE ® INDICATES AUTOMOBILE PRIMARY CONTACT: JOE BASTONE CL., CENTERLINE SR. SENIOR O INDICATES ACOUSTICAL TILE CEILING PHONE NO:(212)732-0555 A. NO CHANGE IN USE. CLKG CAULKING STD. STANDARD FAX NO:(212)732-6933 B. NO CHANGE IN OCCUPANCY. CLO. CLOSET STL. STEEL INDICATES PLAN VIEW OF HANDICAP ACCESSIBLE SINK JBASTONE@OUTSOURCECONSULTANTS.COM C. NO CHANGE IN EGRESS, CLR CLEAR STRUC. STRUCTURAL AND FAUCET(REFERTO ARCHITECTURAL DRAWINGS INDICATES BRICK COL. COLUMN SUPT, SUPERINTENDENT THIS SET FOR SPECIFICATIONS AND ENGINEERING CONC. CONCRETE SUSP. SUSPENDED DRAWINGS FOR PLUMBING INFORMATION) INDICATES SOUND BATT/FIBEROUS INSULATION ALLOCATION OF RESPONSIBILITY MATRIX CONST. CONSTRUCTION TC TERRA COTTA CONT, CONTINUOUS TEL. TELEPHONE ® INDICATES PLAN VIEW OF HANDICAP ACCESSIBLE CONTR. CONTRACTOR TH.,THK. THICK/THICKNESS TOILET AND/OR NON-ADA TOILET(REFER TO o TPG THE PHILLIPS GROUP CORR. CORRIDOR ARCHITECTURAL DRAWINGS THIS SET FOR INDICATES RIGID INSULATION �� Y) COV'G COVERINGSPECIFICATIONS AND ENGINEERING DRAWINGS FOR M o TYP. TYPICAL LL, w wo w CPT CARPET PLUMBING INFORMATION) z z Z Z z m U.L. UNDERWRITER'S LABORATORIES INDICATES STEEL LU o o�o > CSK COUNTERSINK U .O.N. 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WATERPROOF AUDIO SYSTEMS/VIDEO SYSTEMS © © G.C.TO PROVIDE CONDUIT/PULLSTRING DIM.,DIMEN, DIMENSION WT. WEIGHT WOOD BACKER BOARDS&IN WALL WOOD BLOCKING © Q DIV DIVISION XSECT CROSS SECTION FRAMES AND MERCHANDISING GRAPHICS 0 ® VENDOR TO FURNISH AND INSTALL DN DOWN YD YARD INTERIOR SIGNAGE 0 © G.C.TO COORDINATE DR(S) DOOR(S) BANKING EQUIPMENT(INCLUDING ATM-S) ® ® G.C.TO COORDINATE DWG DRAWING EL. ELEVATION PLUMBING FIXTURES AND BATHROOM ACCESSORIES ® Q EL. ELEV ELEVATOR PANTRY APPLIANCES © 0 ELEC ELECTRICAL EXTERIOR SIGNAGE 010 G.C.TO COORDINATE&PROVIDE BLOCKING ENAM ENAMEL EENGINEER EQ.Q. EQUAL ACCESSIBILITY CLEARANCES EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXG., EXISTING w EXIST. EXPOSED PULL SIDE PUSH SIDE O0 EXP EXTRUDED N COUNTER EXTR FIRE DAMPER z TO TOP F.D. FULL HEIGHT 18 MIN a 30 MIN. FH FIN. FINISH � 455 � N X 760 OF RIM FL., FLR. FLOOR C X z n ¢ FT. FOOT Z o Z o < R o X o ];;760 v Mco FIG. FIGURE g N N N 21 AX ¢ � M o FPRF. FIREPROOF 53 0 FIX, FIXTURE NOTE:X=12 IN.(305 MM)IF THE DOOR -r F.P.S.C. FIREPROOF SELF CLOSING HAS BOTH A CLOSER AND A LATCH SUGGESTED FT.LB. FOOT POUND CABINET HEIGHTS BASE HEIGHT SUPPLY LINES FTG. FOOTING FRONT APPROACHES-SWINGING DOORS 60 MIN. GA. GUAGE 171525 1 ISSUED FOR PERMIT AND BID 02/01/17 NF GAL. GALLON �2 co GALV. GALVANIZED NO. REVISION DATE BY GC GENERAL CONTRACTOR GL. GLASS PUSH SIDE 54 MIN, 54 MIN. PULL SIDE TWO HINGED DOORS IN SERIES 1370 1370 GPM GALLONS PER MINUTE 54 MIN, 17 MIN. 36 MIN, \rch'tecture 1370 z z 430 39-41 MAX. 24 MIN. 915 +12 MIN, 9-41 MAX. 36 MIN. �ij= � I 42 MIN. 42 MIN. 24 MIN. 12 MIN. GYP. GYPSUM 24 MIN. z 990 1040 990 1040 1065 610 305 H HGT. HEIGHT PULL SIDE X 610 PUSH SIDE m Cl) N C rn cv 1065 610 305 12 MAX. 915 "U., r,Co C> CLEAR 12 MAX. HDWRE HARDWARE X � � !�"� 24 MIN. C:) FLOOREE 305 TO TOP 05 TOILET TO TOP H.M. HOLLOW METAL 4 o 610 0 SPACE OF GRAB PAPER OF GRAB HOR HORIZONTAL z r Z M TOILET PAPER BAR u BAR HR HOUR 00 N x o- � o TPG ARCHITECTURE, LLP H.R. HANDRAIL NOTE:X=36 IN.(915 MM)MIN. v 19 MAX x 48 MIN. LO 'r' "' " "' 1300 WALT WHITMAN ROAD MELVILLE NY 11747 HW HOT WATER IF Y=60 IN.(1525 MM): ¢ �n 485 � Z�M o rn w"' - co rn v o m rn , 1220 rn v co M M d �' chi d d d ch d CC) ID INSIDE DIAMETER X=42IN.(1065 MM)MIN. NOTE:Y-48 IN.(1220 MM) oM rn vM vro 7 d rn M M 631.547.7300 TPGARCHITECTURE.COM co IN. INSCH IF Y=54 IN.(1370 MM) MINIMUM IF DOOR HAS BOTH NOTE:Y=54 IN.(1370 MM) 6 MAX.TOE CLEARANCE INCL. INCLUDEIINCLUDING A LATCH AND A CLOSER MINIMUM IF DOOR HAS A CLOSER INFO. INFORMATION KNEE CLEARANCE 150 7-9 7 9 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN INSUL. INSULATE, INSULATING, INSULATION ) 8 MIN 180-230 �161 180-230 NOTE:Y=48 IN. (1220 MM 17 MIN. LAV.DEPTH AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT INT. INTERIOR HINGE-SIDE APPROACHES-SWINGING DOORS MINIMUM IF DOOR HAS A CLOSER 205 430 rL rL MIN.-MAX. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE JAN. JANITOR NOTE:ALL DOORS IN ALCOVES SHALL COMPLY SIDE WALL BACK WALL SIDE WALL BACK WALL LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND KD KNOCK DOWN WITH CLEARANCES FOR FRONT APPROACHES. LATCH-SIDE APPROACHES-SWINGING DOORS LAVATORY CLEARANCES WALL MOUNTED TOILETS FLOOR MOUNTED TOILETS COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, KO KNOCKOUT OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, KW KILOWATT OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED L LENGTH BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. LB V POUNTDRY TYPICAL MOUNTING HEIGHTS NOT TO SCALE STANDARD SYMBOLS PROJECT LH LEFT HAND CAPITAL ONE LHR LEFT HAND REVERSE ALL MOUNTING HEIGHTS FOR OUTLET/DEVICE ARE TYPICAL AS INDICATED BELOW SECURITY CAMERA LINEAR LT. LIGHTELECTRICIAN TO VERIFY AND COMPLY WITH LOCAL BUILDING CODES MOTION SENSOR MATTITUCK, NY MANUF. MANUFACTURER DOOR CHIME(CEILING MOUNTED) MAT'L. MATERIALCN DETAIL NO. 11700 MAIN ROAD CN MAX. MAXIMUM t�7 MECH MECHANICAL FINISH CEILING E IT , MATTITUCK, NY 11952 6" I 6" I FOR CEILING HEIGHTS ABOVE DETAIL NO. C:) MED. MEDIUM RECESSED ELECTRIC RECEPTACLE OUTLET FOR TELEVISION �` 10'-0",VERIFY HEIGHT WITH 1 MEZZ. MEZZANINE CABLE TV OUTLET ARCHITECT Al DRAWING NO.(ON WHICH DETAIL APPEARS) A'I DRAWING MIN. MINIMUM� MISC MISCELLANEOUS CLOCK OUTLET DRAWING NO.(ON WHICH DETAIL APPEARS) GENERAL NOTES 45 MTL. METAL w = _ � STRIKE SIDE HINGE SIDE o N NORTH w Z z o ¢ - NEC NATIONAL ELECTRICAL CODE z m m o U, o z Uj w �\MAG LOCK DETAIL NO. NEMA NATIONAL ELECTRICAL MANUFACTURER'S W z a m 0 j w z } w w ui ��\ LINE OF DOOR FRAME Al O ¢ O w a w ¢ w U U C:) ASSOCIATION a W U u� o `� o v w ¢ - � ¢ ¢ m o 0 o N.I.C. NOT IN CONTRACT w z w w o z w v r, ¢ ¢ v v w a o o ¢ `� LINE OF DOOR DRAWING N0.(ON WHICH DETAIL APPEARS) 1 REVISION N0. C? N0. NUMBER 0 J z w Z a o m z Z CO o a 0 L) C 0 CO w or �~„ ` `� U ¢ ¢ w o ►¢i O U w ¢ U w ¢ w w Z w � SEAL DATE c� o N,T.S.OA NOT TO SCALE ¢ of m v z - U � L-, 10/03/2016 OAD OVERALL DIMENSION o u- � g 0 12 0 w ¢ y a w w w Q o � w J o w O.C. ON CENTER w w v 0 p = w 6" 6" o w o C v w ��� AA PROJECT N0. w o - Y INDICATES c 3516014-00 '- OD OUTSIDE DIAMETER w ,u ,; 0 a w _ w m ¢ v r ¢ o , o a U - ¢ �_ = z w o o w w O DETAIL N0. ALIGNMENT Gj ATTHE OFFICEv) o 00 ¢ J m = C? P r NTS > a - > > o w = gym = a- F_ p PAF PUB C ADDRESS w o i > z F- O w z U o ¢ w ¢ , o�� s 9G ALE w cu o LU 1 , Q — � m U I— f— w w w [� --� DWG NO. � � PCF POUNDS PER CUBIC FOOT � w w w LU CC 6" 6" 6" C? mW0 � OD oc� re 6" � o � � oJ � Q � 0 Al = PERF. PERFORATED o a g > > w � - f- o F- g > w i > LL w m a m o DRAWING NO.(ON WHICH DETAIL APPEARS) UU) 'v0 a = O ~ w ¢ U) 0 w= p Oi0 � 0 "' � LL � - Fn PERM, PERMANENT o z F- w 0 _ - a o 0 32020 N ac Y PERP. PERPENDICULAR ~o `� `�* ¢ w w TO BOTTOM o a w o z 0 �, o Q CO FLOOR BASE O p o O o a o CL o M= �,, / ,'M o o Q a a ROOM N0. 91F�F 42 yO G—001 . 00 PH. PHASE V ces OF OUTLET o d o N o m FLOOR NO. m � M m FINISH FLOOR CAD FILE NO. PAGE N MATTITUCK-G-001.DWG #of# C7 J :1 GENERAL NOTES DEMOLITION NOTES REFLECTED CEILING NOTES POWER & COMMUNICATIONS NOTES MILLWORK NOTES PAINTING FINISH NOTES 1. THE CONTRACT DOCUMENTS ARE ENUMERATED IN THE 21. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & 1. IF APPLICABLE, CONTRACTOR SHALL INSTALL LOCALLY APPROVED 1. ELECTRICAL CONTRACTOR SHALL DISCONNECT, CONNECT, AND 1. ALL ITEMS OF MILLWORK INDICATED ON THE DRAWINGS AND/OR 1. ALL AREAS TO BE PAINTED TO HAVE THEIR SURFACE PREPARED IN AGREEMENT BETWEEN THE OWNER AND CONTRACTOR AND PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL REMOVAL OF ALL DEBRIS, DISCARDED MATERIALS AND/OR FIXTURES AND DEVICES ONLY, PROVIDE NECESSARY ELECTRIC RUNS IN ORDER TO CONFORM WITH SPECIFICATIONS SHALL BE PERFORMED BY SKILLED MECHANICS SUCH A MANNER AS TO ACCEPT BOTH THE PRIME COATS AND THE CONSIST OF THE AGREEMENT, CONDITIONS OF THE CONTRACT ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL EQUIPMENT AS INDICATED ON DEMOLITION DRAWINGS AND IN NEW PLAN. USING THE BEST TECHNIQUES KNOWN TO THE TRADE AND IN FINISHED COATS AS RECOMMENDED BY THE SPECIFIED a_�X� � o(GENERAL, SUPPLEMENTARY AND OTHER CONDITIONS), DRAWINGS, FENCES, BARRICADES, ETC,, AS MAY BE NEEDED TO PROTECT LIFE ACCORDANCE WITH BUILDING MANAGEMENT RULES, APPLICABLE 2. SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE CIRCUITING, CONFORMANCE WITH ALL TRADE STANDARDS, SPECIFICALLY THE MANUFACTURER. IT IS THE INTENT THAT THE G.C. SHALL PROPERLY - � oag= a 10 ml, ml) SPECIFICATIONS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING LAWS AND ENVIRONMENTAL REGULATIONS. EMERGENCY LIGHTING AND EXIT LIGHTING, SMOKE DETECTORS, 2. SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR MOUNTED "PREMIUM GRADE" QUALITY STANDARDS AND THE GUIDELINES FOR PREPARE ALL EXISTING WALLS, COLUMNS, PERIMETER WALLS, CONTRACT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND JURISDICTION OVER THIS WORK. THEY SHALL REPAIR, AT THEIR OWN STROBE LIGHTING, ALARM SPEAKERS, SWITCHING AND RELATED OUTLETS SHALL BE INSTALLED BY COMPETENT MECHANICS IN A FIRST "HIGH PRESSURE LAMINATE" OF THE ARCHITECTURAL WOODWORK CEILINGS, SOFFITS, FASCIAS, WINDOW POCKETS, DOORS AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. THE COST,ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED 2. ALL EXISTING PARTITIONS IN DESIGNATED AREAS TO BE REMOVED IN WORK, LIGHT SWITCHES AND DIMMERS AS INDICATED ON THE CLASS MANNER. INSTITUTE. FRAMES, PLUS ANY OTHER SURFACES NEW AND/OR EXISTING THAT CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY THEIR OPERATION. THEIR ENTIRETY FROM SLAB TO SLAB INCLUDING ALL FINISHES, ARCHITECT'S PLANS ARE FOR LOCATION ONLY, CONTRACTOR IS TO ARE DESIGNATED TO RECEIVE NEW PAINT. ALL THESE AREAS TO BE /y BY APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES DRYWALL,TRACKS,STUDS, INSULATION AND ELECTRICAL DEVICES. VERIFY ALL LIGHT FIXTURE WATTAGE (MAX.) AND PROVIDE PROPER 3. EXCEPT AS NOTED,ALL ELECTRICAL AND VOICE/DATA WALL OUTLETS 2. MILLWORK SUBCONTRACTOR TO SUBMIT (4) SETS OF SHOP PROPERLY PREPARED INCLUDING TAPED, SPACKLED, SANDED, CLIENT: AND REGULATIONS, AND LAWFUL ORDERS OF PUBLIC AUTHORITIES 22. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE NUMBER OF SWITCHES AT THAT LOCATION TO THE CIRCUITING OF ARE TO BE MOUNTED AT 15"A.F.F.AT THE BOTTOM OF OUTLET. REFER DRAWINGS PLUS (3) SAMPLES OF ALL WOOD VENEERS TO THE POLISHED, FILLED AND PATCHED SMOOTH, IN ORDER TO RECEIVE APPLICABLE TO PERFORMANCE OF THE WORK. PROJECT THROUGH INSPECTION OF THE SITE, DRAWINGS, AND 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY THOSE ITEMS. TO ELECTRICAL PLAN FOR ADDITIONAL INFORMATION. IT IS THE ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO NEW PAINT AS SPECIFIED. NOTE: THIS ALSO APPLIES TO ANY AREA r172 is SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. LIGHTING&POWER IN AREA OF WORK. CONTRACTOR'S RESPONSIBILITY TO MAKE SURE HEIGHT OF ALL FABRICATION OF ANY WORK. RECEIVING SPECIAL WALL TREATMENTS. '...�+�""°► 2. THE TERMS "GENERAL CONTRACTOR, G.C., CONSTRUCTION ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED 3. SEE ENGINEER'S DRAWINGS FOR ALL CEILING DIFFUSERS,DUCT'NORK OUTLETS CONFORM WITH THE LOCAL,STATE,AND FEDERAL BUILDING MANAGER/MANAGEMENT" ,AND "CONTRACTOR" SHALL BE TO THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK, IT IS 4. GENERAL CONTRACTOR SHALL HAVE A LICENSED ELECTRICIAN ON LAYOUTS TRANSFER D T F IBLE LINK I N IF ANY DI N RF ARE N T PE IFI ALLY MENTIONED j -,- ` UC S, US S, RETURN AIR GRILLS AND CODES, NOTIFY ARCHITECT IN WR TI G SCREPA CY OCCURS 3. MILLWORK SUBCONTRACTOR SHOULD INSPECT THE ALIGNMENT OF 2. WHERE ITEMS OR SU ACES 0 S C C UNDERSTOOD TO BE THE SAME UNLESS SPECIFICALLY NOTED THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT PREMISES DURING DEMOLITION AFFECTING ELECTRICAL LINES IN DAMPERS, ETC, ARCHITECT'S DRAWINGS INDICATE DIFFUSERS FOR PRIOR TO INSTALLING OUTLETS. ALL GYPSUM BOARD CONSTRUCTION & SHOULD NOTIFY THE PAINT THE SURFACE TO MATCH ADJACENT MATERIALS AND NOTIFY 01"�_-'"'"" �R'" OTHERWISE. DISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATION AREA OF WORK. LOCATION ONLY. WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECT OF ANY CONDITION THAT WOULD PREVENT THEM FROM ARCHITECT AS TO WHICH COLOR TO BE USED. CONTRACTOR TO LJEngineedng D.P.C./we engineer success OBTAINED FROM THE ARCHITECT PRIOR TO WORK BEING DONE, ANY ENGINEERING AND ARCHITECTURAL DRAWINGS REGARDING 4. IF OUTLET DIMENSION CALLS FOR MORE THAN 24" A.F.F., OUTLETS COMPLETING THEIR WORK. INCLUDE IN SCOPE OF WORK PAINTING OF THOSE UNMARKED AREAS, 116 West 32nd Street,12th Floor,New York, P 212.643.9055 F 212.643.0503 www.mgedpc.negedpc.net 3. THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES WORK THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY 5. ANY AND ALL ELECTRICAL, DATA AND TELEPHONE RECEPTACLES, LOCATIONS,ARCHITECTURAL DRAWINGS SHALL GOVERN. (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) SHALL BE UNLESS OTHERWISE NOTED. REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED PERFORMED, REPLACED OR REPAIRED WITH THE COST FOR SAME WIRING, CABLES, CONDUITS, ETC. IN ARES OF DEMOLITION TO BE MOUNTED HORIZONTALLY, 4. ALL MILLWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE FROM VEP ENONEEk OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, BEING BORNE BY THE CONTRACTOR, THEY SHALL VERIFY ALL REMOVED IN THEIR ENTIRETY BACK TO THEIR SOURCES. PANEL 4. GENERAL CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN MACHINE OR TOOL MARKS, ABRASIONS OR RAISED GRAIN ON 3. G.C. TO PERFORM ALL PREPARATION AND CLEANING OF ALL MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE DIMENSIONS FOR COORDINATION. DIRECTORIES SHALL BE UPDATED ACCORDINGLY. AND NECESSARY SHOP DRAWINGS COORDINATING ALL TRADES, 5. CENTERLINE-TO-CENTERLINE DIMENSIONS OF ANY OUTLET PAIR EXPOSED SURFACES.JOINTS SHALL BE TIGHT AND SO FORMED AS TO SURFACES TO BE PAINTED, IN ACCORDANCE WITH PAINT PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S SHOWING THE LOCATION OF SUSPENSION MEMBERS, LIGHT SHALL NOT EXCEED 6". CONCEAL SHRINKAGE. MITERS OR MORE FROM HEEL TO POINT SHALL MANUFACTURERS INSTRUCTIONS AND AS SPECIFIED FOR EACH OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART 23, THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO TRADE OR 6. AT COMPLETION OF DEMOLITION ALL DAMAGED FIREPROOFING & FIXTURES, EMERGENCY AND EXIT LIGHTING, HVAC DUCTS, DRAPERY BE GLUED 4" AND FEATHERED, LOCKED, SPLINED, AND DOWELED. SUBSTRATE, PROVIDE NECESSARY BARRIER COATS OVER OF THE PROJECT, IF THE CONTRACTOR PERFORMS WORK JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS FIRESTOPPING ON EXISTING BUILDING STRUCTURAL COMPONENTS POCKETS, FIRE DAMPERS, ACCESS DOORS, SPRINKLERS AND PIPES, 6. ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE TENONS AND DOWELS SHALL BE OF HARDWOOD AND SPACED NOT INCOMPATIBLE PRIMERS OR REMOVE AND RE-PRIME AS REQUIRED, KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, STATUTES, OF INSTALLATION, INCLUDING THOSE OF CONTRACTORS WHICH HAVE ARE TO BE RESTORED TO ITS ORIGINAL FIRE INTEGRITY. FASCIAS, SOFFITS, EXPOSED CEILINGS AND ALL OTHER ITEMS STAGGERED. LESS THAN 3" ON CENTER. JOINTS SHALL BE MADE WITH NOTIFY ARCHITECT IN WRITING OF ANY ANTICIPATED PROBLEMS IN ORDINANCES, CODES, RULES, REGULATIONS, OR LAWFUL ORDERS BEEN SEPARATELY CONTRACTED BY THE OWNER (TENANT). SHOULD PENETRATING ORATTACHED TO THE CEILING. WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE. ALL USING THE SPECIFIED COATING SYSTEM. REMOVE ALL HARDWARE, OF PUBLIC AUTHORITIES, THE CONTRACTOR SHALL ASSUME ANY DELAYS OCCUR ON THE JOB SITE THROUGH VIOLATIONS OF THIS 7. AT COMPLETION OF DEMOLITION ALL OPENINGS IN CONCRETE SLAB 7. ALL NEW VOICE/DATA AND ELECTRICAL OUTLETS TO BE INSTALLED ON EXPOSED WORK SHALL BE FULLY ASSEMBLED IN THE SHOP IN AS PLATES, FIXTURES AND SIMILAR ITEMS NOT TO BE FINISH PAINTED, OR APPROPRIATE RESPONSIBILITY FOR SUCH WORK AND SHALL BEAR CLAUSE, THE CONTRACTOR WILL REIMBURSE THE OWNER (TENANT) TO BE FILLED TO MATCH EXISTING THICKNESS & MATERIALS. 5. ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD PRIDR TO AN EXISTING WALL SHOULD BE FLUSH MOUNTED WITH THE FINISHED LARGE UNITAS PRACTICAL,THEN DELIVERED AND INSTALLED. PROVIDE SURFACE-APPLIED PROTECTION PRIOR TO SURFACE THE COSTS ATTRIBUTABLE TO THE CORRECTION. THE GENERAL FOR ALL COSTS AND DAMAGES. CONCRETE FLOOR SLAB SHALL BE LEFT SMOOTH, LEVEL & CLEAN. INSTALLATIONS, AND THEIR LOCATIONS TO BE APPROVED BY THE WALL SURFACE. CHOP OUT THE WALL AS REQUIRED TO RECESS THE PREPARATION AND PAINTING OPERATIONS. FOLLOWING COMPLETION CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS, DIMENSIONS SHOP VACUUM AT COMPLETION OF DEMOLITION. ARCHITECT. JUNCTION BOX AND CONDUIT,AND PATCH THE WALLAS REQUIRED. 5. SCREW AND GLUE ALL JOINTS AND CONNECTIONS. NO NAILING OF THE PAINTING, REINSTALL ALL ITEMS REMOVED AND PAINT TOUCH AND DETAILS PRIOR TO CONSTRUCTION, AND AS ANTICIPATED OR 24. THE CONTRACTOR AND ALL THEIR SUBCONTRACTORS SHALL PERMITTED, UP OR PATCH AND FILL SURFACES WHICH HAVE BEEN DAMAGED BY INFERRED PRIOR TO PRICING OR BIDDING. INDEMNIFY, DEFEND, AND SAVE HARMLESS THE OWNER, ITS 6. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM, UVLESS 8. ALL EXISTING ELECTRICAL OUTLETS TO BE CAPPED SHALL HAVE THE REMOVAL OF ITEMS MENTIONED ABOVE. BEFORE APPLYING PAINT 4. PRIOR TO THE START OF AN`(AND ALL WORK, TPG ARCHITECTURE EMPLOYEES, AND AGENTS NTS, AGAINST AIES, AND THE ND FROM ANYRCHI E CLAIMS, CONSTRUCTION NOTES CT, THEIR OTHERWISE NOTED. ELECTRICAL DEVICE, BACKBOX AND ALL THE WIRING REMOVED. 6. MILLWORK SUBCONTRACTOR SHALL USE ONLY FIRE-RETARDANT TO ALL SURFACES, REMOVE IMPERFECTIONS, INCLUDING BUT NOT ANDPATCH HOLE AS REQUIRED. WOOD. LIMITED TO DIRT, DUST, RUST, GREASE, CONTAMINANTS, MOISTURE, LLC, TPG PLANNING AND DESIGN LLC, TPG ARCHITECTURE LONG DEMANDS, ACTIONS BY LAW, LIABILITIES, PENALTIES, LOSSES, 7. G.C. SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILI-Y OF LOOSE PAINT, FOREIGN SUBSTANCES AND OTHER CONDITIONS ISLAND,TPG ARCHITECTURE AND TPG, HEREINAFTER REFERRED TO EXPENSES, COSTS (INCLUDING ATTORNEY'S FEES) AND JUDGMENTS 1. FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN THE FIELD LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM, 9. GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED CONDUIT, 7. ALL HIGH-PRESSURE PLASTIC LAMINATE WORK SHALL BE SOLID, IN DETRIMENTAL TO PROVIDING A PROPER PAINTED SURFACE. AS "ARCHITECT", SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OF EVERY CHARACTER WHATSOEVER FOR OR RESULTING FROM BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO CABLES AND VOICE MATA WIRING COMPLETELY FROM AREAS IN ONE PIECE AND WITHOUT SPLICE JOINTS (EXCEPT WHERE OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY COMMENCEMENT OF ANY WORK. 8. ALL SWITCHES/DIMMERS TO BE MOUNTED AT 3-2" A.F.F. TO CENTER SCOPE OF THIS CONTRACT. PROHIBITED BY THE MAXIMUM AVAILABLE SIZE OF THE COMPLETION OF THE WORK. OF THE CONTRACTOR, THE OWNER, OR THE ARCHITECT) AND THEIR LINE OF SWITCHMIMMER. MULTIPLE SWITCHES AND/OR DIMMERS TO MANUFACTURED PLASTIC LAMINATE MATERIALS) AND SHALL BE FLOORING FINISH NOTES RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) AND FOR OR 2. ALL PARTITION DIMENSIONS ARE FROM FINISHED SURFACE UNLESS BE GANGED AND PROVIDED WITH SINGLE GANG PLATE. 10. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED BONDED TO THE CORE STOCK USING THE "HOT PLATE" PRESS 5. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SPECIFICALLY RESULTING FROM AND EMPLOYEES) AND FOR OR RESULTING FROM OTHERWISE NOTED, VOICE/DATA OR ELECTRICAL OUTLETS FOR ANY REASON, THE METHOD. ALL EDGES AND EXPOSED CORNERS TO BE FINELY JOINED; QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL PERSONAL INJURIES, SICKNESS, AND DISEASE(INCLUDING DEATH)TO 9. GENERAL CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL LIGHT CONTRACTOR SHALL NOTIFY THE ARCHITECT'S FIELD UNSIGHTLY JOINTS, NICKS, SCRATCHES, CHOPS, DEFECTS, WAVY OR 1. GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS SHALL FLASH RESPECTS BY THE GENERAL CONTRACTOR, AND HE WILL BE OR SUSTAINED BY ANY PERSON (INCLUDING BUT NOT LIMITED TO THE 3. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT,SHALL BE FIRE FIXTURES,USE MANUFACTURER'S SPECIFIED LAMPS. REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION PRIOR UNEVEN LAMINATION WILL BE REJECTED, IF JOINTS ARE REQUIRED PATCH AND PREPARE ALL FLOORS AS REQUIRED TO OBTAIN A RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES CONTRACTOR, THE OWNER, AND THE ARCHITECT AND THEIR RESISTANT MATERIAL IN ACCORDANCE WITH ALL APPLICABLE CODES. TO THE START OF ANY WORK. DUE TO LENGTH OF UNIT, JOINTS TO BE CENTERED SYMMETRICALLY SMOOTH AND LEVEL SURFACE SUITABLE FOR PROPER INSTALLATION THEREOF FOR ALL WORK SHOWN ON ALL CONTRACT DOCUMENTS. RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) OCCURRING IN 10. ALL LIGHT FIXTURES TO REMAIN OR BE REUSED, THE GEVERAL OVER THE LENGTH OF THE UNIT. OF ALL FLOORING MATERIALS. CONTRACTOR SHALL INSPECT ALL SUB OR ABOUT THE CONSTRUCTION SITE, OR ARISING OUT OF OR 4. ALL GYPSUM BOARD PARTITIONS, CEILINGS, FASCIAS, AND SOFFITS CONTRACTOR SHALL CLEAN, RELAMP, AND REPLACE ALL FAULTY 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND FLOORS OF PROJECT INCLUDING BUT NOT LIMITED TO ACTUAL 6. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE HIMSELF SUFFERED WHILE ENGAGED IN OR CAUSED IN WHOLE OR IN PART BY SHALL BE PROPERLY BRACED. BRACING SHALL INCLUDE THE BALLASTS AND/OR BALLASTS NOT CONFORMING TO THE LATEST HOOKUP OF ALL ELECTRIFIED RACEWAYS THROUGH THE SYSTEMS 8. ALL SURFACES TO BE LAMINATED (PLASTIC LAMINATE OR VENEERED) CONDITION OF SLAB AND LEVELNESS OF FLOOR OVER ENTIRE SPACE WITH THE GENERAL NOTES, -SPECIFICATIONS, AND DRAWINGS AND THE PERFORMANCE OF OR FAILURE TO PERFORM THE WORK. THE APPROPRIATE BLOCKING AND STRUCTURAL SUPPORTS NECESSARY LOCAL BUILDING CODE. FURNITURE AS SPECIFIED. IT WILL BE THE GENERAL CONTRACTOR'S SHALL BE WITH THE SAME TYPE OF MATERIAL ON THE BOTH SIDES AND INCLUDE ANY AND ALL LEVELING AS REQUIRED IN SCOPE OF DETERMINE WHICH NOTES APPLY DIRECTLY TO HIS FOREGOING AGREEMENT SHALL NOT EXTEND TO THE OWNER IN THE TO ACCOMMODATE THE WEIGHT LOAD OF THE SPECIFIED PRODUCT RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE SYSTEMS (BACKING) WHETHER VISIBLE OR NOT. PANEL AND PLYWOOD BACKS WORK WITHOUT EXCEPTION. RESPONSIBILITY. EACH SUB-TRADE WILL BE RESPONSIBLE FOR CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM THE OF DETAIL. 11. G.C. TO PROVIDE APPROPRIATE SIZED CUTOUT ABOVE CEILING FURNITURE SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT NOT EXPOSED TO VIEW SHALL BE VENEERED WITH THE SAME REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING THEIR SOLE NEGLIGENCE OF THE OWNER, ITS AGENTS, SERVANTS, OR WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, AS RECUIRED SYSTEM. SPECIES AND THICKNESS OF VENEER USED FOR THE FACES, FOR 6. ALL FLOORING MATERIALS THAT HAVE PATTERNS, CONTRACTOR TO WORK AS APPLICABLE. ALL WORK INDICATED OR INFERRED ON THE EMPLOYEES AND SHALL NOT EXTEND TO THE ARCHITECT, HIS 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING AND FOR CIRCULATION OF RETURN AIR TO HVAC SYSTEM. FURNISI AND BALANCED CONSTRUCTION. HOWEVER, THE VENEERED SURFACES SUBMIT SEEMING DRAWINGS AND OR PATTERN DRAWINGS FOR DRAWINGS WILL BE ACCOUNTED AND INCLUDED IN ALL AGENTS, SERVANTS, OR EMPLOYEES IN THE CASE OF DAMAGE OR SPACKLING [(3)COATS MINIMUM]ON ALL GYPSUM BOARD,AS WELL AS INSTALL FIRE DAMPERS AS REQUIRED TO MAINTAIN THE INTEGRTY OF 12. DO NOT INSTALL COVER PLATES TO ALL VOICE/DATA AND ELECTRICAL NOT EXPOSED TO VIEW NEED NOT BE MATCHED. ARCHITECTS REVIEW & APPROVAL. CONTRACTOR SHALL INCLUDE CONTRACTORS'COSTS. INJURIES CAUSED BY OR RESULTING FROM THE SOLE NEGLIGENCE PATCHING AND REPAIRING ALL WALLS, CEILINGS, AND COLUMNS TO RATED WALLS. FLOOR OUTLETS UNTIL CARPET IS INSTALLED. SUPPORTING CERTIFIED LABORATORY TEST DATA INDICATING THAT OF THE ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES OR REMAIN AS EXISTING, 9. MILLWORK CABINETRY WHERE THE DOORS HAVING PLASTIC SPECIFIED FLOOR MATERIAL MEETS OR EXCEEDS SPECIFIED TEST 7, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS, PLANS, DESIGNS, 12. GENERAL CONTRACTOR SHALL REMOVE CEILING TILE(S) AS 13. NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED TO LAMINATE FACES SHALL ALSO HAVE BACKS AND EDGES OF THE SAME REQUIREMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING OR SPECIFICATIONS PREPARED, ACQUIRED, OR USED BY THE 6. ALIGN PARTITIONS WHERE NEW WALLS ABUT EXISTING COLUMN REQUIRED BY THE VOICE, DATA, AN, SECURITY AND SIGNAL ;,ABLE LIGHTING CIRCUITS. PLASTIC LAMINATE AS THE FACE. DRAWERS HAVING PLASTIC PERMIT AS WELL AS FOR THE OTHER PERMITS, FEES, LICENSES, ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES. IT BEING AND/OR WALLS: VENDOR OR OTHER TRADES AUTHORIZED FOR INSTALLATION EY THE LAMINATE FACES SHALL HAVE BIRCH VENEER SOLID CORE INTERIOR 7. CONTRACTOR TO EXAMINE ALL AREAS & CONDITIONS WHERE AND INSPECTIONS BY GOVERNMENT AGENCIES NECESSARY FOR UNDERSTOOD AND AGREED THAT FOR THE PURPOSES OF THIS OWNER. ALL CEILING TILES MUST BE REPLACED WHEN WORK IS 14. PROVIDE TAMPERPROOF CIRCUIT BREAKER CLAMPS ON ALL CONSTRUCTION (BOTTOM AND SIDES) WITH CLEAR LACQUER FINISH. FLOORING MATERIALS ARE TO BE INSTALLED AND CORRECT ANY PROPER EXECUTION AND COMPLETION OF THE WORK THAT ARE SENTENCE NEITHER THE CONTRACTOR NOR ANY OF ITS AGENTS, A. DRYWALL TO PLASTER OR DRYWALL: REMOVE EXISTING CORNER COMPLETED, DEDICATED CIRCUIT BREAKERS, DRAWER FRONT AND SIDES TO BE GROOVED TO RECEIVE (3) PLY CONDITIONS DETRIMENTAL TO THE PROPER INSTALLATION OF WORK CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, BEAD TAPE AND SPACKLE JOINT [(3) COATS MINIMUM] EXCEPT AT BOTTOM PIECE, WITHIN THE ALLOCATED TIME SCHEDULE. CONTRACTOR TO INSPECT AND LEGALLY REQUIRED AT THE TIME BIDS ARE RECEIVED OR SERVANT, OR EMPLOYEE OF EITHER THE OWNER OR THE ARCHITECT COLUMN WHERE GYPSUM BOARD WILL PASS OVER COLUMN FACE. 13. ALL THERMOSTATS, NEW AND EXISTING, TO BE INSTALLED NT 54" 15. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS FOR ALL ALL SURFACES TO RECEIVE FLOORING AND MAKE SURE ALL AREAS NEGOTIATIONS CONCLUDED. AND NEITHER THE ARCHITECT NOR ANY OF THEIR AGENTS, A,F,F. IN LOCATIONS APPROVED BY THE ARCHITECT, UVLESS CIRCUIT BREAKERS AT ALL ELECTRICAL PANELS ON THE PROJECT, 10. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL ARE FREE FORM GRIT, LOOSE PARTICLES AND SURFACE SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, B, PLASTER TO PLASTER: REMOVE EXISTING CORNER BEAD. OTHERWISE NOTED, CONTRACTOR ON THE LOCATION AND INSTALLATION OF ALL IRREGULARITIES, FILL ALL CRACKS AND HOLES IN SUB-FLOORING 8. THE OWNER RESERVES THE RIGHT TO ALLOW OTHER SERVANT,OR EMPLOYEE OF THE OWNER. REINFORCE JOINT WITH WIRE MESH AND PLASTER TO FORM A 16. VOICE/DATA FLOOR AND WALL OUTLET BOXES SHALL BE CAPABLE OF GROUNDS AND BLOCKING INSIDE NEW OR EXISTING PARTITIONS/WALL WITH APPROPRIATE PATCHING COMPOUND AS RECOMMENDED BY CONTRACTORS TO PERFORM WORK IN CONNECTION WITH THE SMOOTH, PLUMB,CONTINUOUS SURFACE. 14. INSTALL DIRECTIONAL ACOUSTICAL TILE WITH THE GRAIN IN ONE FULLY HOUSING THE VOICE/DATA COMPANY'S PREWIRED AMPHENOL CONSTRUCTION RELATED TO MILLWORK THAT NEEDS TO BE WALL MANUFACTURER. PROJECT, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE 25, ALL CONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST-CLASS, DIRECTION ONLY IN ANY SINGLE SPACE. CONNECTORS, BOTH FOR SINGLE LINE EXTENSIONS AND FOR CALL SUPPORTED, INCLUDING ANY OF CLIENTS FURNITURE SYSTEMS FOR COORDINATION OF WORK AND ESTABLISHING SCHEDULES FOR SKILLFUL MANNER, MATCHING & ALIGNING ALL SURFACES WHERE 7. GENERAL CONTRACTOR SHALL CAP ALL EXPOSED EXISTING PIPING DIRECTORS. WHICH ALSO REQUIRES GROUNDS AND BLOCKING TO SUPPORT 8. CONTRACTOR TO FURNISH AND INSTALL NON STAINING TYPE ALL TRADES; THEY SHALL AFFORD OTHER CONTRACTORS APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE. NOT BEING USED BEHIND FINISH SURFACE, 15. G.C. IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER THE WEIGHT. CONCRETE SLAB PRIMERS, PLUS TROWELABLE UNDERLAYMENTS AND REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT & INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN REPORT TO 17. G.C. SHALL COORDINATE WITH THE ELECTRICAL AND MILLWORK PATCHING COMPOUNDS AS RECOMMENDED BY FLOORING STORAGE OF THEIR MATERIALS AND EQUIPMENT AND THE REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF G.C. AND ALL SUBCONTRACTORS TO PROVIDE ACCESS DOORS FOR THE ARCHITECT'S AND ENGINEER'S OFFICE FOR REVIEW AND CONTRACTORS TO PROVIDE CUTOUTS IN FIELD, AS REQUIRED, FOR 11, WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS AND MANUFACTURER. ALL CARPET ADHESIVES ARE TO BE EXECUTION OF THEIR WORK. THE TRADE. ALL ADJACENT SURFACES TO THEIR WORK SHALL BE ALL PLUMBING, ELECTRICAL, HVAC, ETC, AS REQUIRED TO ACCESS APPROVAL. EXTENSION OF ELECTRIC OUTLETS, CABLES, ETC. INTO FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR, WATER-RESISTANT, NON STAINING TYPES AND MUST COMPLY WITH LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE EQUIPMENT OR CONTROLS. LOCATION(S) TO BE APPROVED BY THE CABINETWORK AS SPECIFIED. CUTOUTS FOR SWITCHES, OUTLETS, AND WIRING DEVICES TO BE FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPETS AS 9. CONTRACTOR SHALL PREPARE AND ISSUE ALL WORK TO CONFORM CONTRACTOR'S WORK TO BE DONE. CONTRACTOR SHALL PROPERLY ARCHITECT. 16. IF CEILING GRID REQUIRES CUT TILES, ANY CUT TILES THAT ARE INSTALLED IN CABINETRY IN THE FIELD ARE BY THE WOODWORK RECOMMENDED BY CARPET MANUFACTURERS, CARPET PADDING OR TO THE GENERAL CONSTRUCTION SCHEDULE AND SHALL PROTECT ALL ADJACENT SURFACES DURING THE COURSE OF THIS VISIBLE SHALL HAVE A FINISHED EDGE. CONTRACTOR MAY INCLUDE 18. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE CONTRACTOR AND ARE TO BE COORDINATED BY THE GENERAL CUSHIONS TO BE USED ON PROJECTS SHALL USE MANUFACTURER'S COOPERATE WITH OTHER CONTRACTORS IN THE REQUIRED INSTALLATION. ALL NEW & EXISTING GLASS, HARDWARE, WOR THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EITHER PREFABRICATED TILES TO THAT DIMENSION AND/OR FINISH ELECTRICAL REQUIREMENTS FOR ALL DOOR HARDWARE, HVAC CONTRACTOR. RECOMMENDED ADHESIVES, ALL MATERIALS TO BE MILDEW SEQUENTIAL INSTALLATION OF OTHER CONSULTANTS' PRODUCTS. CONSTRUCTION SHALL BE THOROUGHLY CLEANED IN A MANNER ALL EXISTING CONDITIONS ON THE SITE WHICH MIGHT REQUIRE THE CUT EDGE OF TILE,TO MATCH CEILING TILE. EQUIPMENT, EXHAUST FANS, WATER HEATERS, AND SPECIAL RESISTANT. SCHEDULE TO BE UPDATED 'WEEKLY DURING CONSTRUCTION AND ACCEPTABLE TO THE OWNER, ACCESS DOORS, AND SHALL INCLUDE IN THEIR BID COST OF EQUIPMENT, ETC. 12. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE ISSUED FOR REVIEW TO ALL PARTIES. FURNISHING AND INSTALLING THESE ACCESS DOORS. 17. AT END OF PROJECT CONTRACTOR TO REALIGN ALL CEILING TILE AND REQUIRED FOR FINISHED INSTALLATION OF CABINETS. 9. METAL EDGE STRIPS TO BE USED ON PROJECT WHEN CARPET IS UP 26. THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE GRIDS A SQUARE AND LEVEL INSTALLATION. CONTRACTOR TC ALSO 31, G.C. TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL CABLE RUNS AGAINST ANY STONE TYPE FLOORING. VINYL/RUBBER EDGE STRIPS 10. DRAWINGS ARE NOT TO BE SCALED;DIMENSIONS GOVERN. DRAWINGS AND SPECIFICATIONS REGARDING THE LOCATIONS AND 8. ALL EXISTING DOORS, DOOR FRAMES OR HARDWARE TO REMAIN OR PROVIDE CAULKING AND SEALING AT ALL EDGE MOLDINGS AND FROM ORIGINATION TO TERMINATION POINT AT SERVER RACKS. 13. FIELD VERIFY LOCATION OF ALL HOLES THROUGH ALL NEW FOR OTHER APPLICATIONS, U.O.N. IF USING RUBBERIZED HAIR&JUTE EXTENT OF BLOCKING OR GROUNDS, AS WELL AS ANY STRUCTURAL BE REUSED SHALL BE PATCHED, REPAIRED, UNDERCUT, OR ADJACENT WALLS AND SOFFITS. COUNTERTOPS AND MILLWORK. PROVIDE A GROMMET INSERT AT PADDING/CUSHION USE DOUBLE GLUE INSTALLATION METHOD, U.O.N. 11. ALL WORK IS TO CONFORM TO ARCHITECT'S DRAWINGS AND STEEL OR METAL ANGLES AS MAY BE REQUIRED INSIDE WALLS FOR ADJUSTED AS REQUIRED FORA PROPER INSTALLATION. 32, PRIOR TO INSTALLING ANY OUTLETS, SWITCHES OR OTHER EACH LOCATION WERE ELECTRICAL, VOICE/DATA OUTLETS OCCUR. AT LOCATIONS OF CROSS JOINTS FOR CARPET INSTALLATION, SPECIFICATIONS AND SHALL BE NEW AND BEST QUALITY OF THE PURPOSES OF SUPPORTING MILLWORK. THE GENERAL CONTRACTOR ELECTRICAL DEVISES, THE GC TO VERIFY HEIGHTS AS THEY RELATE SEE DETAILS FOR SIZES, LOCATIONS AND FINISHES OF GROMMET. CONTRACTOR TO SEAM AT CONSPICUOUS LOCATIONS NEAR DOORS, 1 ISSUED FOR PERMIT AND BID 02/01/17 NF KINDS SPECIFIED. SHALL ENSURE THAT THE COSTS OF SUCH BLOCKING, GROUNDS, 9. ALL DOORS (NEW AND EXISTING) SHALL HAVE DOOR STOPS AND TO LOCAL, STATE, AND FEDERAL BUILDING CODES FOR EACH OUTLET AVOID OCCURRENCE AT DOORWAYS OR HIGH TRAFFIC AREAS. AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE CARPENTRY BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR MOUNTED TYPE. IF OUTLET HEIGHT TO BE CHANGED NOTIFY ARCHITECT OF 14. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL COUNTERS SUBMIT AND REVIEW SEAMING DIAGRAM WITH ARCHITECT, PRIOR TO NO. REVISION DATE BY 12. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED, OR MISCELLANEOUS ARCHITECTURAL METALS SUBCONTRACTORS' TYPE, UNLESS OTHERWISE NOTED. DISCREPANCY,PRIOR TO INSTALLATION. TO BE LOCATED OVER FILES, AND PROVIDE A STABLE TEMPORARY INSTALLATION. INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED SCOPE OF WORK, SUPPORT UNTIL FILES ARE DELIVERED FOR INSTALLATION. AS DIRECTED BY THE SUPPLIER/MANUFACTURER, IN ACCORDANCE 10. CONTRACTOR SHALL FURNISH AND INSTALL FIRE RETARDANT 33. GC IS RESPONSIBLE TO COORDINATE INSTALLATION OF ANY AND ALL CONTRACTOR TO PROVIDE FILLER STRIPS AS REQUIRED BETWEEN 10. PROTECT FINISHED FLOORING ONCE INSTALLED USING EF WITH ACCEPTED INDUSTRY STANDARD PRACTICE AND IN 27, BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE SHALL BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, WHERE WALL OUTLETS INDICATED ON PROJECT. IF ANY NEW OUTLET ON PROJECT FILE CABINETS AND COUNTERTOPS, AND BETWEEN CABINETS AND MANUFACTURER'S RECOMMENDED PROTECTION INCLUDING COMPLIANCE WITH PRODUCT WARRANTY, HAVE ACCESS TO THE DEMISED PREMISES AT ALL TIMES, AND TO THE MOUNTED EQUIPMENT OR CABINETRY IS INDICATED. BLOCKING TO BE CONFLICTS WITH MILLWORK, FURNITURE, OR ANY OTHER SURROUNDING WALLS AND CEILINGS. TEMPORARY PROTECTION DURING THE REMAINDER OF -�-'' \rchlotecture FACTORY OR SHOP OF ANY OF THE SUBCONTRACTORS. SIZED ACCORDINGLY TO THE WEIGHT. ARCHITECTURAL FEATURE, GC IS TO RELOCATE OUTLETS AND PATCH CONSTRUCTION PERIOD. 13. ALL SUBCONTRACTORS' SHOP DRAWINGS SHALL BE SUBMITTED TO PARTITIONS, FLOORS AND/OR CEILINGS AS NECESSARY IN ORDER TO THE ARCHITECT FOR APPROVAL THROUGH THE GENERAL 28. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OR OPENINGS 11. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND RECEIVE NEW FINISH. WHEN FURNITURE CASE-GOODS AND SYSTEMS CONTRACTOR PRIOR TO WORK BEING PERFORMED, UNLESS TRUE AND OF PROPER SIZE IN THEIR OWN WORK, OR CUT SAME IN INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED FOR THE ARE USED ON PROJECT, GC AND THEIR SUBCONTRACTORS TO TPG ARCHITECTURE, LLP OTHERWISE NOTED. EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION INSTALLATION OF ANY WINDOW BLINDS OR TREATMENTS, MILLWORK COORDINATE LOCATIONS OF ALL OUTLET TYPES WITH CLIENT'S OF THEIR OWN OR OTHER CONTRACTOR'S WORK, INCLUDING THOSE AND ANY WALL SUPPORTED FURNITURE ITEMS TO BE INSTALLED BY FURNITURE DEALER AND/OR OTHER CONTRACTORS/CONSULTANTS 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 14. THE GENERAL CONTRACTOR SHALL MAINTAIN AND OPERATE AN ON WHICH HAVE BEEN SEPARATELY CONTRACTED BY THE OWNER, THE CLIENT'S FURNITURE DEALER. WORKING ON PROJECT SO THAT EACH AND EVERY OUTLET TYPE 631.647.7300 1 TPGARCHITECTURE.COM SITE FIELD OFFICE TELEPHONE, FAX MACHINE AND EMAIL ACCESS CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING DOES NOT CONFLICT WITH FURNITURE AND/OR CREATES A TRIPPING AT ALL TIMES DURING THE COURSE OF CONSTRUCTION WORK. PROPER LOCATION AND SIZE OF SAME. IN CASE OF THEIR PROPER 12. WHERE METAL AND GLASS PARTITION IS SPECIFIED, G.C. SHALL BE HAZARD OR EXPOSES OUTLET WHEN IT SHOULD HAVE BEEN IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, THEY SHALL RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF FLOOR SLAB AS CONCEALED OR HIDDEN. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 15. ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL CUT THEM AFTERWARDS AT THEIR OWN EXPENSE. NO EXCESSIVE MAY BE REQUIRED FOR A PLUMB, LEVEL INSTALLATION. GC TO PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE TIMES, CUTTING WILL BE PERMITTED NOR SHALL ANY STRUCTURAL PROVIDE CAULKING AND SEALING AT ALL LOCATIONS OF DRYWALL LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. PARTITION AND METAL GLASS FRAME. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 16. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, CONSTRUCTION. PLUS, CONTRACTOR TO HAVE PROPER MEDICAL COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY 13. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED EMERGENCY KIT AVAILABLE AT JOB SITE PER ALL APPLICABLE OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE REPAIRED AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. CODES AND REGULATIONS. CONTRACT BY THE OWNER OR THE ARCHITECT. PER FINISH PLAN. 17. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT, AS 29. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE REMOVED 14, ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING PROJECT F THE WORK, SHALL BE REPAIRD BY GENERAL ,ALL TENANT CONSTRUCTIONCIISIETO RBS WHERE BE PERFORMED. GEENERAL BYOTHWORK OUPNDE ARCHITECT ORR RTHE OWNER TOTHE CONTRACTOR'S OSOLEE TTHEOGENIERNAL CONTRACTOR OR ANY STAGEOAT THEIR OWN EXPENSE TO LIIKEENEW" CAPITAL ONE CONTRACTOR TO INSTALL ADEQUATE PROTECTION OF BUILDING EXPENSE. CONDITION. IT SHALL BE THE GENERAL CONTRACTOR'S MATTITUCK NY PAPER, MASONITE, OR OTTER APPROVED MATERIAL ON ALL RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE AND, TO FINISHED SURFACES AS DIRECTED BY THE ARCHITECT PRIOR TO 30, A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS SHALL BE NOTIFY THE ARCHITECT OF ANY SUCH DAMAGE PRIOR TO PRICING OR 11700 MAIN ROAD CN THE OWNER'S MOVING DATE, AND SHALL REMOVE SAME KEPT AT THE JOB SITE FOR REVIEW BY THE ARCHITECT. BIDDING. FOLLOWING COMPLETION OF THE MOVE MATTITUCK, NY 11952 ti 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THEIR OWN 15. THE GENERAL CONTRACTOR SHALL INSPECT THE PREMISES WITH 0 18. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS SECURITY, TEMPORARY HEAT, WATER, ELECTRICAL POWER, THE CARPET CONTRACTOR TO ESTABLISH THE DEGREE AND SCOPE DRAWING 1-7 INCURRED FOR DAMAGES CAUSED BY THEIR SUBCONTRACTORS. LIGHTING, AND HOISTING, IF NEEDED COORDINATE THESE SERVICES OF FLASH PATCHING REQUIRED. FLASH PATCHING AND LEVELING a) WITH THE BUILDING MANAGEMENT. REQUIRED FOR A BASIC LEVEL CONSTRUCTION SURFACES (I.E. GENERAL NOTES ai 19. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CORRECTING GROSS DIFFERENCES IN EXCESS OF 3/4" IN SLAB LEVEL) o a LOCAL BUILDING AND ZONING CODES, STATE AND FEDERAL 32. THE CONTRACTOR SHALL MAINTAIN ALL SUCH INSURANCE'S THAT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHO o N BUILDING CODES, NATIONAL ELECTRIC CODE, N.F.P.A., ANSI, ARE REQUIRED BY LAW AND BY THE BUILDING SHALL CARRY THE COST OF SUCH LEVELING UNDER GENERAL - N ASHRAE, OSHA, A.D.A. AND ALL OTHER APPLICABLE CODES; RULES MANAGEMENT/LANDLORD WHERE THE WORK IS BEING PERFORMED. CONDITIONS. FLASHING REQUIRED BY THE CARPET CONTRACTOR � U AND REGULATIONS ALL IN THEIR LATEST EDITION OF ALL THE CONTRACTOR SHALL LIST BOTH THE OWNER, TENANT, AND THE FOR SIMPLE LEVELING OR AT POINTS OF FLOORING MATERIAL o - AUTHORITIES HAVING JURISDICTION OVER WORK OF THIS TYPE, ARCHITECT AS ADDITIONAL INSURERS FOR THE DURATION OF THE CHANGES, WHICH ARE LESS THAN 3/4" IN DIFFERENCE SHALL BE THE N o INCLUDING THE RULES AND REGULATIONS OF THE BUILDING PROJECT AND THE APPLICABLE STATUTE OF LIMITATIONS, RESPONSIBILITY OF THE CARPET CONTRACTOR. Cb N MANAGEMENT. SEAL DATE 10/03/2016 Y aj 7D 0 20. ALL WORK, AS EITHER IMPLIED OR REASONABLY IN=ERABLE FROM ED ARC PROJECT No. 3516014-00 THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, pITNE < U) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL Q��'� wS �� SCALE NTS � DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTIONLU a`` 9� n U_jw OF THE CONTRACTOR AND THE INCLUSION OF ANY WORK BY - ti f I N DWG N0. � v MENTION, NOTE, DETAIL, ITEMIZATION OR IMPLICATION, HOWEVER m-0BRIEF, MEANS THAT THE CONTRACTOR SHALL PROVIDE AND I 0 . 0 o INSTALL SAME. ALL WORK PERFORMED SHALL INCLUDE ALL i, 9T 01842a yQQ' C? APPURTENANCES AND APPARATUS NORMALLY DEEMED TO BEA OF N G-002 . 00 o m PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS OF `2 0 NORMAL INDUSTRY STANDARDS. LO > CAD FILE NO. PAGE m N m MATTITUCK-G-002.DWG #of# b J DIVISION 00-PROCUREMENT AND CONTRACTING REQUIREMENTS 6. PROTECT PRODUCTS FROM EXPOSURE TO ELEMENTS AND FROM DAMAGE. A. ARCHITECT WILL ISSUE SUPPLEMENTAL INSTRUCTIONS AUTHORIZING MINOR CHANGES IN THE WORK, NOT INVOLVING SIGN LEGAL DOCUMENTS ON BEHALF OF CONTRACTOR. ARCHITECT WILL RETURN INCOMPLETE APPLICATIONS WITHOUT 7. ASSEMBLE, INSTALL, CONNECT, ADJUST, AND FINISH PRODUCTS, AS STIPULATED IN RESPECTIVE SPECIFICATION ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME, ON AIA DOCUMENT G710, "ARCHITECT'S SUPPLEMENTAL ACTION. SECTION SECTION SECTION, INSTRUCTIONS(ASI)." 1. ENTRIES SHALL MATCH DATA ON THE SCHEDULE OF VALUES AND CONTRACTOR'S CONSTRUCTION SCHEDULE. USE NUMBER TITLE 8. REPAIR OR REPLACE ANY ITEMS DAMAGED BY CONSTRUCTOR 1.3 PROPOSAL REQUESTS UPDATED SCHEDULES IF REVISIONS WERE MADE. 1.5 WORK BY OTHERS A. OWNER-INITIATED PROPOSAL REQUESTS: ARCHITECT WILL ISSUE A DETAILED DESCRIPTION OF PROPOSED CHANGES IN THE 2. INCLUDE AMOUNTS FOR WORK COMPLETED FOLLOWING PREVIOUS APPLICATION FOR PAYMENT, WHETHER OR NOT s10, 060M-V''x- 000110 TABLE OF CONTENTS PAYMENT HAS BEEN RECEIVED. INCLUDE ONLY AMOUNTS FOR WORK COMPLETED AT TIME OF APPLICATION FOR �7CC��11 ��l15 0 0 A. WORK OF THE PROJECT EXECUTED DURING WORK OF THIS CONTRACT, AND WHICH IS SPECIFICALLY EXCLUDED FROM THIS WORK THAT MAY REQUIRE ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME. IF NECESSARY, THE 006313 REQUEST FOR INFORMATION FORM-ARCHITECT'S STANDARD FORM CONTRACT: DESCRIPTION WILL INCLUDE..SUPPLEMENTAL OR REVISED DRAWINGS AND SPECIFICATIONS. PAYMENT, 006325 SUBSTITUTION REQUEST FORM(DURING CONSTRUCTION)-ARCHITECT'S STANDARD FORM 1. WORK CHANGE PROP03AL REQUESTS ISSUED BY ARCHITECT ARE NOT INSTRUCTIONS EITHER TO STOP WORK IN 3. INCLUDE AMOUNTS OF CHANGE ORDERS AND CONSTRUCTION CHANGE DIRECTIVES ISSUED BEFORE LAST DAY OF 006536 CONTRACTORS GENERAL WARRANTY-CAPITAL ONE STANDARD FORM 1. MILLWORK BY OWNER'S VENDOR WHERE INDICATED ON DRAWINGS. CONSTRUCTION PERIOD COVERED BY APPLICATION. 2. REFER TO ALLOCATION OF RESPONSIBILITY MATRIX ON G-001 FOR ADDITIONAL INFORMATION PROGRESS OR TO EXECUTE THE PROPOSED CHANGE. 006537 ASBESTOS FREE WARRANTY-CAPITAL ONE STANDARD FORM 2. WITHIN TIME SPECIFIED IN PROPOSAL REQUEST AFTER RECEIPT OF PROPOSAL REQUEST, SUBMIT A QUOTATION 4. INDICATE SEPARATE AMOUNTS FOR WORK BEING CARRIED OUT UNDER OWNER-REQUESTED PROJECT ACCELERATION. (TENT: 007200 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,AIA DOCUMENT A-201,2007 EDITION,SHALL BE B. OWNER RESPONSIBILITIES: ESTIMATING COST ADJUSTMENTS TO THE CONTRACT SUM AND THE CONTRACT TIME NECESSARY TO EXECUTE THE E. STORED MATERIALS: INCLUDE IN APPLICATION FOR PAYMENT AMOUNTS APPLIED FOR MATERIALS OR EQUIPMENT THE FORM OF GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITION ARE PROVIDED BY CAPITAL ONE, N.A. 1. ARRANGE AND PAY FOR DELIVERY TO SITE IN ACCORDANCE WITH PROGRESS SCHEDULE. CHANGE. PURCHASED OR FABRICATED AND STORED, BUT NOT YET INSTALLED, DIFFERENTIATE BETWEEN ITEMS STORED ON-SITE AS OWNER 2. INSPECT DELIVERIES JOINTLY WITH VENDOR, RECORD SHORTAGES,AND DAMAGED OR DEFECTIVE ITEMS. a. INCLUDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED OR ELIMINATED AND UNIT COSTS, WITH TOTAL AMOUNT AND ITEMS STORED OFF-SITE. OF PURCHASES PND CREDITS TO BE MADE. IF REQUESTED, FURNISH SURVEY DATA TO SUBSTANTIATE 1. PROVIDE CERTIFICATE OF INSURANCE, EVIDENCE OF TRANSFER OF TITLE TO OWNER AND CONSENT OF SURETY TO 3. HANDLE PRODUCTS AT SITE, INCLUDING UNCRATING AND STORAGE. � f�,,•� ,,,� �'�'"] DIVISION 01 -GENERAL REQUIREMENTS 4. PROTECT PRODUCTS FROM DAMAGE,AND FROM EXPOSURE TO ELEMENTS. QUANTITIES. PAYMENT,FOR STORED MATERIALS. Bill 11 011100 SUMMARY OF WORK b. INDICATE APPLICAELE TAXES, DELIVERY CHARGES,EQUIPMENT RENTAL,AND AMOUNTS OF TRADE DISCOUNTS. 2. PROVIDE SUPPORTING DOCUMENTATION THAT VERIFIES AMOUNT REQUESTED, SUCH AS PAID INVOICES. MATCH V. Engineering D.P.C./we engineer success 012513 PRODUCT SUBSTITUTION PROCEDURES 5. ASSEMBLE, INSTALL,CONNECT,ADJUST,AND FINISH PRODUCTS. c. INCLUDE COSTS OF LABOR AND SUPERVISION DIRECTLY ATTRIBUTABLE TO THE CHANGE. West C. CONTRACTOR RESPONSIBILITIES: AMOUNT REQUESTED WITH AMOUNTS INDICATED ON DOCUMENTATION; DO NOT INCLUDE OVERHEAD AND PROFIT ON P121216433055 tStreet, F212t6430503eWYwww�gedpo.Dnet 012600 CONTRACT MODIFICATION PROCEDURES d. INCLUDE AN UPDATED CONTRACTOR'S CONSTRUCTION SCHEDULE THAT INDICATES THE EFFECT OF THE CHANGE, STORED MATERIALS. 1• DESIGNATE DELIVERY DATE FOR EACH PRODUCT IN PROGRESS SCHEDULE. INCLUDING, BUT NDT LIMITED TO, CHANGES IN ACTIVITY DURATION, START AND FINISH TIMES, AND ACTIVITY 3. PROVIDE SUMMARY DOCUMENTATION FOR STORED MATERIALS INDICATING THE FOLLOWING: MEP ENONEER: 012900 PAYMENT PROCEDURES 2. PROVIDE UTILITIES FOR SERVICE CONNECTION BY OWNER'S VENDOR. 013100 PROJECT MANAGEMENT AND COORDINATION RELATIONSHIP, USE AVAILABLE TOTAL FLOAT BEFORE REQUESTING AN EXTENSION OF THE CONTRACT TIME. a. VALUE OF MATERIALS PREVIOUSLY STORED AND REMAINING STORED AS OF DATE OF PREVIOUS APPLICATIONS 3. REPAIR OR REPLACE ITEMS DAMAGED BY CONTRACTOR OR SUBCONTRACTOR ON SITE(UNDER HIS CONTROL). e. QUOTATION FORM USE CSI FORM 13.6D, "PROPOSAL WORKSHEET SUMMARY," AND FORM 13.6C, "PROPOSAL FOR PAYMENT. 013200 CONSTRUCTION PROGRESS DOCUMENTAITON 1.6 CONTRACTOR'S WORKER RESTRICTIONS WORKSHEET DETAIL." b. VALUE OF PREVIOUSLY STORED MATERIALS PUT IN PLACE AFTER DATE OF PREVIOUS APPLICATION FOR PAYMENT 013233 PHOTOGRAPHIC DOCUMENTATION AND ON OR BEFORE DATE OF CURRENT APPLICATION FOR PAYMENT. 013300 SUBMITTAL PROCEDURES B. CONTRACTOR-INITIATED PROPOSALS: IF LATENT OR CHANGED CONDITIONS REQUIRE MODIFICATIONS TO THE CONTRACT, A. NONSMOKING BUILDING: SMOKING IS NOT PERMITTED WITHIN THE BUILDING OR WITHIN 25 FEET OF ENTRANCES, OPERABLE WINDOWS,OR OUTDOOR AIR INTAKES. CONTRACTOR MAY INITIATE ACLAIM BY SUBMITTING A REQUEST FORA CHANGE TO ARCHITECT, c. VALUE OF MATERIALS STORED SINCE DATE OF PREVIOUS APPLICATION FOR PAYMENT AND REMAINING STORED AS 014000 QUALITY REQUIREMENTS B. CONTROLLED SUBSTANCES: USE OF TOBACCO PRODUCTS AND OTHER CONTROLLED SUBSTANCES IS NOT PERMITTED 1. INCLUDE A STATEMENT OUTLINING REASONS FOR THE CHANGE AND THE EFFECT OF THE CHANGE ON THE WORK, OF DATE OF CURRENT APPLICATION FOR PAYMENT. 014523 TESTING AND INSPECTION SERVICES ANYWHERE ON THE OWNER'S PREMISES, PROVIDE A COMPLETE DESCRIPTION OF THE PROPOSED CHANGE, INDICATE THE EFFECT OF THE PROPOSED CHANGE F. TRANSMITTAL: SUBMIT THREE SIGNED AND NOTARIZED ORIGINAL COPIES OF EACH APPLICATION FOR PAYMENT TO 015000 TEMPORARY FACILITIES AND CONTROLS C. EMPLOYEE IDENTIFICATION: IF REQUIRED, PROVIDE IDENTIFICATION TAGS FOR CONTRACTOR PERSONNEL WORKING ON THE ON THE CONTRACT SUMAND THE CONTRACT TIME. ARCHITECT BY A METHOD ENSURING RECEIPT WITHIN 24 HOURS, ONE COPY SHALL INCLUDE WAIVERS OF LIEN AND SIMILAR 016000 PRODUCT REQUIREMENTS PROJECT SITE, 2. INCLUDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED OR ELIMINATED AND UNIT COSTS, WITH TOTAL AMOUNT OF ATTACHMENTS IF REQUIRED. 017300 EXECUTION D. EMPLOYEE SCREENING: IF REQUIRED, COMPLY WITH OWNER'S REQUIREMENTS REGARDING SCREENING OF CONTRACTOR PURCHASES AND CREDI7S TO BE MADE. IF REQUESTED, FURNISH SURVEY DATA TO SUBSTANTIATE QUANTITIES. 1. TRANSMIT EACH COPY WITH A TRANSMITTAL FORM LISTING ATTACHMENTS AND RECORDING APPROPRIATE 017329 CUTTING AND PATCHING PERSONNEL WORKING ON THE PROJECT SITE. 3. INDICATE APPLICABLE TAXES,DELIVERY CHARGES, EQUIPMENT RENTAL,AND AMOUNTS OF TRADE DISCOUNTS. INFORMATION ABOUT APPLICATION. E. EATING AND DRINKING: PERMITTED ONLY IN DESIGNATED LOCATIONS SELECTED BY THE CONTRACTOR; NOT PERMITTED IN 4. INCLUDE COSTS OF LABOR AND SUPERVISION DIRECTLY ATTRIBUTABLE TO THE CHANGE. G. INITIAL APPLICATION FOR PAYMENT: ADMINISTRATIVE ACTIONS AND SUBMITTALS THAT MUST PRECEDE OR COINCIDE WITH 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL INTERIOR SPACES OR ROOF AT ANY TIME DURING THE COURSE OF CONSTRUCTION. 5. INCLUDE AN UPDATED CONTRACTOR'S CONSTRUCTION SCHEDULE THAT INDICATES THE EFFECT OF THE CHANGE, SUBMITTAL OF FIRST APPLICATION FOR PAYMENT INCLUDE THE FOLLOWING: 017423 FINAL CLEANING 1.7 SPECIFICATION FORMATS AND CONVENTIONS INCLUDING, BUT NOT LIMITED TO, CHANGES IN ACTIVITY DURATION, START AND FINISH TIMES, AND ACTIVITY 1• LIST OF SUBCONTRACTORS. 017700 CLOSEOUT PROCEDURES RELATIONSHIP. USE AVAILABLE TOTAL FLOAT BEFORE REQUESTING AN EXTENSION OF THE CONTRACT TIME. 2, SCHEDULE OF VALUES. CONVENIENCE AND SHALL NOT BE TAKEN AS A CORRECT OR COMPLETE SEGREGATION OF THE SEVERAL UNITS OF 017823 OPERATION AND MAINTENANCE DATA A. TITLES DIVISIONS, SECTIONS AND PARAGRAPHS IN THESE CONTRACT DOCUMENTS ARE INTRODUCED MERELY FOR 6. COMPLY WITH REQUIREMENTS IN SECTION 012500 IF THE PROPOSED CHANGE REQUIRES SUBSTITUTION OF ONE 3. CONTRACTOR'S CONSTRUCTION SCHEDULE(PRELIMINARY IF NOT FINAL). E 017839 PROJECT RECORD DOCUMENTS MATERIALS AND LABOR, OWNER WILL NOT ASSUME RESPONSIBILITY EITHER DIRECT OR IMPLIED, FOR OMISSIONS OR PRODUCT OR SYSTEM FOR PRODUCT OR SYSTEM SPECIFIED. 4. COMBINED CONTRACTOR'S CONSTRUCTION SCHEDULE (PRELIMINARY IF NOT FINAL) INCORPORATING WORK OF DUPLICATIONS BY CONTRACTOR OR HIS SUBCONTRACTORS, DUE TO REAL OR ALLEGED ERROR IN ARRANGEMENT OF 7• PROPOSAL REQUEST FDRM: USE CSI FORM 13.6A, "CHANGE ORDER REQUEST (PROPOSAL)," WITH ATTACHMENTS ' MULTIPLE CONTRACTS,WITH INDICATION OF ACCEPTANCE OF SCHEDULE BY EACH CONTRACTOR. DIVISION 03•CONCRETE MATTER IN THESE CONTRACT DOCUMENTS. SPECIFICATIONS OR DRAWINGS DO NOT IMPLY SUB CONTRACT DISCIPLINES OR CSI FORM 13.61),"PROPOSAL WORKSHEET SUMMARY,"AND FORM 13.6C,"PROPOSAL WORKSHEET DETAIL." 5. PRODUCTS LIST(PRELIMINARY IF NOT FINAL). 035416 HYDRAULIC CEMENT UNDERLAYMENT DIVISION OF WORK ASSIGNMENTS. 1.4 CHANGE ORDER PROCEDURES 6. SCHEDULE OF UNIT PRICES. B. SPECIFICATION CONTENT: THE SPECIFICATIONS USE CERTAIN CONVENTIONS FOR THE STYLE OF LANGUAGE AND THE A. ON OWNER'S APPROVAL OF A WORK CHANGES PROPOSAL REQUEST, ARCHITECT WILL ISSUE A CHANGE ORDER FOR 7. SUBMITTAL SCHEDULE(PRELIMINARY IF NOT FINAL). DIVISION 06-WOOD,PLASTICS AND COMPOSITES INTENDED MEANING OF CERTAIN TERMS, WORDS, AND PHRASES WHEN USED IN PARTICULAR SITUATIONS. THESE SIGNATURES OF OWNER AND CONTRACTOR ON AIA DOCUMENT G701. CONVENTIONS ARE AS FOLLOWS: 8. LIST OF CONTRACTOR'S STAFF ASSIGNMENTS, 061000 ROUGH CARPENTRY 1. IMPERATIVE MOOD AND STREAMLINED LANGUAGE ARE GENERALLY USED IN THE SPECIFICATIONS. THE WORDS"SHALL," 1.5 CONSTRUCTION CHANGE DIRECTIVE 9. LIST OF CONTRACTOR'S PRINCIPAL CONSULTANTS. 064116 PLASTIC LAMINATE-FACED ARCHITECTURAL CABINETS BE,"OR"SHALL COMPLY WITH," DEPENDING ON THE CONTEXT, ARE IMPLIED WHERE A COLON (:) IS USED WITHIN A. CONSTRUCTION CHANGE DIRECTIVE: CONSTRUCTION MANAGER MAY ISSUE A CONSTRUCTION CHANGE DIRECTIVE ON 10. COPIES OF BUILDING PERMITS. DIVISION 07-THERMAL AND MOISTURE PROTECTION A SENTENCE OR PHRASE. AIA DOCUMENT G714. CONSTRUCTION CHANGE DIRECTIVE INSTRUCTS CONTRACTOR TO PROCEED WITH A CHANGE IN THE 11. COPIES OF AUTHORIZATIONS AND LICENSES FROM AUTHORITIES HAVING JURISDICTION FOR PERFORMANCE OF THE 2. SPECIFICATION REQUIREMENTS ARE TO BE PERFORMED BY CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE. WORK,FOR SUBSEQUENT INCLUSION IN A CHANGE ORDER. WORK. 079200 JOINT SEALERS 3. A MASCULINE PRONOUN USED IN THESE SPECIFICATIONS, SHALL BE CONSIDERED TO INCLUDE THE FEMININE AND A 1. CONSTRUCTION CHANGE DIRECTIVE CONTAINS A COMPLETE DESCRIPTION OF CHANGE IN THE WORK. IT ALSO 12. INITIAL PROGRESS REPORT. DIVISION 08.OPENINGS NEUTER;AND A NEUTER PRONOUN USED HEREIN SHALL BE CONSIDERED TO INCLUDE THE MASCULINE AND FEMININE. DESIGNATES METHOD TO BE FOLLOWED TO DETERMINE CHANGE IN THE CONTRACT SUM OR THE CONTRACT TIME. B. DOCUMENTATION: MAINTAIIJ DETAILED RECORDS ON A TIME AND MATERIAL BASIS OF WORK REQUIRED BY THE 13. REPORT OF PRECONSTRUCTION CONFERENCE. 4. REFERENCE TO MATERIAL AND EQUIPMENT IN SINGULAR QUANTITY SHALL BE INTENDED TO APPLY TO AS MANY SUCH CONSTRUCTION CHANGE DIRECTIVE. 14. CERTIFICATES OF INSURANCE AND INSURANCE POLICIES. 081113 HOLLOW METAL DOORS AND FRAMES ITEMS AS ARE REQUIRED TO COMPLETE AN INSTALLATION, 081416 FLUSH WOOD DOORS C. REQUIREMENTS OF SECTIONS IN DIVISION 01 APPLY TO THE WORK OF ALL SECTIONS IN THE SPECIFICATIONS. 1. AFTER COMPLETION OF CHANGE, SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA NECESSARY TO 15. PERFORMANCE AND PAYMENT BONDS, 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS D. DRAWING COORDINATION; REQUIREMENTS FOR MATERIALS AND PRODUCTS IDENTIFIED ON THE DRAWINGS ARE DESCRIBED SUBSTANTIATE COST AND TIME ADJUSTMENTS TO THE CONTRACT. 16. DATA NEEDED TO ACQUIRE OWNER'S INSURANCE. 087100 DOOR HARDWARE IN DETAIL IN THE SPECIFICATIONS, ONE OR MORE OF THE FOLLOWING ARE USED ON THE DRAWINGS TO IDENTIFY H. APPLICATION FOR PAYMENT AT SUBSTANTIAL COMPLETION: AFTER ARCHITECT ISSUES THE CERTIFICATE OF SUBSTANTIAL 088000 GLAZING MATERIALS AND PRODUCTS: SECTION 012900-PAYMENT PROCEDJRES COMPLETION, SUBMIT AN APPLICATION FOR PAYMENT SHOWING 100 PERCENT COMPLETION FOR PORTION OF THE WORK CLAIMED AS SUBSTANTIALLY COMPLETE. 1. TERMINOLOGY: MATERIALS AND PRODUCTS ARE IDENTIFIED BY THE TYPICAL GENERIC TERMS USED IN THE INDIVIDUAL 1.1 SUMMARY DIVISION 09-FINISHES SPECIFICATIONS SECTIONS. A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS NECESSARY TO PREPARE AND PROCESS 1• INCLUDE DOCUMENTATION SUPPORTING CLAIM THAT THE WORK IS SUBSTANTIALLY COMPLETE AND A STATEMENT SHOWING AN ACCOUNTING OF CHANGES TO THE CONTRACT SUM. 092116 GYPSUM BOARD ASSEMBLIES 2. ABBREVIATIONS: MATERIALS AND PRODUCTS ARE IDENTIFIED BY ABBREVIATIONS PUBLISHED AS PART OF THE U.S. APPLICATIONS FOR PAYMENT NATIONAL CAD STANDARD. 2. THIS APPLICATION SHALL REFLECT CERTIFICATE(S) OF SUBSTANTIAL COMPLETION ISSUED PREVIOUSLY FOR OWNER 093000 TILING 1.2 SCHEDULE OF VALUES OCCUPANCY OF DESIGNATED PORTIONS OF THE WORK. 095000 ACOUSTICAL CEILINGS 1.8 HAZARDOUS MATERIALS A. COORDINATION: COORDINATE PREPARATION OF THE SCHEDULE OF VALUES WITH PREPARATION OF CONTRACTOR'S AOWNER REQUIRES, UNDER TERMS OF THIS CONTRACT, THAT ALL PRODUCTS AND MATERIALS PROPOSED FOR USE HAVE CONSTRUCTION SCHEDULE. I. FINAL PAYMENT APPLICATION: AFTER COMPLETING PROJECT CLOSEOUT REQUIREMENTS, SUBMIT FINAL APPLICATION FOR A.096513 RESILIENT WALL BASE PAYMENT WITH RELEASES AND SUPPORTING DOCUMENTATION NOT PREVIOUSLY SUBMITTED AND ACCEPTED, INCLUDING, BEEN THOROUGHLY INVESTIGATED BY CONTRACTOR, TO ENSURE THAT PRODUCTS AND MATERIALS CONTAINING ASBESTOS 1. COORDINATE LINE ITEMS IN THE SCHEDULE OF VALUES WITH OTHER REQUIRED ADMINISTRATIVE FORMS AND BUT NOT LIMITED,TO THE FOLLOWING: 096519 RESILIENT TILE FLOORING AND LEAD WILL NOT UNDER ANY CIRCUMSTANCES BE FURNISHED,USED,OR INSTALLED. SCHEDULES, INCLUDINGTHE FOLLOWING: 1. EVIDENCE OF COMPLETION OF PROJECT CLOSEOUT REQUIREMENTS. 096816 SHEET CARPETING B. CONTRACTOR, BY EXECUTING THIS CONTRACT, ACCEPTS RESPONSIBILITY FOR PROHIBITING MATERIALS OR PRODUCTS a. APPLICATION FOR PAYMENT FORMS WITH CONTINUATION SHEETS. 097733 SANITARY WALL PANELS CONTAINING ASBESTOS FROM BEING USED ON THIS PROJECT. 2. INSURANCE CERTIFICATES FOR PRODUCTS AND COMPLETED OPERATIONS WHERE REQUIRED AND PROOF THAT TAXES, b. SUBMITTAL SCHEDULE. FEES,AND SIMILAR OBLIGATIONS WERE PAID. 098100 ACOUSTIC INSULATION C. SHOULD CONTRACTOR FURNISH, USE, OR INSTALL ANY PRODUCTS OR MATERIALS CONTAINING ASBESTOS AND LEAD, 099100 PAINTING KNOWINGLY OR OTHERWISE, OWNER WILL CONSIDER THAT CONTRACTOR HAS NOT MET REQUIREMENTS OF THIS c. ITEMS REQUIRED TO BE INDICATED AS SEPARATE ACTIVITIES IN CONTRACTOR'S CONSTRUCTION SCHEDULE. 3, UPDATED FINAL STATEMENT,ACCOUNTING FOR FINAL CHANGES TO THE CONTRACT SUM. CONTRACT. 2. SUBMIT THE SCHEDULE OF VALUES TO ARCHITECT AT EARLIEST POSSIBLE DATE, BUT NO LATER THAN SEVEN DAYS 4• AIA DOCUMENT G706,"CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS." DIVISION 10-SPECIALTIES BEFORE THE DATE SCHEDULED FOR SUBMITTAL OF INITIAL APPLICATIONS FOR PAYMENT. 5. AIA DOCUMENT G706A,"CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS." 101400 SIGNAGE SECTION 012513-PRODUCT SUBSTITUTION PROCEDURES 3. SUBSCHEDULES FOR SEPARATE ELEMENTS OF WORK: WHERE THE CONTRACTOR'S CONSTRUCTION SCHEDULE 6. AIA DOCUMENT G707,"CONSENT OF SURETY TO FINAL PAYMENT." DEFINES SEPARATE ELEMENTS OF THE WORK, PROVIDE SUBSCHEDULES SHOWING VALUES COORDINATED WITH EACH 102613 CORNER GUARDS 1.1 SUMMARY ELEMENT. 7. EVIDENCE THAT CLAIMS HAVE BEEN SETTLED. 102813 TOILET ACCESSORIES A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SELECTION OF PRODUCTS FOR PRODUCT B. FORMAT AND CONTENT: USE PROJECT MANUAL TABLE OF CONTENTS AS A GUIDE TO ESTABLISH LINE ITEMS FOR THE 8. FINAL METER READINGS FOR UTILITIES AND SIMILAR DATA AS OF DATE OF SUBSTANTIAL COMPLETION OR WHEN OWNER 104413 FIRE EXTINGUISHERS AND CABINETS SUBSTITUTIONS WHERE PERMITTED. SCHEDULE OF VALUES. PROVIDE AT LEAST ONE LINE ITEM FOR EACH SPECIFICATION SECTION. TOOK POSSESSION OF AND ASSUMED RESPONSIBILITY FOR CORRESPONDING ELEMENTS OF THE WORK, B. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND 1. IDENTIFICATION: INCLUCE THE FOLLOWING PROJECT IDENTIFICATION ON THE SCHEDULE OF VALUES: 9. FINAL LIQUIDATED DAMAGES SETTLEMENT STATEMENT, OTHER DIVISION 01 SPECIFICATION SECTIONS,APPLY TO THIS SECTION. a. PROJECT NAME AND LOCATION. DIVISION 11 -EQUIPMENT 113100 RESIDENTIAL APPLIANCES 1.2 SUBSTITUTION REQUESTS b. NAME OF ARCHITECT. SECTION 013100•PROJECT MANAGEMENT AND COORDINATION 1 ISSUED FOR PERMIT AND BID 02/01/17 NF A. CONDITIONS: ARCHITECT WILL CONSIDER CONTRACTOR'S REQUEST FOR SUBSTITUTION FOR THE FOLLOWING CONDITION c. ARCHITECT'S PROJECT NUMBER. 1.1 SUMMARY NO, REVISION DATE BY DIVISION 12•FURNISHINGS ONLY, UNLESS OTHERWISE AUTHORIZED BY OWNER. IF THE FOLLOWING CONDITION IS NOT SATISFIED, ARCHITECT WILL RETURN REQUESTS WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH THIS REQUIREMENT: d. CONTRACTOR'S NAME AND ADDRESS. A. SECTION INCLUDES ADMINISTRATIVE PROVISIONS FOR COORDINATING CONSTRUCTION OPERATIONS ON PROJECT 124940 ROLLER WINDOW SHADESINCLUDING,BUT NOT LIMITED T0,THE FOLLOWING: 1. SPECIFIED PRODUCT CANNOT BE PROVIDED AND INCORPORATED INTO WORK DUE TO NON-AVAILABILITY OF SPECIFIED e. DATE OF SUBMITTA_. 'tecture 123623 PLASTIC LAMINATE COUNTER TOPS PRODUCT THROUGH NO FAULT OF SUBCONTRACTOR. 2. ARRANGE SCHEDULE OFVALUES CONSISTENT WITH FORMAT OF AIA DOCUMENT G703. 1. GENERAL COORDINATION PROCEDURES. W. h i 123661 SIMULATED STONE COUNTER TOPS a. LATE ORDERED OR ILL-TIMED ORDERING OF PRODUCT IS NOT GROUNDS FOR SUBSTITUTION REQUEST. 3. ARRANGE THE SCHEDULE OF VALUES IN TABULAR FORM WITH SEPARATE COLUMNS TO INDICATE THE FOLLOWING FOR 2• REQUESTS FOR INFORMATION(RFIS)• \rc b. BURDEN OF PROOF FOR SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT EACH ITEM LISTED: 3. PROJECT MEETINGS. END OF TABLE OF CONTENTS DOCUMENT REQUIREMENTS REMAINS WITH SUBCONTRACTOR. a. RELATED SPECIFICATION SECTION OR DIVISION. 1.2 DEFINITIONS B. SUBSTITUTION REQUESTS: SUBMIT EACH REQUEST FOR CONSIDERATION ELECTRONICALLY IN ADOBE PDF FORMAT. b. DESCRIPTION OF THE WORK. A. RFI: REQUEST FROM CONTRACTOR SEEKING INTERPRETATION OR INFORMATION OR CLARIFICATIONS OF THE CONTRACT TPG ARCHITECTURE LLP DIVISION 01 -GENERAL REQUIREMENTS IDENTIFY PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED, INCLUDE SPECIFICATION SECTION c. NAME OF SUBCONTRACTOR. DOCUMENTS. NUMBER AND TITLE AND DRAWING NUMBERS AND TITLES. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 SECTION 011100•SUMMARY OF WORK d. NAME OF MANUFACTURER OR FABRICATOR. 1.3 INFORMATIONAL SUBMITTALS 1. SUBSTITUTION REQUEST FORM: USE FORM PROVIDED IN SECTION 006325. 631.547.7300 1 TPGARCHITECTURE.COM 1.1 SUMMARY 2. DOCUMENTATION: SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS AND THE FOLLOWING, AS e• NAME OF SUPPLIER A. SUBCONTRACT LIST: PREPARE A WRITTEN SUMMARY IDENTIFYING INDIVIDUALS OR FIRMS PROPOSED FOR EACH PORTION A. SECTION INCLUDES: APPLICABLE: f• CHANGE ORDERS(NUMBERS)THAT AFFECT VALUE. OF THE WORK, INCLUDING THOSE WHO ARE TO FURNISH PRODUCTS OR EQUIPMENT FABRICATED TO A SPECIAL DESIGN. INCLUDE THE FOLLOWING INFORMATION IN TABULAR FORM: IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 1. CONSTRUCTOR'S USE OF SITE AND PREMISES. a. STATEMENT INDICATING WHY SPECIFIED MATERIAL OR PRODUCT CANNOT BE PROVIDED, SUBSTANTIATED BY 9 DOLLAR VALUE OF THE FOLLOWING, AS A PERCENTAGE OF THE CONTRACT SUM TO NEAREST ONE-HUNDREDTH 1. NAME,ADDRESS,AND TELEPHONE NUMBER OF ENTITY PERFORMING SUBCONTRACT OR SUPPLYING PRODUCTS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 2. OWNER FURNISHED PRODUCTS, MANUFACTURER IN WRITING ON LETTERHEAD. PERCENT,ADJUSTED TO TOTAL 100 PERCENT. 2. NUMBER AND TITLE OF RELATED SPECIFICATION SECTIONS)COVERED BY SUBCONTRACT. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1.2 PROJECT DESCRIPTION b. COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES OR MODIFICATIONS NEEDED TO OTHER PARTS OF h• LABOR. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND THE WORK AND TO CONSTRUCTION PERFORMED BY OWNER AND SEPARATE CONTRACTORS, THAT WILL BE I. MATERIALS. 3. DRAWING NUMBER AND DETAIL REFERENCES,AS APPROPRIATE,COVERED BY SUBCONTRACT, COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, A. WORK OF THIS PROJECT IS DESCRIBED AS INTERIOR AND EXTERIOR ALTERATIONS OF AN EXISTING BUILDING FURTHER NECESSARY TO ACCOMMODATE PROPOSED SUBSTITUTION. B. KEY PERSONNEL NAMES: WITHIN 10 DAYS OF STARTING CONSTRUCTION OPERATIONS, SUBMIT A LIST OF KEY PERSONNEL OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, DESCRIBED IN THE DRAWINGS j. EQUIPMENT. ASSIGNMENTS, INCLUDING SUPERINTENDENT AND OTHER PERSONNEL IN ATTENDANCE AT PROJECT SITE. IDENTIFY OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED B. WORK INCLUDES SITE CONSTRUCTION,GENERAL CONSTRUCTION, FIRE PROTECTION, PLUMBING, HVAC,AND ELECTRICAL. c. PRODUCT DATA, INCLUDING DRAWINGS AND DESCRIPTIONS OF PRODUCTS AND FABRICATION AND INSTALLATION 4. PROVIDE A BREAKDOWN OF THE CONTRACT SUM IN ENOUGH DETAIL TO FACILITATE CONTINUED EVALUATION OF PROCEDURES• INDIVIDUALS AND THEIR DUTIES AND RESPONSIBILITIES; LIST ADDRESSES AND TELEPHONE NUMBERS, INCLUDING HOME, BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. C. THE PROJECT WILL BE CONSTRUCTED UNDER A SINGLE?RIME CONTRACT. APPLICATIONS FOR PAYMENT AND PROGRESS REPORTSCOORDINATE WITH PROJECT MANUAL TABLE OF CONTENTS. OFFICE, AND CELLULAR TELEPHONE NUMBERS AND E-MAIL ADDRESSES. PROVIDE NAMES, ADDRESSES, AND TELEPHONE d. SAMPLES,WHERE APPLICABLE OR REQUESTED. PROVIDE MULTIPLE LINE ITEMS FOR PRINCIPAL SUBCONTRACT AMOUNTS IN EXCESS OF FIVE PERCENT OF THE NUMBERS OF INDIVIDUALS ASSIGNED AS ALTERNATES IN THE ABSENCE OF INDIVIDUALS ASSIGNED TO PROJECT. PROJECT 1.3 CONSTRUCTOR'S USE OF SITE AND PREMISES e. LIST OF SIMILAR INSTALLATIONS FOR COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES AND NAMES CONTRACT SUM. A. CONSTRUCTOR SHALL HAVE COMPLETE AND EXCLUSIVE USE OF PREMISES FOR EXECUTION OF THE WORK. 1 TEELEP ONE. KEOST COPIES OEP LIST CURRENT T ALLF LIST IN PROJECT TIMES ROOM, IN TEMPORARY FIELD OFFICE, AND BY EACH TEMPORARY CAPITAL ONE AND ADDRESSES OF ARCHITECT AND OWNERS. 5. ROUND AMOUNTS TO NEAREST WHOLE DOLLAR;TOTAL SHALL EQUAL THE CONTRACT SUM. B. ASSUME FULL RESPONSIBILITY I-OR PROTECTION AND SAFEKEEPING OF PRODUCTS UNDER THIS CONTRACT STORED ON f. MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS 6. PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH PART OF THE WORK WHERE APPLICATIONS 1.4 GENERAL COORDINATION PROCEDURES MATTITUCK SITE, FOR COMPLIANCE WITH REQUIREMENTS INDICATED, FOR PAYMENT MAY INC_UDE MATERIALS OR EQUIPMENT PURCHASED OR FABRICATED AND STORED, BUT NOT YET , NY C. OBTAIN AND PAY FOR USE OF ANY ADDITIONAL STORAGE OR WORK AREAS NEEDED FOR OPERATIONS. g• RESEARCH/EVALUATION REPORTS EVIDENCING COMPLIANCE WITH BUILDING CODE IN EFFECT FOR PROJECT, INSTALLED. A. COORDINATION: COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS OF THE SPECIFICATIONS TO N D. DO NOT USE OR STORE HAZARDOUS OR FLAMMABLE MATERIALS ON PREMISES WITHOUT APPROVAL; FOLLOW FROM A MODEL CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. a. DIFFERENTIATE BETWEEN ITEMS STORED ON-SITE AND ITEMS STORED OFF-SITE. IF REQUIRED, INCLUDE ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS, 11700 MAIN ROAD L? REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. EVIDENCE OF INSURANCE. INCLUDED IN DIFFERENT SECTIONS, THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND MATTITUCK NY 11952 h. DETAILED COMPARISON OF CONTRACTOR'S CONSTRUCTION SCHEDULE USING PROPOSED SUBSTITUTION WITH OPERATION. � C:) E. PROHIBIT SMOKING WITHIN INTERIOR SPACES. PRODUCTS SPECIFIED FOR THE WORK, INCLUDING EFFECT ON THE OVERALL CONTRACT TIME, IF SPECIFIED 7. PROVIDE SEPARATE LIIJE ITEMS IN THE SCHEDULE OF VALUES FOR INITIAL COST OF MATERIALS, FOR EACHCN 1. SCHEDULE CONSTRUCTION OPERATIONS IN SEQUENCE REQUIRED TO OBTAIN THE BEST RESULTS WHERE DRAWING 1-7 1.4 OWNER FURNISHED PRODUCTS PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED WITHIN THE CONTRACT TIME, INCLUDE LETTER SUBSEQUENT STAGE OFCOMPLETION,AND FOR TOTAL INSTALLED VALUE OF THAT PART OF THE WORK. INSTALLATION OF ONE PART OF THE WORK DEPENDS ON INSTALLATION OF OTHER COMPONENTS, BEFORE OR AFTER FROM MANUFACTURER, ON MANUFACTURER'S LETTERHEAD, STATING LACK OF AVAILABILITY OR DELAYS IN 8• EACH ITEM IN THE SCHEDULE OF VALUES AND APPLICATIONS FOR PAYMENT SHALL BE COMPLETE. INCLUDE TOTAL 11 A. PRODUCTS THAT WILL BE FURNISHED AND PAID FOR BY OWNERAREAS FOLLOWS: ITS OWN INSTALLATION.DELIVERY• COST AND PROPORTIONATE SHARE OF GENERAL OVERHEAD AND PROFIT FOR EACH ITEM. PROJECT SPECIFICATIONS 16 �i1. AS SPECIFIED IN DRAWINGS RESPONSIBILITY SCHEDULE. I. COST INFORMATION, INCLUDING A PROPOSAL OF CHANGE,IF ANY, IN THE CONTRACT SUM. 2. COORDINATE INSTALLATION OF DIFFERENT COMPONENTS TO ENSURE MAXIMUM PERFORMANCE AND ACCESSIBILITY 0 a B. OWNER'S RESPONSIBILITIES: a. TEMPORARY FACILITIES AND OTHER MAJOR COST ITEMS THAT ARE NOT DIRECT COST OF ACTUAL WORK-IN-PLACE FOR REQUIRED MAINTENANCE,SERVICE,AND REPAIR. CONTRACTOR'S CERTIFICATION THAT PROPOSED SUBSTITUTION COMPLIES WITH REQUIREMENTS IN THE MAY BE SHOWN EI-HER AS SEPARATE LINE ITEMS IN THE SCHEDULE OF VALUES OR DISTRIBUTED AS GENERAL `-� J 3. MAKE ADEQUATE PROVISIONS TO ACCOMMODATE ITEMS SCHEDULED FOR LATER INSTALLATION. 1. ARRANGE FOR AND DELIVER NECESSARY SHOP DR4WINGS, PRODUCT DATA AND SAMPLES TO CONSTRUCTOR, CONTRACT DOCUMENTS AND IS APPROPRIATE FOR APPLICATIONS INDICATED. OVERHEAD EXPENSE,AT CONTRACTOR'S OPTION. C 2. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SI-E, IN ACCORDANCE WITH PROGRESS SCHEDULE, k. CONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME THAT MAY SUBSEQUENTLY BECOME 9. SCHEDULE UPDATING: UPDATE AND RESUBMIT THE SCHEDULE OF VALUES BEFORE THE NEXT APPLICATIONS FOR B. PREPARE MEMORANDA FOR DISTRIBUTION TO EACH PARTY INVOLVED, OUTLINING SPECIAL PROCEDURES REQUIRED FOR o NECESSARY BECAUSE OF FAILURE OF PROPOSED SUBSTITUTION TO PRODUCE INDICATED RESULTS. PAYMENT WHEN CHANGE ORDERS OR CONSTRUCTION CHANGE DIRECTIVES RESULT IN A CHANGE IN THE CONTRACT COORDINATION. INCLUDE SUCH ITEMS AS REQUIRED NOTICES, REPORTS,AND LIST OF ATTENDEES AT MEETINGS. o N 3. DELIVER SUPPLIER'S BILL Of=MATERIALS TO CONSTRUCTOR 1. PREPARE SIMILAR MEMORANDA FOR OWNER AND SEPARATE CONTRACTORS IF COORDINATION OF THEIR WORK IS C. ARCHITECT'S ACTION: THE ARCHITECT WILL REVIEW REQUESTS FOR SUBSTITUTIONS WITH EASONABLE PROMPTNESS. IF SUM. SEAL DATE 10/03/2016 4. INSPECT DELIVERIES JOINTLY WITH CONSTRUCTOR. REQUIRED. Y 5. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE. NECESSARY, ARCHITECT WILL REQUEST ADDITIONAL INFORMATION OR DOCUMENTATION FOR EVALUATION WITHIN 7 1.3 APPLICATIONS FOR PAYMENT o WORKING DAYS OF RECEIPT OF A REQUEST FOR SUBSTITUTION. ARCHITECT WILL NOTIFY CONTRACTOR OF ACCEPTANCE C. ADMINISTRATIVE PROCEDURES: COORDINATE SCHEDULING AND TIMING OF REQUIRED ADMINISTRATIVE PROCEDURES WITH PROJECT N0. a) 6. ARRANGE FOR REPLACEMENT OF DAMAGED, DEFECTIVE,AND MISSING ITEMS, A. EACH APPLICATION FOR PAYMENT FOLLOWING THE INITIAL APPLICATION FOR PAYMENT SHALL BE CONSISTENT WITH OTHER CONSTRUCTION ACTIVITIES TO AVOID CONFLICTS AND TO ENSURE ORDERLY PROGRESS OF THE WORK. SUCH QED A 3516014-00 OR REJECTION OF PROPOSED SUBSTITUTION WITHIN 15 WORKING DAYS OF RECEIPT OF REQUEST, OR 7 WORKING DAYS OF � RC cn 7. ARRANGE FOR MANUFACTURERS'WARRANTIES,SERVICE,AND INSPECTIONS,AS REQUIRED. RECEIPT OF ADDITIONAL INFORMATION OR DOCUMENTATION,WHICHEVER IS LATER. PREVIOUS APPLICATIONS ANDPAYMENTS AS CERTIFIED BY ARCHITECT AND PAID FOR BY OWNER. ADMINISTRATIVE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING: �oj� pfTHE �/ 1. INITIAL APPLICATION FOR PAYMENT, APPLICATION FOR PAYMENT AT TIME OF SUBSTANTIAL COMPLETION, AND FINAL Qac ws� >� SCALE 1�-0°=1�-O" U C. CONSTRUCTOR'S RESPONSIBILITIES: 1. FORM OF ACCEPTANCE: CHANGE ORDER. 1. PREPARATION OF CONTRACTOR'S CONSTRUCTION SCHEDULE. �'y w APPLICATION FOR PAYMENT INVOLVE ADDITIONAL REQUIREMENTS. w _ 1. DESIGNATE DELIVERY DATE FOR EACH PRODUCT IN PROGRESS SCHEDULE. 2. PREPARATION OF THE SCHEDULE OF VALUES. DWG N0. B. PAYMENT APPLICATION TIMES: THE DATE FOR EACH PROGRESS PAYMENT IS INDICATED IN THE AGREEMENT BETWEEN f X 2. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, SUBMIT TO ARCHITECT WITH NOTIFICATION OF ANY SECTION 012600-CONTRACT MODIFICATION PROCEDURES OWNER AND CONTRACTOR. THE PERIOD OF CONSTRUCTION WORK COVERED BY EACH APPLICATION FOR PAYMENT IS THE 3. INSTALLATION AND REMOVAL OF TEMPORARY FACILITIES AND CONTROLS. 0 o DISCREPANCIES OR PROBLEMS ANTICIPATED IN USE OF PRODUCT. 1.1 SUMMARY PERIOD INDICATED IN THE AGREEMENT. 4, DELIVERY AND PROCESSING OF SUBMITTALS. or a2� 4� _ 3. RECEIVE AND UNLOAD PRODUCTS AT SITE. A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR HANDLING AND PROCESSING CONTRACT C. APPLICATION FOR PAYMENT FORMS: USE AIA DOCUMENT G702 AND AIA DOCUMENT G703 AS FORM FOR APPLICATIONS FOR 5. PROGRESS MEETINGS. 4TF OF N � G 003 . 00 T a 4. PROMPTLY INSPECT PRODUCTS JOINTLY WITH OWNER;RECORD SHORTAGES,DAMAGE,AND DEFECTIVE ITEMS, MODIFICATIONS. PAYMENT. 6. PREINSP TALLATION CONFERENCES. U') Ca 5. HANDLE PRODUCTS AT SITE; INCLUDING UNCRATING AND STORAGE. 1.2 MINOR CHANGES IN THE WORK D. APPLICATION PREPARATION: COMPLETE EVERY ENTRY ON FORM. NOTARIZE AND EXECUTE BY A PERSON AUTHORIZED TO 7. PROJECT CLOSEOUT ACTIVITIES. CAD FILE N0. PAGE 003.DWG #of# 77: cu MATTITUCK-G C7 J I. STARTUP AND ADJUSTMENT OF SYSTEMS. HAVE PRECEDED OR WILL FOLLOW,SHALL ATTEND THE MEETING, ADVISE ARCHITECT OF SCHEDULED MEETING DATES, REVISED SCHEDULE CONCURRENTLY WITH REPORT OF EACH MEETING. D. CONSERVATION: COORDINATE CONSTRUCTION ACTIVITIES TO ENSURE THAT OPERATIONS ARE CARRIED OUT WITH 2. AGENDA: REVIEW PROGRESS OF OTHER CONSTRUCTION ACTIVITIES AND PREPARATIONS FOR THE PARTICULAR c. REVIEW PRESENT AND FUTURE NEEDS OF EACH CONTRACTOR PRESENT INCLUDING THE FOLLOWING: e. SUBSTANTIAL COMPLETION, CONSIDERATION GIVEN TO CONSERVATION OF ENERGY, WATER, AND MATERIALS. COORDINATE USE OF TEMPORARY ACTIVITY UNDER CONSIDERATION,INCLUDING REQUIREMENTS FOR THE FOLLOWING: 0 OWING; D. MILESTONES: INCLUDE MILESTONES INDICATED IN THE CONTRACT DOCUMENTS IN SCHEDULE, INCLUDING, BUT NOT LIMITED UTILITIES TO MINIMIZE WASTE. a. CONTRACT DOCUMENTS. 1) INTERFACE REQUIREMENTS. TO,THE NOTICE TO PROCEED,SUBSTANTIAL COMPLETION,AND FINAL COMPLETION. 2) SEQUENCE OF OPERATIONS. E. COST CORRELATION: SUPERIMPOSE A COST CORRELATION TIMELINE, INDICATING PLANNED AND ACTUAL COSTS. ON THE 1.5 REQUESTS FOR INFORMATION(RFIS) b. OPTIONS. LINE, SHOW PLANNED AND ACTUAL DOLLAR VOLUME OF THE WORK PERFORMED AS OF PLANNED AND ACTUAL DATE 3) DELIVESTATURIES. IES.OF SUBMITTALS. S USED 0mpo ' �,o 0 A. GENERAL; IMMEDIATELY ON DISCOVERY OF THE NEED FOR ADDITIONAL INFORMATION OR INTERPRETATION OF THE c, RELATED RFIS. FOR PREPARATION OF PAYMENT REQUESTS. ��`7C��11�J LL1I�� CONTRACT DOCUMENTS,CONTRACTOR SHALL PREPARE AND SUBMIT AN RFI IN THE FORM SPECIFIED. 4) DELIVEP,IES. d, RELATED CHANGE ORDERS. 5) OFF-SITE FABRICATION. F. UPCOMING WORK SUMMARY; PREPARE SUMMARY REPORT INDICATING ACTIVITIES SCHEDULED TO OCCUR OR COMMENCE 1. ARCHITECT WILL RETURN RFIS SUBMITTED TO ARCHITECT BY OTHER ENTITIES CONTROLLED BY CONTRACTOR WITH NO PRIOR IN SUBMITTAL OF NEXT SCHEDULE UPDATE. SUMMARIZE THE FOLLOWING ISSUES: RESPONSE. e. PURCHASES. 6) ACCESS. f. DELIVERIES. 1. UNRESOLVED ISSUES. 2. COORDINATE AND SUBMIT RFIS IN A PROMPT MANNER SO AS TO AVOID DELAYS IN CONTRACTOR'S WORK OR WORK OF 7) SITE UTILIZATION. SUBCONTRACTORS. g. SUBMITTALS. 8) TEMPORARY FACILITIES AND CONTROLS. 2. UNANSWERED REQUESTS FOR INFORMATION. (LIENT: B. FRIVOLOUS RFIS: CONTRACTORS SHALL ADEQUATELY STUDY AND COMPARE CONTRACT DOCUMENTS, AND COORDINATE h. REVIEW OF MOCKUPS, 3. REJECTED OR UNRETURNED SUBMITTALS. THEIR OWN WORK. 9) HAZARDS AND RISKS. 4. NOTATIONS ON RETURNED SUBMITTALS, 1. DO NOT USE RFI TO JUSTIFY CLAIMS FOR DELAYS IN CONSTRUCTION SCHEDULE, CLAIMS THAT CONTRACT DOCUMENTS i. POSSIBLE CONFLICTS.j. COMPATIBILITY REQUIREMENTS, 10) PROGRESS CLEANING, 5. PENDING MODIFICATIONS AFFECTING THE WORK AND CONTRACT 11) QUALITY AND WORK STANDARDS. TIME. ARM ARE INADEQUATE,AND CLAIMS THAT ARCHITECT IS NONRESPONSIVE. k• TIME SCHEDULES, G. COMPUTER SCHEDULING SOFTWARE; PREPARE SCHEDULES USING CURRENT VERSION OF A PROGRAM THAT HAS BEEN 2. CONTRACTOR'S WILL. BE ASSESSED THE COST OF ARCHITECT'S TIME AND MATERIALS FOR UNNECESSARY OR 12) CHANGE ORDERS. DEVELOPED SPECIFICALLY TO MANAGE CONSTRUCTION SCHEDULES. I. WEATHER LIMITATIONS. 1'�EngineeringD.P.C./we engineersuccess FRIVOLOUS RFI. m. MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. REPORTING: RECDRD MEETING RESULTS AND DISTRIBUTE COPIES TO EVERYONE IN ATTENDANCE AND TO OTHERS 1.6 STARTUP CONSTRUCTION SCHEDULE 116 West 32nd Street,12th Floor,New York,N.Y.10001 3. DO NOT USE RFI TO CONFIRM CONTENT OF PREVIOUS E-MAILS. n. WARRANTY REQUIREMENTS. AFFECTED BY DECSIONS OR ACTIONS RESULTING FROM EACH MEETING. P 212.643.9055 F 212.643.0503 www.mgedpc.net A. PREPARATION: INDICATE EACH SIGNIFICANT CONSTRUCTION ACTIVITY SEPARATELY. IDENTIFY FIRST WORKDAY OF EACH C. CONTENT OF THE RFI: INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF ITEM NEEDING INFORMATION OR INTERPRETATION WEEK WITH A CONTINUOUS VERTICAL LINE. OUTLINE SIGNIFICANT CONSTRUCTION ACTIVITIES FOR FIRST 90 DAYS OF AND THE FOLLOWING: o. COMPATIBILITY OF MATERIALS. 1. PROJECT NAME. p. ACCEPTABILITY OF SUBSTRATES. SECTION 103200-CONSTRUCTIDN PROGRESS DOCUMENTATION CONSTRUCTION. INCLUDE SKELETON DIAGRAM FOR THE REMAINDER OF THE WORK AND A CASH REQUIREMENT PREDICTION IEP ERp" EEI� 2. PROJECT NUMBER. q. TEMPORARY FACILITIES AND CONTROLS, 1.1 SUMMARY BASED ON INDICATED ACTIVITIES, A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR DOCUMENTING THE PROGRESS OF 1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE(GANTT CHART) 3. DATE. r. SPACE AND ACCESS LIMITATIONS. CONSTRUCTION DURING PERFORMANCE OF THE WORK, INCLUDING THE FOLLOWING: A. GANTT-CHART SCHEDULE: SUBMIT A COMPREHENSIVE, FULLY DEVELOPED, HORIZONTAL, GANTT-CHART-TYPE, 4. NAME OF CONTRACTOR. s. REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 1. STARTUP CONSTRUCTION SCHEDULE. CONTRACTOR'S CONSTRUCTION SCHEDULE WITHIN 10 DAYS OF DATE ESTABLISHED FOR THE NOTICE TO PROCEED. BASE 5. SCHEDULE ON THE STARTUP CONSTRUCTION SCHEDULE AND ADDITIONAL INFORMATION RECEIVED SINCE THE START OF NAME OF ARCHITECT, t. TESTING AND INSPECTING REQUIREMENTS. 2. CONTRACTOR'S CONSTRUCTION SCHEDULE. 6, RFI NUMBER,NUMBERED SEQUENTIALLY, u. INSTALLATION PROCEDURES. 3. CONSTRUCTION SCHEDULE UPDATING REPORTS, PROJECT. 7. RFI SUBJECT, V. COORDINATION WITH OTHER WORK. B. PREPARATION; INDICATE EACH SIGNIFICANT CONSTRUCTION ACTIVITY SEPARATELY. IDENTIFY FIRST WORKDAY OF EACH 4. DAILY CONSTRUCTION REPORTS. WEEK WITH A CONTINUOUS VERTICAL LINE. 8. SPECIFICATION SECTION NUMBER AND TITLE AND RELATED PARAGRAPHS,AS APPROPRIATE. w. REQUIRED PERFORMANCE RESULTS. 9. DRAWING NUMBER AND DETAIL REFERENCES AS APPROPRIATE. X. PROTECTION OF ADJACENT WORK, 5. MATERIAL LOCATION REPORTS. 1. FOR CONSTRUCTION ACTIVITIES THAT REQUIRE THREE MONTHS OR LONGER TO COMPLETE, INDICATE AN ESTIMATED 10. FIELD DIMENSIONS AND CONDITIONS,AS APPROPRIATE. y. PROTECTION OF CONSTRUCTION AND PERSONNEL, 6. SITE CONDITION REPORTS. COMPLETION PERCENTAGE IN 10 PERCENT INCREMENTS WITHIN TIME BAR.7. SPECIAL REPORTS. 1.8 REPORTS 11. CONTRACTOR'S SUGGESTED RESOLUTION. IF CONTRACTOR'S SUGGESTED RESOLUTION IMPACTS THE CONTRACT TIME 3. RECORD SIGNIFICANT CONFERENCE DISCUSSIONS, AGREEMENTS, AND DISAGREEMENTS, INCLUDING REQUIRED 1.2 DEFINITIONS A. DAILY CONSTRUCTION REPORTS: PREPARE A DAILY CONSTRUCTION REPORT RECORDING THE FOLLOWING INFORMATION OR THE CONTRACT SUM,CONTRACTOR SHALL STATE IMPACT IN THE RFI, CORRECTIVE MEASURES AND ACTIONS, A. ACTIVITY: A DISCRETE PART OF A PROJECT THAT CAN BE IDENTIFIED FOR PLANNING, SCHEDULING, MONITORING, AND CONCERNING EVENTS AT PROJECT SITE; 12. CONTRACTOR'S SIGNATURE. 4. REPORTING: DISTRIBUTE MINUTES OF THE MEETING TO EACH PARTY PRESENT AND TO OTHER PARTIES REQUIRING CONTROLLING THE CONSTRUCTION PROJECT. ACTIVITIES INCLUDED IN A CONSTRUCTION SCHEDULE CONSUME TIME AND 1. LIST OF SUBCONTRACTORS AT PROJECT SITE. 13. ATTACHMENTS: INCLUDE SKETCHES, DESCRIPTIONS, MEASUREMENTS, PHOTOS, PRODUCT DATA, SHOP DRAWINGS, INFORMATION. RESOURCES. 2• LIST OF SEPARATE CONTRACTORS AT PROJECT SITE. COORDINATION DRAWINGS, AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE ITEMS NEEDING 5. DO NOT PROCEED WITH INSTALLATION IF THE CONFERENCE CANNOT BE SUCCESSFULLY CONCLUDED. INITIATE 1. CRITICAL ACTIVITY: AN ACTIVITY ON THE CRITICAL PATH THAT MUST START AND FINISH ON THE PLANNED EARLY START 3. APPROXIMATE COUNT OF PERSONNELAT PROJECT SITE. INTERPRETATION. WHATEVER ACTIONS ARE NECESSARY TO RESOLVE IMPEDIMENTS TO PERFORMANCE OF THE WORK AND RECONVENE AND FINISH TIMES. a. INCLUDE DIMENSIONS, THICKNESSES, STRUCTURAL GRID REFERENCES, AND DETAILS OF AFFECTED MATERIALS, THE CONFERENCE AT EARLIEST FEASIBLE DATE. 2• PREDECESSOR ACTIVITY: AN ACTIVITY THAT PRECEDES ANOTHER ACTIVITY IN THE NETWORK. 4. EQUIPMENT AT PROJECT SITE. ASSEMBLIES,AND ATTACHMENTS ON ATTACHED SKETCHES. D. PROJECT CLOSEOUT CONFERENCE: SCHEDULE AND CONDUCT A PROJECT CLOSEOUT CONFERENCE, AT A TIME 5. MATERIAL DELIVERIES. CONVENIENT TO OWNER AND ARCHITECT, BUT NO LATER THAN 45 DAYS PRIOR TO THE SCHEDULED DATE OF SUBSTANTIAL 3. SUCCESSOR ACTIVITY: AN ACTIVITY THAT FOLLOWS ANOTHER ACTIVITY IN THE NETWORK. 6. HIGH AND LOW TEMPERATURES AND GENERAL WEATHER CONDITIONS,INCLUDING PRESENCE OF RAIN OR SNOW. D. RFI FORMS: AIA DOCUMENT G716. 1ATTACHMENTS SHALL BE ELECTRONIC FILES IN ADOBE ACROBAT PDF FORMAT, COMPLETION. B. COST LOADING; THE ALLOCATION OF THE SCHEDULE OF VALUES FOR THE COMPLETION OF AN ACTIVITY AS SCHEDULED, 7• ACCIDENTS. . 1. REVISE FOUR SUBPARAGRAPHS BELOW IF CONDUCTING CONFERENCE IS THE RESPONSIBILITY OF CONTRACTOR. THE SUM OF COSTS FCR ALL ACTIVITIES MUST EQUAL THE TOTAL CONTRACT SUM UNLESS OTHERWISE APPROVED BY E. ARCHITECT'S ACTION: ARCHITECT WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND RESPOND, ALLOW FIVE 2CONDUCT ARCHITECT. 8. MEETINGS AND SIGNIFICANT DECISIONS. WORKING DAYS FOR ARCHITECT'S RESPONSE FOR EACH RFI. RFIS RECEIVED BY ARCHITECT AFTER 1:00 P.M. WILL BE . UCT THE CONFERENCE TO REVIEW REQUIREMENTS AND RESPONSIBILITIES RELATED TO PROJECT CLOSEOUT. 9. UNUSUAL EVENTS(SEE SPECIAL REPORTS). , , CONSULTANTS; CONTRACTOR AND 3. ATTENDEES: AUTHORIZED REPRESENTATIVES OF OWNERARCHITECTAND THEIR COC. EVENT: THE STARTING OR ENDING POINT OF AN ACTIVITY. CONSIDERED AS RECEIVED THE FOLLOWING WORK NG DAY. D. FLOAT: THE MEASURE OF LEEWAY IN STARTING AND COMPLETING AN ACTIVITY. 10. STOPPAGES,DELAYS,SHORTAGES,AND LOSSES. 1. THE FOLLOWING CONTRACTOR-GENERATED RFIS WILL BE RETURNED WITHOUT ACTION: ITS SUPERINTENDENT; MAJOR SUBCONTRACTORS; SUPPLIERS; AND OTHER CONCERNED PARTIES SHALL ATTEND THE MEETING. PARTICIPANTS AT THE MEETING SHALL BE FAMILIAR WITH PROJECT AND AUTHORIZED TO CONCLUDE 1• FLOAT TIME BELONGS TO OWNER. 11. METER READINGS AND SIMILAR RECORDINGS. a. REQUESTS FOR APPROVAL OF SUBMITTALS, MATTERS RELATING TO THE WORK. E. RESOURCE LOADING: TI-E ALLOCATION OF MANPOWER AND EQUIPMENT NECESSARY FOR THE COMPLETION OF AN ACTIVITY 12. EMERGENCY PROCEDURES, b. REQUESTS FOR APPROVAL OF SUBSTITUTIONS. 4. AGENDA: DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT OR DELAY PROJECT CLOSEOUT, INCLUDING THE AS SCHEDULED, 13. ORDERS AND REQUESTS OF AUTHORITIES HAVING JURISDICTION. c. REQUESTS FOR APPROVAL OF CONTRACTOR'S MEANS AND METHODS. FOLLOWING; 1.3 INFORMATIONAL SUBMITTALS 14. CHANGE ORDERS RECEIVED AND IMPLEMENTED. d. REQUESTS FOR COORDINATION INFORMATION ALREADY INDICATED IN THE CONTRACT DOCUMENTS. a. PREPARATION OF RECORD DOCUMENTS. A. FORMAT FOR SUBMITTALS: SUBMIT REQUIRED SUBMITTALS IN PDF ELECTRONIC FILE FORMAT: 15. CONSTRUCTION CHANGE DIRECTIVES RECEIVED AND IMPLEMENTED. e. REQUESTS FOR ADJUSTMENTS IN THE CONTRACT TIME OR THE CONTRACT SUM. b. PROCEDURES REQUIRED PRIOR TO INSPECTION FOR SUBSTANTIAL COMPLETION AND FOR FINAL INSPECTION FOR B. STARTUP CONSTRUCTION SCHEDULE. 16. SERVICES CONNECTED AND DISCONNECTED. f. REQUESTS FOR INTERPRETATION OF ARCHITECT'S ACTIONS ON SUBMITTALS. ACCEPTANCE. g. INCOMPLETE RFIS OR INACCURATELY PREPARED RFIS, c. SUBMITTAL OF WRITTEN WARRANTIES. 1, APPROVAL OF COST-LOADED, STARTUP CONSTRUCTION SCHEDULE WILL NOT CONSTITUTE APPROVAL OF SCHEDULE OF 17. EQUIPMENT OR SYSTEM TESTS AND STARTUPS.h, FRIVOLOUS RFIS. d, REQUIREMENTS FOR PREPARING OPERATIONS AND MAINTENANCE DATA. VALUES FOR COST-LOADED ACTIVITIES, 18. PARTIAL COMPLETIONS AND OCCUPANCIES.C. STARTUP NETWORK DIAGRAM: OF SIZE REQUIRED TO DISPLAY ENTIRE NETWORK FOR ENTIRE CONSTRUCTION PERIOD. 19• SUBSTANTIAL COMPLETIONS AUTHORIZED. 2. ARCHITECT'S ACTION MAY INCLUDE A REQUEST FOR ADDITIONAL INFORMATION, IN WHICH CASE ARCHITECT'S TIME FOR e. REQUIREMENTS FOR DELIVERY OF MATERIAL SAMPLES,ATTIC STOCK,AND SPARE PARTS. SHOW LOGIC TIES FOR ACTIVITIES. B. MATERIAL LOCATION REPORTS: AT WEEKLY INTERVALS, PREPARE AND SUBMIT A COMPREHENSIVE LIST OF MATERIALS RESPONSE WILL DATE FROM TIME OF RECEIPTOF ADDITIONAL INFORMATION. f. REQUIREMENTS FOR DEMONSTRATION AND TRAINING, D. CONTRACTOR'S CONSTRJCTION SCHEDULE: INITIAL SCHEDULE, OF SIZE REQUIRED TO DISPLAY ENTIRE SCHEDULE FOR DELIVERED TO AND STORED AT PROJECT SITE. LIST SHALL BE CUMULATIVE, SHOWING MATERIALS PREVIOUSLY REPORTED 3. ARCHITECT'S ACTION ON RFIS THAT MAY RESULT IN A CHANGE TO THE CONTRACT TIME OR THE CONTRACT SUM MAY BE g PREPARATION OF CONTRACTOR'S PUNCH LIST. ENTIRE CONSTRUCTION PERIOD. PLUS ITEMS RECENTLY DELIVERED. INCLUDE WITH LIST A STATEMENT OF PROGRESS ON AND DELIVERY DATES FOR ELIGIBLE FOR CONTRACTOR TO SUBMIT CHANGE PROPOSAL ACCORDING TO SECTION 012600. h. PROCEDURES FOR PROCESSING APPLICATIONS FOR PAYMENT AT SUBSTANTIAL COMPLETION AND FOR FINAL 1• SUBMIT A WORKING ELECTRONIC COPY OF SCHEDULE, USING SOFTWARE INDICATED, AND LABELED TO COMPLY WITH MATERIALS OR ITEMS OF EQUIPMENT FABRICATED OR STORED AWAY FROM PROJECT SITE, INDICATE THE FOLLOWING a. IF CONTRACTOR 13ELIEVES THE RFI RES'ONSE WARRANTS CHANGE IN THE CONTRACT TIME OR THE CONTRACT PAYMENT. REQUIREMENTS FOR SUBMITTALS. INCLUDE TYPE OF SCHEDULE(INITIAL OR UPDATED)AND DATE ON LABEL. CATEGORIES FOR STORED MATERIALS: SUM, NOTIFY ARCHITECT IN WRITING WITHIN 7 DAYS OF RECEIPT OF THE RFI RESPONSE. L SUBMITTAL PROCEDURES. E. CONSTRUCTION SCHEDULE UPDATING REPORTS: SUBMIT WITH APPLICATIONS FOR PAYMENT. 1. MATERIAL STORED PRIOR TO PREVIOUS REPORT AND REMAINING IN STORAGE. F. RFI LOG: PREPARE, MAINTAIN,AND SUBMIT A TABULAR LOG OF RFIS ORGANIZED BY THE RFI NUMBER. SUBMIT LOG WEEKLY. j. COORDINATION OF SEPARATE CONTRACTS. F. DAILY CONSTRUCTION REPORTS: SUBMIT AT WEEKLY INTERVALS. 2. MATERIAL STORED PRIOR TO PREVIOUS REPORT AND SINCE REMOVED FROM STORAGE AND INSTALLED. INCLUDE THE FOLLOWING: 1. PROJECT NAME. k. OWNER'S PARTIAL OCCUPANCY REQUIREMENTS. G. MATERIAL LOCATION REPDRTS: SUBMIT AT WEEKLY INTERVALS, 3. MATERIAL STORED FOLLOWING PREVIOUS REPORT AND REMAINING IN STORAGE. 2. NAME AND ADDRESS OF I. INSTALLATION OF OWNER'S FURNITURE, FIXTURES,AND EQUIPMENT. H. SITE CONDITION REPORTS: SUBMIT AT TIME OF DISCOVERY OF DIFFERING CONDITIONS. C, SITE CONDITION REPORTS: IMMEDIATELY ON DISCOVERY OF A DIFFERENCE BETWEEN SITE CONDITIONS AND THE CONTRACTOR. I. SPECIAL REPORTS: SUBMIT AT TIME OF UNUSUAL EVENT. CONTRACT DOCUMENTS, PREPARE AND SUBMIT A DETAILED REPORT. SUBMIT WITH A REQUEST FOR INFORMATION. M. RESPONSIBILITY FOR REMOVING TEMPORARY FACILITIES AND CONTROLS. 3. NAME AND ADDRESS OF ARCHITECT. 5. MINUTES: RECORD AND DISTRIBUTE MEETING MINUTES. J. QUALIFICATION DATA: FOR SCHEDULING CONSULTANT, INCLUDE A DETAILED DESCRIPTION OF THE DIFFERING CONDITIONS, TOGETHER WITH RECOMMENDATIONS FOR CHANGING 4. RFI NUMBER INCLUDING RFIS THAT WERE RETURNED WITHOUT ACTION OR WITHDRAWN. E. PROGRESS MEETINGS; CONDUCT PROGRESS MEETINGS AT REGULAR INTERVALS. 1.4 COORDINATION THE CONTRACT DOCUMENTS. 5. RFI DESCRIPTION. 1.9 SPECIAL REPORTS 6. DATE THE RFI WAS SUBMITTED. 1- COORDINATE DATES OF MEETINGS WITH PREPARATION OF PAYMENT REQUESTS. A. COORDINATE CONTRACTOR'S CONSTRUCTION SCHEDULE WITH THE SCHEDULE OF VALUES, LIST OF SUBCONTRACTS, A. GENERAL: SUBMIT SPECIAL REPORTS DIRECTLY TO OWNER WITHIN ONE DAY(S) OF AN OCCURRENCE. DISTRIBUTE COPIES 7. DATE ARCHITECT'S RESPONSE WAS RECEIVED. 2. ATTENDEES: IN ADDITION TO REPRESENTATIVES OF OWNER AND ARCHITECT, EACH CONTRACTOR, SUBCONTRACTOR, SUBMITTAL SCHEDULE, PROGRESS REPORTS,PAYMENT REQUESTS,AND OTHER REQUIRED SCHEDULES AND REPORTS. OF REPORT TO PARTIES AFFECTED BY THE OCCURRENCE. SUPPLIER,AND OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED IN PLANNING, COORDINATION, OR 1• SECURE TIME COMMTMENTS FOR PERFORMING CRITICAL ELEMENTS OF THE WORK FROM ENTITIES INVOLVED. B. REPORTING UNUSUAL EVENTS: WHEN AN EVENT OF AN UNUSUAL AND SIGNIFICANT NATURE OCCURS AT PROJECT SITE G. ON RECEIPT OF ARCHITECT'S ACTION, UPDATE THE RFI LOG AND IMMEDIATELY DISTRIBUTE THE RFI RESPONSE TO PERFORMANCE OF FUTURE ACTIVITIES SHALL BE REPRESENTED AT THESE MEETINGS. ALL PARTICIPANTS AT THE 2. COORDINATE EACH CONSTRUCTION ACTIVITY IN THE NETWORK WITH WHETHER OR NOT RELATED MEETING SHALL BE FAMILIAR WITH PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK. TH OTHER ACTIVITIES AND SCHEDULE THEM IN ED DIRECTLY TO THE WORK, PREPARE AND SUBMIT A SPECIAL REPORT. LIST CHAIN OF EVENTS, AFFECTED PARTIES. REVIEW RESPONSE AND NOTIFY ARCHITECT WITHIN FIVE DAYS IF CONTRACTOR DISAGREES WITH PROPER SEQUENCE. PERSONS PARTICIPATING, RESPONSE BY CONTRACTOR'S PERSONNEL, EVALUATION OF RESULTS OR EFFECTS, AND SIMILAR RESPONSE. 3. AGENDA: REVIEW AND CORRECT OR APPROVE MINUTES OF PREVIOUS PROGRESS MEETING, REVIEW OTHER ITEMS OF PERTINENT INFORMATION. ADVISE OWNER IN ADVANCE WHEN THESE EVENTS ARE KNOWN OR PREDICTABLE. SIGNIFICANCE THAT COULD AFFECT PROGRESS. INCLUDE TOPICS FOR DISCUSSION AS APPROPRIATE TO STATUS OF 1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE,GENERAL 1. IDENTIFICATION RELATED MINOR CHANGE IN THE WORK, CONSTRUCTION CHANGE DIRECTIVE, AND PROPOSAL REQUEST,AS APPROPRIATE, PROJECT. A. TIME FRAME: EXTEND SCHEDULE FROM DATE ESTABLISHED FOR THE NOTICE OF AWARD TO DATE OF FINAL COMPLETION. 1.10 CONTRACTOR'S CONSTRUCTION SCHEDULE 2. IDENTIFICATION OF RELATED FIELD ORDER,WORK CHANGE DIRECTIVE,AND PROPOSAL REQUEST,AS APPROPRIATE. a• CONTRACTOR'S CONSTRUCTION SCHEDULE: REVIEW PROGRESS SINCE THE LAST MEETING, DETERMINE 1• CONTRACT COMPLETION DATE SHALL NOT BE CHANGED BY SUBMISSION OF A SCHEDULE THAT SHOWS AN EARLYA. CONTRACTOR'S CONSTRUCTION SCHEDULE UPDATING: AT MONTHLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 1.6 PROJECT MEETINGS CONSTRUCTION PROGRESS AND ACTIVITIES, ISSUE SCHEDULE ONE WEEK BEFORE EACH REGULARLY SCHEDULED WHETHER EACH ACTIVITY IS ON TIME, AHEAD OF SCHEDULE, OR BEHIND SCHEDULE, IN RELATION TO COMPLETION DATE, UNLESS SPECIFICALLY AUTHORIZED BY CHANGE ORDER.CONTRACTOR'S CONSTRUCTION SCHEDULE. DETERMINE HOW CONSTRUCTION BEHIND SCHEDULE WILL BE B. ACTIVITIES: TREAT EACH STORY OR SEPARATE AREA AS A SEPARATE NUMBERED ACTIVITY FOR EACH MAIN ELEMENT OF PROGRESS MEETING, NO. REVISION TDATE BY A. GENERAL: SCHEDULE AND CONDUCT MEETINGS AND CONFERENCES AT PROJECT SITE UNLESS OTHERWISE INDICATED. EXPEDITED; SECURE COMMITMENTS FROM PARTIES INVOLVED TO DO SO. DISCUSS WHETHER SCHEDULE THE WORK. COMPLY WITS-THE FOLLOWING: 1. REVISE SCHEDULE IMMEDIATELY AFTER EACH MEETING OR OTHER ACTIVITY WHERE REVISIONS HAVE BEEN REVISIONS ARE REQUIRED TO ENSURE THAT CURRENT AND SUBSEQUENT ACTIVITIES WILL BE COMPLETED WITHIN RECOGNIZED OR MADE. ISSUE UPDATED SCHEDULE CONCURRENTLY WITH THE REPORT OF EACH SUCH MEETING.ATTENDEES: INFORM PARTICIPANTS AND OTHERS INVOLVED, AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED, OF 1. ACTIVITY DURATION; DEFINE ACTIVITIES SO NO ACTIVITY IS LONGER THAN 20 DAYS, UNLESS SPECIFICALLYALLOWED BY 2. INCLUDE A REPORT WITH UPDATED SCHEDULE THAT INDICATES EVERY CHANGE INCLUDING B T NDATE AND TIME OF EACH MEETING. NOTIFY OWNER AND ARCHITECT OF SCHEDULED MEETING DATES AND TIMES. THE CONTRACT TIME. ARCHITECT. U OT LIMITED TO,1) REVIEW SCHEDULE FOR NEXT PERIOD. CHANGES IN LOGIC, DURATIONS,ACTUAL STARTS AND FINISHES,AND ACTIVITY DURATIONS. i'tecture 2, AGENDA: PREPARE THE MEETING AGENDA. DISTRIBUTE THE AGENDA TO ALL INVITED ATTENDEES. 2. PROCUREMENT ACTIVITIES: INCLUDE PROCUREMENT PROCESS ACTIVITIES FOR THE LONG LEAD ITEMS AND MAJOR N SCHEDULE. PROCUREMENT CYCLE 3. AS THE WORK PROGRESSES, INDICATE FINAL COMPLETION PERCENTAGE FOR EACH ACTIVITY.,,. REVIEW PRESENT AND FUTURE NEEDS OF EACH ENTITY PRESENT, INCLUDING THE FOLLOWING: ITEMSREQUIRING A CYCLE OF MORE THAN 60 DAYSAS SEPARATE ACTIVITIES I 3. MINUTES: CONTRACTOR WILL RECORD SIGNFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED. DISTRIBUTE THE b 0 SEPARATE CONTRACTORS,MEETING MINUTES TO EVERYONE CONCERNED, INCLUDING OWNER AND ARCHITECT, WITHIN THREE DAYS OF THE 1) INTERFACE REQUIREMENTS, ACTIVITIES INCLUDE,BUT ARE NOT LIMITED TO,SUBMITTALS,APPROVALS,PURCHASING,FABRICATION,AND DELIVERY. B. DISTRIBUTION: DISTRIBUTE COPIES OF APPROVED SCHEDULE TO ARCHITECT OWNER TRACTORS, TESTING MEETING. U 3. SUBMITTAL REVIEW TIME: INCLUDE REVIEW AND RESUBMITTAL TIMES INDICATED IN SECTION 01 33 00 "SUBMITTAL AND INSPECTING AGENCIES, AND OTHER PARTIES IDENTIFIED BY CONTRACTOR WITH A NEED-TO-KNOW SCHEDULE 2) SEQUENCE OF RESPONSIBILITY, TPG ARCHITECTURE, LLP B. PRECONSTRUCTION CONFERENCE: SCHEDULE AND CONDUCT A PRECONSTRUCTION CONFERENCE BEFORE STARTING 3) STATUS OF SSUBMITTALS. PROCEDURES" IN SCHEDULE. COORDINATE SUBMITTAL REVIEW TIMES IN CONTRACTOR'S CONSTRUCTION SCHEDULE CONSTRUCTION, AT A TIME CONVENIENT TO OWNER AND ARCHITECT, BUT NO LATER THAN 10 DAYS AFTER EXECUTION OF WITH SUBMITTAL SCHEDULE. 1. POST COPIES IN PROJECT MEETING ROOMS AND TEMPORARY FIELD OFFICES. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 THE AGREEMENT. 4) DELIVERIES. 4. STARTUP AND TESTING TIME: INCLUDE NO FEWER THAN 10 DAYS FOR STARTUP AND TESTING. 2. WHEN REVISIONS ARE MADE, DISTRIBUTE UPDATED SCHEDULES TO THE SAME PARTIES AND POST IN THE SAME 631.547.7300 TPGARCHITECTURE.COM 1. CONDUCT THE CONFERENCE TO REVIEW RESPONSIBILITIES AND PERSONNEL ASSIGNMENTS. 5) OFF-SITE FABRICATION. 5. SUBSTANTIAL COMPLETION; INDICATE COMPLETION IN ADVANCE OF DATE ESTABLISHED FOR SUBSTANTIAL LOCATIONS. DELETE PARTIES FROM DISTRIBUTION WHEN THEY HAVE COMPLETED THEIR ASSIGNED PORTION OF THE 2. ATTENDEES: AUTHORIZED REPRESENTATIVES OF OWNER ARCHITECT, AND THEIR CONSULTANTS; CONTRACTOR AND 6) ACCESS. COMPLETION, AND ALLOW TIME FOR ARCHITECT'S ADMINISTRATIVE PROCEDURES NECESSARY FOR CERTIFICATION OF WORKAND ARE NO LONGER INVOLVED IN PERFORMANCE OF CONSTRUCTION ACTIVITIES. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ITS SUPERINTENDENT; MAJOR SUBCONTRACTORS; SUPPLIERS; AND OTHER CONCERNED PARTIES SHALL ATTEND THE 7) SITE UTILIZATION. SUBSTANTIAL COMPLETION. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT CONFERENCE. PARTICIPANTS AT THE CONFERENCE SHALL BE FAMILIAR WITH PROJECT AND AUTHORIZED TO 8) TEMPORARY FACILITIES AND CONTROLS, 6. PUNCH LIST AND FINAL COMPLETION; INCLUDE NOT MORE THAN 20 DAYS FOR COMPLETION OF PUNCH LIST ITEMS AND SECTION 013233•PHOTOGRAPHIC DOCUMENTATION PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE CONCLUDE MATTERS RELATING TO THE WORK. FINAL COMPLETION. 1.1 SUMMARY LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 9) PROGRESS CLEANING. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 3. AGENDA: DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS,INCLUDING THE FOLLOWING: 10) QUALITY AND WORK STANDARDS. C. CONSTRAINTS: INCLUDE CONSTRAINTS AND WORK RESTRICTIONS INDICATED IN THE CONTRACT DOCUMENTS AND AS A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE FOLLOWING: OR IN FOLLOWS IN SCHEDULE,AND SHOW HOW THE SEQUENCE OF THE WORK IS AFFECTED. ANY WAY CONNECTED WITH THE USE, RE USE, MIS-USE, MODIFICATION, a. TENTATIVE CONSTRUCTION SCHEDULE, 11) STATUS OF CORRECTION OF DEFICIENT ITEMS. 1. PERIODIC CONSTRUCTION PHOTOGRAPHS, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED b. PHASING. 1. WORK BY OWNER: INCLUDE A SEPARATE ACTIVITY FOR EACH PORTION OF THE WORK PERFORMED BY OWNER, O TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 12) FIELD OBSERVATIONS. 2. WORK RESTRICTIONS: SHOW THE EFFECT OF THE FOLLOWING ITEMS ON THE SCHEDULE: 1.2 INFORMATIONAL SUBMITTALS c. CRITICAL WORK SEQUENCING AND LONG-LEAD ITEMS. 13) STATUS OF RFIS. A. QUALIFICATION DATA: FOR WEB-BASED PHOTOGRAPHIC DOCUMENTATION SERVICE PROVIDER. d. DESIGNATION OF KEY PERSONNEL AND THEIR DUTIES. a. COORDINATION'NITH EXISTING CONSTRUCTION. PROJECT 14) STATUS OF PROPOSAL REQUESTS. B. KEY PLAN: SUBMIT KEY PLAN OF PROJECT SITE AND BUILDING WITH NOTATION OF VANTAGE POINTS MARKED FOR LOCATION e. LINES OF COMMUNICATIONS. b. LIMITATIONS OF CONTINUED OCCUPANCIES. AND DIRECTION OF EACH PHOTOGRAPH AND/OR VIDEO RECORDING. CAPITAL ONE 15) PENDING CHANGES. c, UNINTERRUPTIBLE SERVICES. f. PROCEDURES FOR PROCESSING FIELD DECISIONS AND CHANGE ORDERS. 16) STATUS OF CHANGE ORDERS, C. DIGITAL PHOTOGRAPHS: UPLOAD TO OWNER WEB BASED PROJECT MANAGEMENT SITE, IMAGE FILES WITHIN THREE DAYS a g. PROCEDURES FOR RFIS, 17) PENDING CLAIMS AND DISPUTES. d. PARTIAL OCCUPANCY BEFORE SUBSTANTIAL COMPLETION. OF TAKING PHOTOGRAPHS. MATTITUCK, NY e. USE OF PREMISES RESTRICTIONS. 1. DIGITAL CAMERA: MINIMUM SENSOR RESOLUTION OF 8 MEGAPIXELS. N h. PROCEDURES FOR TESTING AND INSPECTING. 18) DOCUMENTATION OF INFORMATION FOR PAYMENT REQUESTS. 1 1700 MAIN ROAD "' i. PROCEDURES FOR PROCESSING APPLICATIONS FOR PAYMENT. f. PROVISIONS FOP,FUTURE CONSTRUCTION. 2. FORMAT: MINIMUM 1600 BY 1200 PIXELS, 400 DPI MINIMUM, IN UNALTERED ORIGINAL FILES, WITH SAME ASPECT RATIO C:) j. DISTRIBUTION OF THE CONTRACT DOCUMENTS. TO PARTIES REQUIRING INFORMATION.4. MINUTES: CONDUCT THE MEETING, RECORD ,AND DISTRIBUTE THE MEETING MINUTES TO EACH PARTY PRESENT AND g• ENVIRONMENTAL CONTROL. AS THE SENSOR, UNCROPPED, DATE AND TIME STAMPED, IN FOLDER NAMED BY DATE OF PHOTOGRAPH, MATTITUCK, NY 11952 ACCOMPANIED O KEY PLAN FILE, N k. SUBMITTAL PROCEDURES. a. SCHEDULE UPDATING: REVISE CONTRACTOR'S CONSTRUCTION SCHEDULE AFTER EACH PROGRESS MEETING 3• WORK STAGES: INDICATE IMPORTANT STAGES OF CONSTRUCTION FOR EACH MAJOR PORTION OF THE WORK, DRAWING INCLUDING,BUT NOT LIMITED TO,THE FOLLOWING: 3. IDENTIFICATION: PROVIDE THE FOLLOWING INFORMATION WITH EACH IMAGE DESCRIPTION IN FILE METADATA TAG: U- I. PREPARATION OF RECORD DOCUMENTS. WHERE REVISIONS TO THE SCHEDULE HAVE BEEN MADE OR RECOGNIZED. ISSUE REVISED SCHEDULE o a m. USE OF THE PREMISES. CONCURRENTLY WITH THE REPORT OF EACH MEETING. a. SUBCONTRACT AWARDS. a. DATE PHOTO WAS TAKEN, PROJECT SPECIFICATIONS n. OWNER'S OCCUPANCY REQUIREMENTS. F. COORDINATION MEETINGS: CONDUCT PROJECT COORDINATION MEETINGS AT REGULAR INTERVALS. PROJECT b. SUBMITTALS. b. DESCRIPTION OF VANTAGE POINT. cp o COORDINATION MEETINGS ARE IN ADDITION TO SPECIFIC MEETINGS HELD FOR OTHER PURPOSES, SUCH AS PROGRESS o. RESPONSIBILITY FOR TEMPORARY FACILITIES AND CONTROLS. c. PURCHASES. c. UNIQUE SEQUENTIAL IDENTIFIER, INCLUDING DATE,KEYED TO ACCOMPANYING KEY PLAN. `r p. PROCEDURES FOR MOISTURE AND MOLD CONTROL, MEETINGS AND PREINSTALLATION CONFERENCES. d. FABRICATION. 1.3 USAGE RIGHTS 1• ATTENDEES: IN ADDITION TO REPRESENTATIVES OF OWNER AND ARCHITECT, EACH CONTRACTOR, SUBCONTRACTOR, e. DELIVERIES. A. OBTAIN AND TRANSFER COPYRIGHT USAGE RIGHTS FROM PHOTOGRAPHER TO OWNER FOR UNLIMITED REPRODUCTION OF 6 2!! q. CONSTRUCTION WASTE MANAGEMENT AND RECYCLING. SUPPLIER,AND OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED IN PLANNING,COORDINATION, OR PHOTOGRAPHIC DOCUMENTATION. �, r• PARKING AVAILABILITY. PERFORMANCE OF FUTURE ACTIVITIES SHALL BE REPRESENTED AT THESE MEETINGS. ALL PARTICIPANTS AT THE f. INSTALLATION. Y MEETINGS SHALL BE FAMILIAR WITH PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK, g. TESTS AND INSPECTIONS. 1.4 PHOTOGRAPHIC MEDIA SEAL DATE 10/03/2016 s. OFFICE,WORK,AND STORAGE AREAS. t. EQUIPMENT DELIVERIES AND PRIORITIES. 2. AGENDA: REVIEW AND CORRECT OR APPROVE MINUTES OF THE PREVIOUS COORDINATION MEETING, REVIEW OTHER h. ADJUSTING. A. DIGITAL IMAGES: PROVIDE IMAGES IN JPG FORMAT, PRODUCED BY A DIGITAL CAMERA WITH MINIMUM SENSOR SIZE OF 8 PROJECT N0. Q cn u, FIRST AID. ca ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS. INCLUDE TOPICS FOR DISCUSSION AS APPROPRIATE TO i. CURING. MEGAPIXELS,AND AT AN IMAGE RESOLUTION OF NOT LESS THAN 1600 BY 1200 PIXELS AND 400 DPI. �AEQ qRC 3516014-00 � STATUS OF PROJECT, j, STARTUP AND PLACEMENT INTO FINAL USE AND OPERATION. 1.5 CONSTRUCTION PHOTOGRAPHS TTH 'y �5 \G�A EtysT /]. SCALE w J V. SECURITY, a. COMBINED CONTRACTOR'S CONSTRUCTION SCHEDULE; REVIEW PROGRESS SINCE THE LAST COORDINATION A. GENERAL: TAKE PHOTOGRAPHS USING THE MAXIMUM RANGE OF DEPTH OF FIELD, AND THAT ARE IN FOCUS, TO CLEARLY lug 0�2 99 1 -0 -091 w. PROGRESS CLEANING. MEETING, DETERMINE WHETHER EACH CONTRACT IS ON TIME, AHEAD OF SCHEDULE, OR BEHIND SCHEDULE, IN 4• CONSTRUCTION AREAS: IDENTIFY EACH MAJOR AREA OF CONSTRUCTION FOR EACH MAJOR PORTION OF THE WORK. ¢ N INDICATE WHERE EACH CONSTRUCTION ACTIVITY WITHIN A MAJOR AREA MUST BE SEQUENCED OR INTEGRATED WITH SHOW THE WORK. PHOTOGRAPHS WITH BLURRY OR OUT-OF-FOCUS AREAS WILL NOT BE ACCEPTED. DWG NO, 4. MINUTES: CONDUCT MEETING, RECORD,AND DISTRIBUTE MEETING MINUTES. RELATION TO COMBINED CONTRACTOR'S CONSTRUCTION SCHEDULE. DETERMINE HOW CONSTRUCTION BEHIND OTHER CONSTRUCTION ACTIVITIES TO PROVIDE FOR THE FOLLOWING: 1• MAINTAIN KEY PLAN WITH EACH SET OF CONSTRUCTION PHOTOGRAPHS THAT IDENTIFIES EACH PHOTOGRAPHI SCHEDULE WILL BE EXPEDITED; SECURE COMMITMENTS FROM PARTIES INVOLVED TO DO SO. DISCUSS WHETHER C C. PREINSTALLATION CONFERENCES: CONDUCT A PREINSTALLATION CONFERENCE AT PROJECT SITE BEFORE EACH LOCATION. Q o SCHEDULE REVISIONS ARE REQUIRED TO ENSURE THAT CURRENT AND SUBSEQUENT ACTIVITIES WILL BE a. TEMPORARY ENCLOSURE AND SPACE CONDITIONING. C z CONSTRUCTION ACTIVITY THAT REQUIRES COORDINATION WITH OTHER CONSTRUCTION. COMPLETED WITHIN THE CONTRACT TIME. B. DIGITAL IMAGES: UPLOAD TO OWNER'S WEB BASED PROJECT MANAGEMENT SITE, ALL DIGITAL IMAGES EXACTLY AS "9� 01842% ,y0 b. PERMANENT SPACE ENCLOSURE. 1. ATTENDEES: INSTALLER AND REPRESENTATIVES OF MANUFACTURERS AND FABRICATORS INVOLVED IN OR AFFECTED b. SCHEDULE UPDATING: REVISE COMBINED CONTRACTOR'S CONSTRUCTION SCHEDULE AFTER EACH c. COMPLETION OF MECHANICAL INSTALLATI ORIGINALLY RECORDED IN THE DIGITAL CAMERA, WITHOUT ALTERATION, MANIPULATION, EDITING,OR MODIFICATIONS USIN FO FNS G-004 . 00 cn m BY THE INSTALLATION AND ITS COORDINATION OR INTEGRATION WITH OTHER MATERIALS AND INSTALLATIONS THAT ON. IMAGE-EDITING SOFTWARE. COORDINATION MEETING WHERE REVISIONS TO THE SCHEDULE HAVE BEEN MADE OR RECOGNIZED. ISSUE d. COMPLETION OF ELECTRICAL INSTALLATION. ° CAD FILE N0. PAGE ` PRECONSTRUCTION PHOTOGRAPHS: BEFORE COMMENCEMENT OF CONSTRUCTION,TAKE PHOTOGRAPHS OF PROJECT SI MATTITUCK-G-004.DWG #of# AND SURROUNDING PROPERTIES,INCLUDING EXISTING ITEMS TO REMAIN DURING CONSTRUCTION, FROM DIFFERENT F. RESUBMITTALS: MAKE RESUBMITTALS IN SAME FORM AND NUMBER OF COPIES AS INITIAL SUBMITTAL. D. CLOSEOUT SUBMITTALS AND MAINTENANCE MATERIAL SUBMITTALS: VANTAGE POINTS,AS DIRECTED BY CONSTRUCTION MANAGER AND/OR ARCHITECT. COMPLY WITH REQUIREMENTS SPECIFIED IN G. INSTALLER/APPLICATOR/ERECTOR: CONTRACTOR OR ANOTHER ENTITY ENGAGED BY CONTRACTOR AS AN EMPLOYEE, 1. TAKE 20 PHOTOGRAPHS TO SHOW EXISTING CONDITIONS ADJACENT TO PROPERTY BEFORE STARTING THE 1. NOTE DATE AND CONTENT OF PREVIOUS SUBMITTAL. SECTION 017700 SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, TO PERFORM A PARTICULAR CONSTRUCTION OPERATION, INCLUDING CONSTRUCTION, 2. NOTE DATE AND CONTENT OF REVISION IN LABEL OR TITLE BLOCK AND CLEARLY INDICATE EXTENT OF REVISION. E. MAINTENANCE DATA: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 017823. INSTALLATION,ERECTION,APPLICATION,AND SIMILAR OPERATIONS. D. PERIODIC CONSTRUCTION PHOTOGRAPHS: TAKE 20 PHOTOGRAPHS MONTHLY, COINCIDING WITH THE CUTOFF DATE 3. RESUBMIT SUBMITTALS UNTIL THEY ARE MARKED WITH APPROVAL NOTATION FROM ARCHITECT'S ACTION STAMP. F. QUALIFICATION DATA: PREPARE WRITTEN INFORMATION THAT DEMONSTRATES CAPABILITIES AND EXPERIENCE OF FIRM OR 1. USE OF TRADE-SPECIFIC TERMINOLOGY IN REFERRING TO A TRADE OR ENTITY DOES NOT REQUIRE THAT CERTAINASSOCi CONSTRUCTION ACTIVITIES BE PERFORMED BY ACCREDITED OR UNIONIZED INDIVIDUALS, OR THAT REQUIREMENTS mss,po �e�� �WIATED WITH EACH APPLICATION FOR PAYMENT, SELECT VANTAGE POINTS TO SHOW STATUS OF CONSTRUCTION AND 4. SUBMITTALS SUBMITTED EXCEEDING ONE RESUBMITTAL, ARCHITECT'S REVIEW TIME WILL BE CHARGED TO PERSON. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, CONTACT INFORMATION OF SPECIFIED APPLY EXCLUSIVELY TO SPECIFIC TRADE(S). �C�1 ()� PROGRESS SINCE LAST PHOTOGRAPHS WERE TAKEN. CONTRACTOR. ARCHITECTS AND OWNERS,AND OTHER INFORMATION SPECIFIED. G. WELDING CERTE=ICATES: PREPARE WRITTEN CERTIFICATION THAT WELDING PROCEDURES AND PERSONNEL COMPLY WITH H. EXPERIENCED: WHEN USED WITH AN ENTITY OR INDIVIDUAL, "EXPERIENCED" MEANS HAVING SUCCESSFULLY COMPLETED A G. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TO MANUFACTURERS, SUBCONTRACTORS, SUPPLIERS, O THIS PROJECT; BEING FAMILIAR WITH SECTION 013300-SUBMITTAL PROCEDURES FABRICATORS, INSTALLERS, AUTHORITIES HAVING JURISDICTION, AND OTHERS AS NECESSARY FOR PERFORMANCE OF REQUIREMENTS IN THE CONTRACT DOCUMENTS. SUBMIT RECORD OF WELDING PROCEDURE SPECIFICATION AND MINIMUM OF FIVE PREVIOUS PROJECTS SIMILAR IN NATURE, SIZE, AND EXTENT SPECIAL REQUIREMENTS INDICATED;AND HAVING COMPLIED WITH REQUIREMENTS TT AUTHORITIES HAVING JURISDICTION. 1.1 SUMMARY CONSTRUCTION ACTIVITIES. SHOW DISTRIBUTION ON TRANSMITTAL FORMS. PROCEDURE QUALIFICATION RECORD ON AWS FORMS. INCLUDE NAMES OF FIRMS AND PERSONNEL CERTIFIED. A. SECTION INCLUDES REQUIREMENTS FOR THE SUBMITTAL SCHEDULE AND ADMINISTRATIVE AND PROCEDURAL H. USE FOR CONSTRUCTION: RETAIN COMPLETE COPIES OF SUBMITTALS ON PROJECT SITE. USE ONLY FINAL ACTION H. INSTALLER CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT INSTALLER 1.3 CONFLICTING REQUIREMENTS CLIENT: REQUIREMENTS FOR SUBMITTING SHOP DRAWINGS, PRODUCT DATA,SAMPLES,AND OTHER SUBMITTALS. SUBMITTALS THAT ARE MARKED WITH APPROVAL NOTATION FROM ARCHITECT'S ACTION STAMP. COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS AND, WHERE REQUIRED, IS AUTHORIZED BY A. REFERENCED STANDARDS: IF COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED AND THE STANDARDS ESTABLISH 1.2 DEFINITIONS 1.5 SUBMITTAL PROCEDURES MANUFACTURER FOR THIS SPECIFIC PROJECT. DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST I. MANUFACTURER CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT STRINGENT REQUIREMENT. REFER CONFLICTING REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO A. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION AND PHYSICAL SAMPLES THAT REQUIRE ARCHITECT'S A. GENERAL SUBMITTAL PROCEDURE REQUIREMENTS: PREPARE AND SUBMIT SUBMITTALS REQUIRED BY INDIVIDUAL MANUFACTURER COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. INCLUDE EVIDENCE OF MANUFACTURING ARCHITECT FORA DECISION BEFORE PROCEEDING, -L vi *'�.� 1 RESPONSIVE ACTION. ACTION SUBMITTALS ARE THOSE SUBMITTALS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS AS SPECIFICATION SECTIONS. TYPES OF SUBMITTALS ARE INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS, EXPERIENCE WHERE REQUIRED. B. MINIMUM QUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM .9="=_-,.w_ ,:.- ., „.­ "ACTION SUBMITTALS." 1. SUBMIT ELECTRONIC SUBMITTALS VIA EMAIL AS PDF ELECTRONIC FILES. PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY 'Engineering D.P.C./we engineersuccess J. PRODUCT CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT PRODUCT SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TO COMPLY WITH THESE REQUIREMENTS, 116 West 32nd Street,12th Floor,New York,N.Y.10001 B. INFORMATIONAL SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION AND PHYSICAL SAMPLES THAT DO NOT REQUIRE a. ARCHITECT WILL RETURN ANNOTATED FILE. ANNOTATE AND RETAIN ONE COPY OF FILE AS AN ELECTRONIC COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. P 212.643.9055 F 212.643.0503 www.mgedpe.net ARCHITECT'S RESPONSIVE ACTION. SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING WITH REQUIREMENTS. PROJECT RECORD DOCUMENT FILE. INDICATED NUMERIC VALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THE CONTEXT OF REQUIREMENTS. REFER INFORMATIONAL SUBMITTALS ARE THOSE SUBMITTALS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS AS 2. CERTIFICATES AND CERTIFICATIONS SUBMITTALS; PROVIDE A STATEMENT THAT INCLUDES SIGNATURE OF ENTITY K. MATERIAL CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MATERIAL UNCERTAINTIES TO ARCHITECT FORA DECISION BEFORE PROCEEDING.COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. "INFORMATIONAL SUBMITTALS." RESPONSIBLE FOR PREPARING CERTIFICATION. CERTIFICATES AND CERTIFICATIONS SHALL BE SIGNED BY AN OFFICER 1.4 INFORMATIONAL SUBMITTALS IEP ENGINEER: C. FILE TRANSFER PROTOCOL (FTP): COMMUNICATIONS PROTOCOL THAT ENABLES TRANSFER OF FILES TO AND FROM OR OTHER INDIVIDUAL AUTHORIZED TO SIGN DOCUMENTS ON BEHALF OF THAT ENTITY. L. MATERIAL TEST REPORTS: SUBMIT REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY,ON TESTING AGENCY'S STANDARD A. CONTRACTOR'S FORM, INDICATING AND INTERPRETING TEST RESULTS OF MATERIAL FOR COMPLIANCE WITH REQUIREMENTS IN THE QUALITY-CONTROL PLAN: FOR QUALITY ASSURANCE AND QUALITY CONTROL ACTIVITIES AND ANOTHER COMPUTER OVER A NETWORK AND THAT SERVES AS THE BASIS FOR STANDARD INTERNET PROTOCOLS. AN FTP a. PROVIDE A DIGITAL SIGNATURE WITH DIGITAL CERTIFICATE ON ELECTRONICALLY SUBMITTED CERTIFICATES AND CONTRACT DOCUMENTS. RESPONSIBILITIES. SITE IS A PORTION OF A NETWORK LOCATED OUTSIDE OF NETWORK FIREWALLS WITHIN WHICH INTERNAL AND EXTERNAL CERTIFICATIONS WHERE INDICATED, ERS ARE ABLE TO ACCESS FILES. b. PROVIDE A NOTARIZED STATEMENT ON ORIGINAL PAPER COPY CERTIFICATES AND CERTIFICATIONS WHERE M. PRODUCT TEST REPORTS: SUBMIT WRITTEN REPORTS INDICATING THAT CURRENT PRODUCT PRODUCED BY B. QUALIFICATION DATA: FOR CONTRACTOR'S QUALITY-CONTROL PERSONNEL. D. PORTABLE DOCUMENT FORMAT (PDF): AN OPEN STANDARD FILE FORMAT LICENSED BY ADOBE SYSTEMS USED FOR INDICATED, MANUFACTURER COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. BASE REPORTS ON EVALUATION OF C. TESTING AGENCY QUALIFICATIONS: FOR TESTING AGENCIES SPECIFIED IN "QUALITY ASSURANCE" ARTICLE TO REPRESENTING DOCUMENTS IN A DEVICE-INDEPENDENT AND DISPLAY RESOLUTION-INDEPENDENT FIXED-LAYOUT 1.6 ACTION SUBMITTALS TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING AGENCY, OR ON COMPREHENSIVE TESTS DEMONSTRATE THEIR CAPABILITIES AND EXPERIENCE. INCLUDE PROOF OF QUALIFICATIONS IN THE FORM OF A RECENT DOCUMENT FORMAT. PERFORMED BY A QUALIFIED TESTING AGENCY, REPORT ON THE INSPECTION OF THE TESTING AGENCY BY A RECOGNIZED AUTHORITY. 1.3 ACTION SUBMITTALS A. GENERAL: PREPARE AND SUBMIT ACTION SUBMITTALS REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS. N. RESEARCH REPORTS: SUBMIT WRITTEN EVIDENCE, FROM A MODEL CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES D. SCHEDULE OF TESTS AND INSPECTIONS: PREPARE IN TABULAR FORM AND INCLUDE THE FOLLOWING: B. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF HAVING JURISDICTION, THAT PRODUCT COMPLIES WITH BUILDING CODE IN EFFECT FOR PROJECT. INCLUDE THE FOLLOWING 1. SPECIFICATION SECTION NUMBER AND TITLE, A. SUBMITTAL SCHEDULE: SUBMIT A SCHEDULE OF SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER BY DATES REQUIRED PRODUCT OR EQUIPMENT. INFORMATION: BY CONSTRUCTION SCHEDULE, INCLUDE TIME REQUIRED FOR REVIEW, ORDERING, MANUFACTURING, FABRICATION, AND 1. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL BECAUSE STANDARD PUBLISHED DATA ARE NOT 1. NAME OF EVALUATION ORGANIZATION. 2. ENTITY RESPONSIBLE FOR PERFORMING TESTS AND INSPECTIONS, 3. DESCRIPTION OF TEST AND INSPECTION. DELIVERY WHEN ESTABLISHING DATES. INCLUDE ADDITIONAL TIME REQUIRED FOR MAKING CORRECTIONS OR REVISIONS TO SUITABLE FOR USE,SUBMIT AS SHOP DRAWINGS, NOT AS PRODUCT DATA. 2. DATE OF EVALUATION. SUBMITTALS NOTED BY ARCHITECT AND ADDITIONAL TIME FOR HANDLING AND REVIEWING SUBMITTALS REQUIRED BY THOSE 4. IDENTIFICATION OF APPLICABLE STANDARDS. CORRECTIONS. 2. MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE APPLICABLE. 3. TIME PERIOD WHEN REPORT IS IN EFFECT. 5. IDENTIFICATION OF TEST AND INSPECTION METHODS, 1. COORDINATE SUBMITTAL SCHEDULE WITH LIST OF SUBCONTRACTS, THE SCHEDULE OF VALUES, AND CONTRACTOR'S 3. INCLUDE THE FOLLOWING INFORMATION,AS APPLICABLE: 4. PRODUCT AND MANUFACTURERS'NAMES. 6. NUMBER OF TESTS AND INSPECTIONS REQUIRED. CONSTRUCTION SCHEDULE. a, MANUFACTURER'S CATALOG CUTS. 5. DESCRIPTION OF PRODUCT. 2. INITIAL SUBMITTAL: SUBMIT CONCURRENTLY WITH STARTUP CONSTRUCTION SCHEDULE. INCLUDE SUBMITTALS b. MANUFACTURER'S PRODUCT SPECIFICATIONS. 6. TEST PROCEDURES AND RESULTS, 7. TIME SCHEDULE OR TIME SPAN FOR TESTS AND INSPECTIONS. REQUIRED DURING THE FIRST 30 DAYS OF CONSTRUCTION. LIST THOSE SUBMITTALS REQUIRED TO MAINTAIN ORDERLY c, STANDARD COLOR CHARTS, 7. LIMITATIONS OF USE. 8. REQUIREMENTS FOR OBTAINING SAMPLES. PROGRESS OF THE WORK AND THOSE REQUIRED EARLY BECAUSE OF LONG LEAD TIME FOR MANUFACTURE OR 9. UNIQUE CHARACTERISTICS OF EACH QUALITY-CONTROL SERVICE. FABRICATION. d. STATEMENT OF COMPLIANCE WITH SPECIFIED REFERENCED STANDARDS. 0. PRECONSTRUCTION TEST REPORTS: SUBMIT REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S 3. FINAL SUBMITTAL: SUBMIT CONCURRENTLY WITH THE FIRST COMPLETE SUBMITTAL OF CONTRACTOR'S CONSTRUCTION e. TESTING BY RECOGNIZED TESTING AGENCY, STANDARD FORM, INDICATING AND INTERPRETING RESULTS OF TESTS PERFORMED BEFORE INSTALLATION OF PRODUCT, E. SUBMIT CERTIFICATES OF INSPECTION,APPROVAL AND TESTING TO ARCHITECT. SCHEDULE. f. APPLICATION OF TESTING AGENCY LABELS AND SEALS, FOR COMPLIANCE WITH PERFORMANCE REQUIREMENTS IN THE CONTRACT DOCUMENTS. 1.5 CONTRACTOR'S QUALITY-CONTROL PLAN a. SUBMIT (REVISED SUBMITTAL SCHEDULE TO REFLECT CHANGES IN CURRENT STATUS AND TIMING FOR g. NOTATION OF COORDINATION REQUIREMENTS. P. COMPATIBILITY TEST REPORTS: SUBMIT REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S A. QUALITY-CONTROL PLAN, GENERAL: SUBMIT QUALITY-CONTROL PLAN WITHIN 10 DAYS OF NOTICE OF AWARD,AND NOT LESS SUBMITTALS. h. AVAILABILITY AND DELIVERY TIME INFORMATION. STANDARD FORN, INDICATING AND INTERPRETING RESULTS OF COMPATIBILITY TESTS PERFORMED BEFORE INSTALLATION THAN FIVE DAYS PRIOR TO PRECONSTRUCTION CONFERENCE. SUBMIT IN FORMAT ACCEPTABLE TO ARCHITECT. IDENTIFY 4. FORMAT: ARRANGE THE FOLLOWING INFORMATION IN A TABULAR FORMAT: OF PRODUCT. INCLUDE WRITTEN RECOMMENDATIONS FOR PRIMERS AND SUBSTRATE PREPARATION NEEDED FOR PERSONNEL, PROCEDURES, CONTROLS, INSTRUCTIONS, TESTS, RECORDS, AND FORMS TO BE USED TO CARRY OUT 4. FOR EQUIPMENT, INCLUDE THE FOLLOWING IN ADDITION TO THE ABOVE,AS APPLICABLE: ADHESION, CONTRACTOR'S QUALITY-ASSURANCE AND QUALITY-CONTROL RESPONSIBILITIES. COORDINATE WITH CONTRACTOR'S a. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING. Q. FIELD TEST REPORTS: SUBMIT WRITTEN REPORTS INDICATING AND INTERPRETING RESULTS OF FIELD TESTS PERFORMED CONSTRUCTION SCHEDULE. b. SCHEDULED DATE FOR FIRST SUBMITTAL. b. PRINTED PERFORMANCE CURVES. EITHER DURING NSTALLATION OF PRODUCT OR AFTER PRODUCT IS INSTALLED IN ITS FINAL LOCATION, FOR COMPLIANCE B. QUALITY-CONTROL PERSONNEL QUALIFICATIONS: ENGAGE QUALIFIED FULL-TIME PERSONNEL TRAINED AND EXPERIENCED IN c. SPECIFICATION SECTION NUMBER AND TITLE. c. OPERATIONAL RANGE DIAGRAMS. WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS, MANAGING AND EXECUTING QUALITY-ASSURANCE AND QUALITY-CONTROL PROCEDURES SIMILAR IN NATURE AND EXTENT TO d. SUBMITTAL CATEGORY: ACTION;INFORMATIONAL. d. CLEARANCES REQUIRED TO OTHER CONSTRUCTION, IF NOT INDICATED ON ACCOMPANYING SHOP DRAWINGS, R. DESIGN DATA: PREPARE AND SUBMIT WRITTEN AND GRAPHIC INFORMATION, INCLUDING, BUT NOT LIMITED TO, THOSE REQUIRED FOR PROJECT. e, NAME OF SUBCONTRACTOR. 2. SUBMIT PRODUCT DATA BEFORE OR CONCURRENT WITH SAMPLES. PERFORMANCE AND DESIGN CRITERIA, LIST OF APPLICABLE CODES AND REGULATIONS, AND CALCULATIONS. INCLUDE LIST C. SUBMITTAL PROCEDURE: DESCRIBE PROCEDURES FOR ENSURING COMPLIANCE WITH REQUIREMENTS THROUGH REVIEW f. DESCRIPTION OF THE WORK COVERED, OF ASSUMPTIONS AND OTHER PERFORMANCE AND DESIGN CRITERIA AND A SUMMARY OF LOADS. INCLUDE LOAD DIAGRAMS AND MANAGEMENT OF SUBMITTAL PROCESS, INDICATE QUALIFICATIONS OF PERSONNEL RESPONSIBLE FOR SUBMITTAL 3. SUBMIT PRODUCT DATA IN THE FOLLOWING FORMAT: IF APPLICABLE. PROVIDE NAME AND VERSION OF SOFTWARE,IF ANY,USED FOR CALCULATIONS. INCLUDE PAGE NUMBERS. REVIEW. g. SCHEDULED DATE FOR ARCHITECT'S FINAL RELEASE OR APPROVAL. a. PDF ELECTRONIC FILE. h. SCHEDULED DATE OF FABRICATION. 1.8 DELEGATED-DESIGN SERVICES D. TESTING AND INSPECTION: IN QUALITY-CONTROL PLAN, INCLUDE A COMPREHENSIVE SCHEDULE OF WORK REQUIRING I. SCHEDULED DATES FOR PURCHASING. C. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP A. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN TESTING OR INSPECTION, INCLUDING THE FOLLOWING: DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND 1. CONTRACTOR-PERFORMED TESTS AND INSPECTIONS INCLUDING SUBCONTRACTOR-PERFORMED TESTS AND j. SCHEDULED DATES FOR INSTALLATION, 1. PREPARATION: FULLY ILLUSTRATE REQUIREMENTS IN THE CONTRACT DOCUMENTS, INCLUDE THE FOLLOWING SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. INSPECTIONS. INCLUDE REQUIRED TESTS AND INSPECTIONS AND CONTRACTOR-ELECTED TESTS AND INSPECTIONS. k. ACTIVITY OR EVENT NUMBER. INFORMATION,AS APPLICABLE: 1. IF CRITERIA INDICATED ARE NOT SUFFICIENT TO PERFORM SERVICES OR CERTIFICATION REQUIRED, SUBMIT A WRITTEN 2. SPECIAL INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION AND INDICATED ON THE "STATEMENT OF 1,4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS a. IDENTIFICATION OF PRODUCTS. REQUEST FOR ADDITIONAL INFORMATION TO ARCHITECT. SPECIAL INSPECTIONS," A. COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION b. SCHEDULES. B. DELEGATED-DES13N SERVICES CERTIFICATION: IN ADDITION TO SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED 3. OWNER-PERFORMED TESTS AND INSPECTIONS INDICATED IN THE CONTRACT DOCUMENTS. ACTIVITIES. c. COMPLIANCE WITH SPECIFIED STANDARDS. SUBMITTALS, SUBMIT DIGITALLY SIGNED PDF ELECTRONIC FILE OF CERTIFICATE, SIGNED AND SEALED BY THE RESPONSIBLE E. CONTINUOUS INSPECTION OF WORKMANSHIP: DESCRIBE PROCESS FOR CONTINUOUS INSPECTION DURING CONSTRUCTION 1. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND d. NOTATION OF COORDINATION REQUIREMENTS. DESIGN PROFESSIONAL, FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO BE DESIGNED OR TO IDENTIFY AND CORRECT DEFICIENCIES IN WORKMANSHIP IN ADDITION TO TESTING AND INSPECTION SPECIFIED, INDICATE RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. e. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT. CERTIFIED BY DESIGN PROFESSIONAL. TYPES OF CORRECTIVE ACTIONS TO BE REQUIRED TO BRING WORK INTO COMPLIANCE WITH STANDARDS OF WORKMANSHIP INDICATE THAT PRODUCTS AND SYSTEMS COMPLY WITH PERFORMANCE AND DESIGN CRITERIA IN THE CONTRACT ESTABLISHED BY CONTRACT REQUIREMENTS AND APPROVED MOCKUPS. 2. SUBMIT ALL SUBMITTAL ITEMS REQUIRED FOR EACH SPECIFICATION SECTION CONCURRENTLY UNLESS PARTIAL f. RELATIONSHIP AND ATTACHMENT TO ADJOINING CONSTRUCTION CLEARLY INDICATED. 1. DOCUMENTS. INCLUDE LIST OF CODES,LOADS,AND OTHER FACTORS USED IN PERFORMING F. MONITORING AND DOCUMENTATION: MAINTAIN TESTING AND INSPECTION REPORTS INCLUDING LOG OF APPROVED AND SUBMITTALS FOR PORTIONS OF THE WORK ARE INDICATED ON APPROVED SUBMITTAL SCHEDULE. g• SEAL AND SIGNATURE OF PROFESSIONAL ENGINEER IF SPECIFIED. 3. SUBMIT ACTION SUBMITTALS AND INFORMATIONAL SUBMITTALS REQUIRED BY THE SAME SPECIFICATION SECTION AS 1.9 CONTRACTOR'S FEVIEW REJECTED RESULTS. INCLUDE WORK ARCHITECT HAS INDICATED AS NONCONFORMING OR DEFECTIVE. INDICATE SEPARATE PACKAGES UNDER SEPARATE TRANSMITTALS. 2. SUBMIT SHOP DRAWINGS IN THE FOLLOWING FORMAT: CORRECTIVE ACTIONS TAKEN TO BRING NONCONFORMING WORK INTO COMPLIANCE WITH REQUIREMENTS, COMPLY WITH a. PDF ELECTRONIC FILE, A. ACTION AND INFORMATIONAL SUBMITTALS: REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 4. COORDINATE TRANSMITTAL OF DIFFERENT TYPES OF SUBMITTALS FOR RELATED PARTS OF THE WORK SO PROCESSING OF THE CONTRACT AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. WILL NOT BE DELAYED BECAUSE OF NEED TO REVIEW SUBMITTALS CONCURRENTLY FOR COORDINATION. D. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A CHECK OF THESE MARK WITH APPRDVAL STAMP BEFORE SUBMITTING TO ARCHITECT. 1.6 REPORTS AND DOCUMENTS a. ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL B. PROJECT CLOSEOUT AND MAINTENANCE MATERIAL SUBMITTALS: SEE REQUIREMENTS IN SECTION 017700. A. TEST AND INSPECTION REPORTS: PREPARE AND SUBMIT CERTIFIED WRITTEN REPORTS SPECIFIED IN OTHER SECTIONS. I/ SUBMITTALS UNTIL RELATED SUBMITTALS ARE RECEIVED. AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. INCLUDE THE FOLLOWING: 1. TRANSMIT SAMPLES THAT CONTAIN MULTIPLE, RELATED COMPONENTS SUCH AS ACCESSORIES TOGETHER IN ONE C. APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP. INCLUDE PROJECT NAME AND LOCATION, B. PROCESSING TIME: ALLOW TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE AND NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, 1. DATE OF ISSUE. REVIEW SHALL COMMENCE ON ARCHITECT'S RECEIPT OF SUBMITTAL. NO EXTENSION OF THE CONTRACT TIME WILL BE SUBMITTAL PACKAGE. AND STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED,AND APPROVED FOR COMPLIANCE WITH THE 2. PROJECT TITLE AND NUMBER. \. AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, 2. IDENTIFICATION: ATTACH LABEL ON UNEXPOSED SIDE OF SAMPLES THAT INCLUDES THE FOLLOWING: CONTRACT DOCUMENTS. INCLUDING RESUBMITTALS. a. GENERIC DESCRIPTION OF SAMPLE, 3. NAME,ADDRESS,AND TELEPHONE NUMBER OF TESTING AGENCY, 1.10 ARCHITECT'S ACTION 4, DATES AND LOCATIONS OF SAMPLES AND TESTS OR INSPECTIONS. 1. INITIAL REVIEW ALLOW 5 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF COORDINATION b. PRODUCT NAME AND NAME OF MANUFACTURER, WITH SUBSEQUENT SUBMITTALS IS REQUIRED. ARCHITECT WILL ADVISE CONTRACTOR WHEN A SUBMITTAL BEINGcA. GENERAL: ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S APPROVAL STAMP AND WILL 5. NAMES OF INDIVIDUALS MAKING TESTS AND INSPECTIONS. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF . SAMPLE SOURCE. RETURN THEM WITHOUT ACTION. 6. DESCRIPTION OF THE WORK AND TEST AND INSPECTION METHOD. PROCESSED MUST BE DELAYED FOR COORDINATION, d. NUMBER AND TITLE OF APPLICABLE SPECIFICATION SECTION. N0. REVISION DATE BY 2. RESUBMITTAL REVIEW: ALLOW 5 DAYS FOR REVIEW OF EACH RESUBMITTAL. B. ACTION SUBMITTALS: ARCHITECT WILL REVIEW EACH SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR 7. IDENTIFICATION OF PRODUCT AND SPECIFICATION SECTION. e. SPECIFICATION PARAGRAPH NUMBER AND GENERIC NAME OF EACH ITEM. MODIFICATIONS REQUIRED, AND RETURN IT. ARCHITECT WILL STAMP EACH SUBMITTAL WITH AN ELECTRONIC ACTION STAMP 8• COMPLETE TEST OR INSPECTION DATA. 3. SEQUENTIAL REVIEW: WHERE SEQUENTIAL REVIEW OF SUBMITTALS BY ARCHITECT'S CONSULTANTS, OWNER, OR AND WILL MARK STAMP APPROPRIATELY TO INDICATE ACTION TAKEN. c 3. FOR PROJECTS WHERE ELECTRONIC SUBMITTALS ARE REQUIRED, PROVIDE CORRESPONDING ELECTRONIC SUBMITTAL 9. TEST AND INSPECTION RESULTS AND AN INTERPRETATION OF TEST RESULTS. i OTHER PARTIES IS INDICATED,ALLOW 10 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. OF SAMPLE TRANSMITTAL, DIGITAL IMAGE FILE ILLUSTRATING SAMPLE CHARACTERISTICS, AND IDENTIFICATION 1. IF SUBMITTAL IS PRIMARILY FOR INFORMATION PURPOSES, RECORD PURPOSES, SPECIAL PROCESSING, OR OTHER 4. CONCURRENT CONSULTANT REVIEW: WHERE THE CONTRACT DOCUMENTS INDICATE THAT SUBMITTALS MAY BE INFORMATION FOR RECORD. " " 10. RECORD OF TEMPERATURE AND WEATHER CONDITIONS AT TIME OF SAMPLE TAKING AND TESTING AND INSPECTING. 7F�� TRANSMITTED SIMULTANEOUSLY TO ARCHITECT AND TO ARCHITECT'S CONSULTANTS, ALLOW 10 DAYS FOR REVIEW OF CONTRACTOR ACTIVITY,THE SUBMITTAL WILL BE RETURNED MARKED NOT REVIEWED. EACH SUBMITTAL. SUBMITTAL WILL BE RETURNED TO ARCHITECT BEFORE BEING RETURNED TO CONTRACTOR. 4. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE FOR QUALITY-CONTROL 2. PARTIAL SU3MITTALS ARE NOT ACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED 11. COMMENTS OR PROFESSIONAL OPINION ON WHETHER TESTED OR INSPECTED WORK COMPLIES WITH THE CONTRACT COMPARISONS THROUGHOUT THE COURSE OF CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE WITHOUT REVIEW, DOCUMENT REQUIREMENTS. C. ELECTRONIC SUBMITTALS: IDENTIFY AND INCORPORATE INFORMATION IN EACH ELECTRONIC SUBMITTAL FILE AS FOLLOWS: FINAL ACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH EACH SET, 3. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY NOT BE REVIEWED AND MAY BE DISCARDED. 12. NAME AND SIGNATURE OF LABORATORY INSPECTOR. 1. ASSEMBLE COMPLETE SUBMITTAL PACKAGE INTO A SINGLE INDEXED FILE INCORPORATING SUBMITTAL REQUIREMENTS a. SAMPLES THAT MAY BE INCORPORATED INTO THE WORK ARE INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. C. INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED WITHOUT 13. RECOMMENDATIONS ON RETESTING AND REINSPECTING. TPG ARCHITECTURE, LLP OF A SINGLE SPECIFICATION SECTION AND TRANSMITTAL FORM WITH LINKS ENABLING NAVIGATION TO EACH ITEM. SUCH SAMPLES MUST BE IN AN UNDAMAGED CONDITION AT TIME OF USE, REVIEW. PHASED SUBMITTALS FOR ITEMS SUCH AS REINFORCING STEEL POST-TENSION 2. CABLE, ELECTRICAL SWITCH GEAR, B. MANUFACTURER'S TECHNICAL REPRESENTATIVE'S FIELD REPORTS: PREPARE WRITTEN INFORMATION DOCUMENTING 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 NAME FILE WITH SUBMITTAL NUMBER OR OTHER UNIQUE IDENTIFIER,INCLUDING REVISION IDENTIFIER. b. SAMPLES NOT INCORPORATED INTO THE WORK, OR OTHERWISE DESIGNATED AS OWNER'S PROPERTY, ARE THE AND THE LIKE THAT CAN BE REVIEWED IN DISCRETE PACKAGES ARE ACCEPTABLE AND WILL BE REVIEWED. MANUFACTURER'S TECHNICAL REPRESENTATIVE'S TESTS AND INSPECTIONS SPECIFIED IN OTHER SECTIONS. INCLUDE THE a. FILE NAME: SHALL USE PROJECT IDENTIFIER AND SPECIFICATION SECTION NUMBER FOLLOWED BY A DECIMAL PROPERTY OF CONTRACTOR. D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY NOT BE REVIEWED AND MAY BE DISCARDED. FOLLOWING: 631.547.7300 TPGARCHITECTURE.COM POINT AND THEN A SEQUENTIAL NUMBER(E.G., LNHS-061000.01). RESUBMITTALS SHALL INCLUDE AN ALPHABETIC 5. SAMPLES FOR INITIAL SELECTION: SUBMIT MANUFACTURER'S COLOR CHARTS CONSISTING OF UNITS OR SECTIONS OF 1. NAME,ADDRESS,AND TELEPHONE NUMBER OF TECHNICAL REPRESENTATIVE MAKING REPORT. SUFFIX AFTER ANOTHER DECIMAL POINT(E.G., LNHS-061000.01.A). UNITS SHOWING THE FULL RANGE OF COLORS,TEXTURES,AND PATTERNS AVAILABLE. E. PARTIAL SUBMITTALS PREPARED FOR A PORTION OF THE WORK WILL BE REVIEWED WHEN USE OF PARTIAL SUBMITTALS HAS IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 3. . 2. STATEMENT ON CONDITION OF SUBSTRATES AND THEIR ACCEPTABILITY FOR INSTALLATION OF PRODUCT. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PROVIDE MEANS FOR INSERTION TO PERMANENTLY RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND a. NUMBER OF SAMPLES: SUBMIT ONE FULL SET(S)OF AVAILABLE CHOICES WHERE COLOR, PATTERN, TEXTURE, OR RECEIVED PRIOR APPROVAL FROM ARCHITECTRE P STATEMENT THAT PRODUCTS AT PROJECT SITE COMPLY WITH REQUIREMENTS. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECT ACTION TAKEN E3Y ARCHITECT. SIMILAR CHARACTERISTICS ARE REQUIRED TO BE SELECTED FROM MANUFACTURER'S PRODUCT LINE. ARCHITECT F. INFORMATIONAL SUBMITTALS: ARCHITECT WILL REVIEW EACH SUBMITTAL AND WILL NOT RETURN IT,OR WILL RETURN IT IF IT 3. U . SUMMARY OF INSTALLATION PROCEDURES BEING FOLLOWED, WHETHER THEY COMPLY WITH REQUIREMENTS AND, IF LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND.. WILL RETURN SUBMITTAL WITH OPTIONS SELECTED. DOES NOT COMPLY WITH REQUIREMENTSARCHITECT WILL FORWARD EACH SUBMITTAL TO APPROPRIATE PARTY4 4. TRANSMITTAL FORM FOR ELECTRONIC SUBMITTALS: USE ELECTRONIC FORM ACCEPTABLE TO ARCHITECT, CONTAINING THE FOLLOWING INFORMATION: 6. SAMPLES FOR VERIFICATION: SUBMIT FULL-SIZE UNITS OR SAMPLES OF SIZE INDICATED, PREPARED FROM SAME NOT,WHAT CORRECTIVE ACTION WAS TAKEN. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, a. PROJECT NAME, MATERIAL TO BE USED FOR THE WORK, CURED AND FINISHED IN MANNER SPECIFIED, AND PHYSICALLY IDENTICAL WITH SECTION 014000-QUALITY REQUIREMENTS 5. RESULTS OF OPERATIONAL AND OTHER TESTS AND A STATEMENT OF WHETHER OBSERVED PERFORMANCE COMPLIES OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, MATERIAL OR PRODUCT PROPOSED FOR USE, AND THAT SHOW FULL RANGE OF COLOR AND TEXTURE VARIATIONS 1.1 SUMMARY WITH REQUIREMENTS, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED c. NAME AND ADDRESS OF ARCHITECT. ABY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. b. DATE, EXPECTED. SAMPLES INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING: PARTIAL SECTIONS OF MANUFACTURED OR 6. STATEMENT WHETHER CONDITIONS,PRODUCTS,AND INSTALLATION WILL AFFECT WARRANTY. FABRICATED COMPONENTS; SMALL CUTS OR CONTAINERS OF MATERIALS; COMPLETE UNITS OF REPETITIVELY USED A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. d. 7. OTHER REQUIRED ITEMS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. PROJECT E OF CONTRACTOR MATERIALS; SWATCHES SHOWING COLOR,TEXTURE, AND PATTERN; COLOR RANGE SETS;AND COMPONENTS USED FOR B. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR e. NAME OF FIRM OR ENTITY THAT PREPARED SUBMITTAL, INDEPENDENT TESTING AND INSPECTION. INDICATED, THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT C. FACTORY-AUTHORIZED SERVICE REPRESENTATIVE'S REPORTS: PREPARE WRITTEN INFORMATION DOCUMENTING f. NAMES OF SUBCONTRACTOR,MANUFACTURER,AND SUPPLIER. a. CAPITAL ONE NUMBER OF SAMPLES: SUBMIT THREE SETS OF SAMPLES. ARCHITECT WILL RETAIN TWO SAMPLE SETS; DOCUMENT REQUIREMENTS. MANUFACTURER'S FACTORY-AUTHORIZED SERVICE REPRESENTATIVE'S TESTS AND INSPECTIONS SPECIFIED IN OTHER REMAINDER WILL BE RETURNED. MARK UP AND RETAIN ONE RETURNED SAMPLE SET AS A PROJECT RECORD 1. SPECIFIC QUALITY-ASSURANCE AND -CONTROL REQUIREMENTS FOR INDIVIDUAL CONSTRUCTION ACTIVITIES ARE SECTIONS, INCLUDE THE FOLLOWING: MATTITUCK, NY g. CATEGORY'AND TYPE OF SUBMITTAL. SAMPLE. SPECIFIED IN THE SECTIONS THAT SPECIFY THOSE ACTIVITIES. REQUIREMENTS IN THOSE SECTIONS MAY ALSO COVER 1. NAME,ADDRESS,AND TELEPHONE NUMBER OF FACTORY-AUTHORIZED SERVICE REPRESENTATIVE MAKING REPORT. h. SUBMITTAL.PURPOSE AND DESCRIPTION. 1) SUBMIT A SINGLE SAMPLE WHERE ASSEMBLY DETAILS, WORKMANSHIP, FABRICATION TECHNIQUES, CONNECTIONS, PRODUCTION OF STANDARD PRODUCTS, 2. STATEMENT THAT EQUIPMENT COMPLIES WITH REQUIREMENTS. 11700 MAIN ROAD i. SPECIFICATION SECTION NUMBERAND TITLE, OPERATION,AND OTHER SIMILAR CHARACTERISTICS ARE TO BE DEMONSTRATED. 2. SPECIFIED TESTS, INSPECTIONS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S OTHER QUALITY-ASSURANCE 3. RESULTS OF OPERATIONAL AND OTHER TESTS AND A STATEMENT OF WHETHER OBSERVED PERFORMANCE COMPLIES MATTITUCK, NY 11952 j. SPECIFICATION PARAGRAPH NUMBER OR DRAWING DESIGNATION AND GENERIC NAME FOR EACH OF MULTIPLE 2) IF VARIATION IN COLOR, PATTERN, TEXTURE, OR OTHER CHARACTERISTIC IS INHERENT IN MATERIAL OR PRODUCT AND CONTROL PROCEDURES THAT FACILITATE COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. WITH REQUIREMENTS. CD ITEMS. REPRESENTED BY A SAMPLE, SUBMIT AT LEAST THREE SETS OF PAIRED UNITS THAT SHOW APPROXIMATE LIMITS OF 3. REQUIREMENTS FOR CONTRACTOR TO PROVIDE QUALITY-ASSURANCE AND -CONTROL SERVICES REQUIRED BY 4. STATEMENT WHETHER CONDITIONS, PRODUCTS,AND INSTALLATION WILL AFFECT WARRANTY. DRAWING k. DRAWING NUMBER AND DETAIL REFERENCES,AS APPROPRIATE. VARIATIONS. ARCHITECT,OWNER,OR AUTHORITIES HAVING JURISDICTION ARE NOT LIMITED BY PROVISIONS OF THIS SECTION. I. LOCATION(S)WHERE PRODUCT IS TO BE INSTALLED,AS APPROPRIATE. E. PRODUCT SCHEDULE: AS REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, PREPARE A WRITTEN SUMMARY INDICATING 4• SPECIFIC TEST AND INSPECTION REQUIREMENTS ARE NOT SPECIFIED IN THIS SECTION, 5. OTHER REQUIRED ITEMS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. PROJECT SPECIFICATIONS D. PERMITS, LICENSES,AND CERTIFICATES: FOR OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, CERTIFICATIONS, o ¢m , RELATED PHYSICAL SAMPLES SUBMITTED DIRECTLY. TYPES OF PRODUCTS REQUIRED FOR THE WORK AND THEIR INTENDED LOCATION, INCLUDE THE FOLLOWING INFORMATION 1.2 DEFINITIONS INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, IN TABULAR FORM: A. QUALITY-ASSURANCE SERVICES: ACTIVITIES,ACTIONS,AND PROCEDURES PERFORMED BEFORE AND DURING EXECUTION OF CORRESPONDENCE, RECORDS, AND SIMILAR DOCUMENTS, ESTABLISHED FOR COMPLIANCE WITH STANDARDS AND M n. INDICATION OF FULL OR PARTIAL SUBMITTAL. 1. TYPE OF PRODUCT. INCLUDE UNIQUE IDENTIFIER FOR EACH PRODUCT INDICATED IN THE CONTRACT DOCUMENTS OR REGULATIONS BEARING ON PERFORMANCE OF THE WORK. cD o. TRANSMITTAL NUMBER, NUMBERED CONSECUTIVELY. ASSIGNED BY CONTRACTOR IF NONE IS INDICATED. THE WORK TO GUARD AGAINST DEFECTS AND DEFICIENCIES AND SUBSTANTIATE THAT PROPOSED CONSTRUCTION WILL COMPLY WITH REQUIREMENTS. 1.7 QUALITY ASSURANCE 0 r,- p. SUBMITTAL AND TRANSMITTAL DISTRIBUTION RECORD. 2, MANUFACTURER AND PRODUCT NAME AND MODEL NUMBER IF APPLICABLE. o � q. OTHER NECESSARY IDENTIFICATION. B. QUALITY-CONTROL SERVICES: TESTS, INSPECTIONS, PROCEDURES,AND RELATED ACTIONS DURING AND AFTER EXECUTION A. GENERAL: QUALIFICATIONS PARAGRAPHS IN THIS ARTICLE ESTABLISH THE MINIMUM QUALIFICATION LEVELS REQUIRED; 6 N 3. NUMBER AND NAME OF ROOM OR SPACE. SEAL DATE 10/03/2016 OF THE WORK TO EVALUATE THAT ACTUAL PRODUCTS INCORPORATED INTO THE WORK AND COMPLETED CONSTRUCTION INDIVIDUAL SPECIFICATION SECTIONS SPECIFY ADDITIONAL REQUIREMENTS. Y ai r. REMARKS. 4. LOCATION WITHIN ROOM OR SPACE. COMPLY WITH REQUIREMENTS. SERVICES DO NOT INCLUDE CONTRACT ENFORCEMENT ACTIVITIES PERFORMED BY ARCHITECT. B. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING PRODUCTS OR SYSTEMS SIMILAR TO THOSE PROJECT N0. 3516014-00 0 5. METADATA: INCLUDE THE FOLLOWING INFORMATION AS KEYWORDS IN THE ELECTRONIC SUBMITTAL FILE METADATA: 5. SUBMIT PRODUCT SCHEDULE IN THE FOLLOWING FORMAT: INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT f- cc a. PROJECT NAME. < cn a. PDF ELECTRONIC FILE. C. PRODUCT TESTING: TESTS AND INSPECTIONS THAT ARE PERFORMED BY AN NRTL, AN NVLAP, OR A TESTING AGENCY PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS. '����D A�C' b. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. ca %p1 THEW 'Si SCALE ,�,, F. APPLICATION FOR PAYMENT AND SCHEDULE OF VALUES: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 012900. QUALIFIED TO CONDUCT PRODUCT TESTING AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, TO ESTABLISH �c, s 11-011=11-011 w w c. MANUFACTURER NAME. PRODUCT PERFORMANCE AND COMPLIANCE WITH SPECIFIED REQUIREMENTS. C. FABRICATOR QUALIFICATIONS: A FIRM EXPERIENCED IN PRODUCING PRODUCTS SIMILAR TO THOSE INDICATED FOR THIS �� T99 �� 1.7 INFORMATIONAL SUBMITTALS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT PRODUCTION � � G � DWG NO. � Y D. SOURCE QUALITY-:ANTROL TESTING: TESTS AND INSPECTIONS THAT ARE PERFORMED AT THE SOURCE, E.G., PLANT, MILL, CAPACITY TO PRODUCE REQUIRED UNITS. � d, PRODUCT NAME. A. COORDINATION DRAWING SUBMITTALS: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 013100. FACTORY,OR SHO'. 5 p D. OPTIONS: IDENTIFY OPTIONS REQUIRING SELECTION BY ARCHITECT. D. INSTALLER QUALIFICATIONS: A FIRM OR INDIVIDUAL EXPERIENCED IN INSTALLING, ERECTING, OR ASSEMBLING WORK N Q s " B. CONTRACTOR'S CONSTRUCTION SCHEDULE: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 013200. E. FIELD QUALITY-CONTROL TESTING: TESTS AND INSPECTIONS THAT ARE PERFORMED ON-SITE FOR INSTALLATION OF THE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT, WHOSE WORK HAS RESULTED IN � ,/ 2` j� 01842A �© e, � E. DEVIATIONS AND ADDITIONAL INFORMATION: ON AN ATTACHED SEPARATE SHEET, PREPARED ON CONTRACTOR'S WORK AND FOR COMPLETED WORK. CONSTRUCTION WITH ARECORD OFSUCCESSFUL IN-SERVICE PERFORMANCE. G-005 . 00 C. TEST AND INSPECTION REPORTS AND SCHEDULE OF TESTS AND INSPECTIONS SUBMITTALS: COMPLY WITH REQUIREMENTS o m LETTERHEAD, RECORD RELEVANT INFORMATION, REQUESTS FOR DATA, REVISIONS OTHER THAN THOSE REQUESTED BY F NE`N Lo a) ARCHITECT ON PREVIOUS SUBMITTALS, AND DEVIATIONS FROM REQUIREMENTS IN THE CONTRACT DOCUMENTS, INCLUDING SPECIFIED IN SECTION 014000. F. TESTING AGENCY: AN ENTITY ENGAGED TO PERFORM SPECIFIC TESTS, INSPECTIONS, OR BOTH. TESTING LABORATORY E. PROFESSIONAL ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO IS LEGALLY QUALIFIED TO PRACTICE IN, =' �) MINOR VARIATIONS AND LIMITATIONS, INCLUDE SAME IDENTIFICATION INFORMATION AS RELATED SUBMITTAL, SHALL MEAN THE SAME AS TESTING AGENCY. JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIN CAD FILE NO. PAGE r U J MATTITUCK-G-005.DWG #of# V INDICATED. ENGINEERING SERVICES ARE DEFINED AS THOSE PERFORMED FOR INSTALLATIONS OF THE SYSTEM,ASSEMBLY, SECTION 014200•REFERENCESIGNITION ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. OR PRODUCT THAT ARE SIMILAR IN MATERIAL, DESIGN,AND EXTENT TO THOSE INDICATED FOR THIS PROJECT. 3. CONTACT IAG AT SALES@INFOADVISORY.COM FOR PRICING AND BILLING INQUIRIES. F. SPECIALISTS: CERTAIN SPECIFICATION SECTIONS REQUIRE THAT SPECIFIC CONSTRUCTION ACTIVITIES SHALL BE 1.1 DEFINITIONS 4. OX BLUE CAMERA WILL BE INSTALLED AND OPERATIONAL DURING MOBILIZATION AND WILL REMAIN OPERATIONAL 3. DEVELOP AND SUPERVISE AN OVERALL FIRE-PREVENTION AND-PROTECTION PROGRAM FOR PERSONNEL AT PROJECT THROUGH SUBSTANTIAL COMPLETION. PAY APPLICATIONS WILL BE HELD UNTIL CAMERA IS OPERATIONAL.] SITE. REVIEW NEEDS WITH LOCAL FIRE DEPARTMENT AND ESTABLISH PROCEDURES TO BE FOLLOWED. INSTRUCT PERFORMED BY ENTITIES WHO ARE RECOGNIZED EXPERTS IN THOSE OPERATIONS, SPECIALISTS SHALL SATISFY A. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THE CONTRACT. PERSONNEL IN METHODS AND PROCEDURES. POST WARNINGS AND INFORMATION. QUALIFICATION REQUIREMENTS INDICATED AND SHALL BE ENGAGED FOR THE ACTIVITIES INDICATED. 1.10 EQUIPMENT B. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND 4. PROVIDE TEMPORARY STANDPIPES AND HOSES FOR FIRE PROTECTION. HANG HOSES WITH A WARNING SIGN STATING m:7 � o 0 1. REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION SHALL SUPERSEDE REQUIREMENTS FOR SPECIALISTS. REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'S DUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE A. FIRE EXTINGUISHERS: PORTABLE, UL RATED; WITH CLASS AND EXTINGUISHING AGENT AS REQUIRED BY LOCATIONS AND THAT HOSES ARE FOR FIRE-PROTECTION PURPOSES ONLY AND ARE NOT TO BE REMOVED, MATCH HOSE SIZE WITH ammv a m m� G. TESTING AGENCY QUALIFICATIONS: AN NRTL, AN NVLAP, OR AN INDEPENDENT AGENCY WITH THE EXPERIENCE AND CONTRACT. CLASSES OF FIRE EXPOSURES. OUTLET SIZE AND EQUIP WITH SUITABLE NOZZLES. CAPABILITY TO CONDUCT TESTING AND INSPECTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 329; AND WITH C. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING "REQUESTED," "AUTHORIZED," B. HVAC EQUIPMENT: UNLESS OWNER AUTHORIZES USE OF PERMANENT HVAC SYSTEM, PROVIDE VENTED, SELF-CONTAINED, 1.15 MOISTURE AND MOLD CONTROL ADDITIONAL QUALIFICATIONS SPECIFIED IN INDIVIDUAL SECTIONS; AND, WHERE REQUIRED BY AUTHORITIES HAVING "SELECTED,""REQUIRED,"AND"PERMITTED"HAVE THE SAME MEANING AS"DIRECTED." LIQUID-PROPANE-GAS OR FUEL-OIL HEATERS WITH INDIVIDUAL SPACE THERMOSTATIC CONTROL, JURISDICTION,THAT IS ACCEPTABLE TO AUTHORITIES. A. CONTRACTOR'S MOISTURE-PROTECTION PLAN: AVOID TRAPPING WATER IN FINISHED WORK. DOCUMENT VISIBLE SIGNS OF 1. NRTL: A NATIONALLY RECOGNIZED TESTING LABORATORY ACCORDING TO 29 CFR 1910.7. D. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN WRITTEN FORM ON DRAWINGS, IN 1. USE OF GASOLINE-BURNING SPACE HEATERS, OPEN-FLAME HEATERS, OR SALAMANDER-TYPE HEATING UNITS IS MOLD THAT MAY APPEAR DURING CONSTRUCTION. CLIENT: SPECIFICATIONS, AND IN OTHER CONTRACT DOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED,"AND PROHIBITED. 2. NVLAP: A TESTING AGENCY ACCREDITED ACCORDING TO NIST'S NATIONAL VOLUNTARY LABORATORY ACCREDITATION B. EXPOSED CONSTRUCTION PHASE: BEFORE INSTALLATION OF WEATHER BARRIERS, WHEN MATERIALS ARE SUBJECT TO PROGRAM. "SPECIFIED"HAVE THE SAME MEANING AS"INDICATED." 2. HEATING UNITS: LIS-ED AND LABELED FOR TYPE OF FUEL BEING CONSUMED, BY A QUALIFIED TESTING AGENCY F_ � E. "REGULATIONS": LAWS,ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BY AUTHORITIES HAVING JURISDICTION, AND ACCEPTABLE TO AUTFORITIES HAVING JURISDICTION,AND MARKED FOR INTENDED LOCATION AND APPLICATION. WETTING AND EXPOSURE AND TO AIRBORNE MOLD SPORES, PROTECT AS FOLLOWS: AMH. MANUFACTURER'S TECHNICAL. REPRESENTATIVE QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER 1. PROTECT POROUS MATERIALS FROM WATER DAMAGE.WHO IS TRAINED AND APPROVED BY MANUFACTURER TO OBSERVE AND INSPECT INSTALLATION OF MANUFACTURER'S RULES, CONVENTIONS, AND AGREEMENTS WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE C. AIR-FILTRATION UNITS: PRIMARY AND SECONDARY NEPA-FILTER-EQUIPPED PORTABLE UNITS WITH FOUR-STAGE FILTRATION. ER. s " ..J�`'..._ 2. PROTECT STORED AND INSTALLED MATERIAL FROM FLOWING OR STANDING WATER.WORK. PROVIDE SINGLE SWITCH FOR EMERGENCY SHUTOFF. CONFIGURE TO RUN CONTINUOUSLY. =�. , . _W _ e PRODUCTS THAT ARE SIMILAR IN MATERIAL,DESIGN,AND EXTENT TO THOSE INDICATED FOR THIS PROJECT. s L FACTORY-AUTHORIZED SERVICE REPRESENTATIVE QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER F. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND 1.11 INSTALLATION,GENERAL 3. KEEP POROUS AND ORGANIC MATERIALS FROM COMING INTO PROLONGED CONTACT WITH CONCRETE. "Engineering D.P.C./we engineer succes 4. REMOVE STANDING WATER FROM DECKS. 116 West 32nd Street,12th Floor,New York, 10001 es WHO IS TRAINED AND APPROVED BY MANUFACTURER TO INSPECT INSTALLATION OF MANUFACTURER'S PRODUCTS THAT ARE SIMILAR OPERATIONS. A. LOCATE FACILITIES WHERE THEY WILL SERVE PROJECT ADEQUATELY AND RESULT IN MINIMUM INTERFERENCE WITH P212.643.9055 F212.643.0503 www.mgedpc.net SIMILAR IN MATERIAL, DESIGN,AND EXTENT TO THOSE INDICATED FOR THIS PROJECT. G. "INSTALL": OPERATIONS AT PROJECT SITE INCLUDING UNLOADING, TEMPORARILY STORING, UNPACKING, ASSEMBLING, PERFORMANCE OF THE WORK. RELOCATE AND MODIFY FACILITIES AS REQUIRED BY PROGRESS OF THE WORK. 5. KEEP DECK OPENINGS COVERED OR DAMMED. 1.8 QUALITY CONTROL ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND B. PROVIDE EACH FACILITY READY FOR USE WHEN NEEDED TO AVOID DELAY. DO NOT REMOVE UNTIL FACILITIES ARE NO C. PARTIALLY ENCLOSED CONSTRUCTION PHASE: AFTER INSTALLATION OF WEATHER BARRIERS BUT BEFORE FULL ENCLOSURE ISP ENgNEER : A .OWNER RESPONSIBILITIES: INHERE QUALITY-CONTROL SERVICES ARE INDICATED AS OWNER'S RESPONSIBILITY, OWNER SIMILAR OPERATIONS. LONGER NEEDED OR ARE REPLACED BY AUTHORIZED USE OF COMPLETED PERMANENT FACILITIES. AND CONDITIONING OF BUILDING, WHEN INSTALLED MATERIALS ARE STILL SUBJECT TO INFILTRATION OF MOISTURE AND WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM THESE SERVICES. H. "PROVIDE": FURNISH AND INSTALL,COMPLETE AND READY FOR THE INTENDED USE. AMBIENT MOLD SPORES, PROTECT AS FOLLOWS: 1.12 TEMPORARY UTILITY INSTALLATION 1. OWNER WILL FURNISH CONTRACTOR WITH NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF TESTING AGENCIES I. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THE EXTENT OF PROJECT SITE IS SHOWN 1. DO NOT LOAD OR INSTALL DRYWALL OR OTHER POROUS MATERIALS OR COMPONENTS, OR ITEMS WITH HIGH ORGANIC ENGAGED AND A DESCRIPTION OF TYPES OF TESTING AND INSPECTING THEY ARE ENGAGED TO PERFORM. ON DRAWINGS AND MAY OR MAY NOT BE IDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE A. GENERAL: CONNECT TO EXISTING SERVICE. CONTENT, INTO PARTIALLY ENCLOSED BUILDING. 2. COSTS FOR RETESTING AND REINSPECTING CONSTRUCTION THAT REPLACES OR IS NECESSITATED BY WORK THAT BUILT, 1. ARRANGE WITH UTILITY COMPANY, OWNER, AND EXISTING USERS FOR TIME WHEN SERVICE CAN BE INTERRUPTED, IF 2. KEEP INTERIOR SPACES REASONABLY CLEAN AND PROTECTED FROM WATER DAMAGE. FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS WILL BE CHARGED TO CONTRACTOR. 1.2 INDUSTRY STANDARDS NECESSARY,TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 3. PERIODICALLY COLLECT AND REMOVE WASTE CONTAINING CELLULOSE OR OTHER ORGANIC MATTER. B. CONTRACTOR RESPONSIBILITIES: TESTS AND INSPECTIONS NOT EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTSB. SEWERS AND DRAINAGE: PROVIDE TEMPORARY UTILITIES TO REMOVE EFFLUENT LAWFULLY, 4. DISCARD OR REPLACE WATER-DAMAGED MATERIAL. , 1. CONNECT TEMPORAR`'SEWERS TO MUNICIPAL SYSTEM AS DIRECTED BY AUTHORITIES HAVING JURISDICTION. RESPONSIBILITY. PERFORM ADDITIONAL QUALITY-CONTROL ACTIVITIES REQUIRED TO VERIFY THAT THE WORK COMPLIES APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED DIRECTLY 5. DO NOT INSTALL MATERIAL THAT IS WET. WITH REQUIREMENTS,WHETHER SPECIFIED OR NOT. INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED, SUCH STANDARDS ARE MADE A PART OF THE CONTRACT C. WATER SERVICE: CONNECT TO OWNER'S EXISTING WATER SERVICE FACILITIES. CLEAN AND MAINTAIN WATER SERVICE 6. DISCARD,REPLACE,OR CLEAN STORED OR INSTALLED MATERIAL THAT BEGINS TO GROW MOLD. 1. UNLESS OTHERWISE INDICATED, PROVIDE QUALITY-CONTROL SERVICES SPECIFIED AND THOSE REQUIRED BY DOCUMENTS BY REFERENCE. FACILITIES IN A CONDITION ACCEPTABLE TO OWNER. AT SUBSTANTIAL COMPLETION, RESTORE THESE FACILITIES TO 7. PERFORM WORK IN A SEQUENCE THAT ALLOWS ANY WET MATERIALS ADEQUATE TIME TO DRY BEFORE ENCLOSING THE AUTHORITIES HAVING JURISDICTION. PERFORM QUALITY-CONTROL SERVICES REQUIRED OF CONTRACTOR BY B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT DOCUMENTS UNLESS CONDITION EXISTING BEFORE INITIAL USE. MATERIAL IN DRYWALL OR OTHER INTERIOR FINISHES. AUTHORITIES HAVING JURISDICTION,WHETHER SPECIFIED OR NOT. OTHERWISE INDICATED. D. SANITARY FACILITIES: PROVIDE TEMPORARY TOILETS, WASH FACILITIES,AND DRINKING WATER FOR USE OF CONSTRUCTION D. CONTROLLED CONSTRUCTION PHASE OF CONSTRUCTION: AFTER COMPLETING AND SEALING OF THE BUILDING ENCLOSURE 2. WHERE SERVICES ARE NDICATED AS CONTRACTOR'S RESPONSIBILITY, ENGAGE A QUALIFIED TESTING AGENCY TO C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT SHOULD BE FAMILIAR WITH INDUSTRY PERSONNEL. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR TYPE, NUMBER, LOCATION, BUT PRIOR TO THE FULL OPERATION OF PERMANENT HVAC SYSTEMS, MAINTAIN AS FOLLOWS: PERFORM THESE QUALITY-CONTROL SERVICES. STANDARDS APPLICABLE TO ITS CONSTRUCTION ACTIVITY, COPIES OF APPLICABLE STANDARDS ARE NOT BOUND WITH THE OPERATION,AND MAINTENANCE OF FIXTURES AND FACILITIES. 1. CONTROL MOISTURE AND HUMIDITY INSIDE BUILDING BY MAINTAINING EFFECTIVE DRY-IN CONDITIONS. a. RETAIN FIRST SUBPARAGRAPH BELOW TO ASSURE VALIDITY OF AGENCIES'REPORTS. CONTRACT DOCUMENTS. 1. TOILETS: USE OF OWNER'S NEW TOILET FACILITIES WILL NOT BE PERMITTED. b. CONTRACTOR SHALL NOT EMPLOY SAME ENTITY ENGAGED BY OWNER, UNLESS AGREED TO IN WRITING BY 1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A REQUIRED CONSTRUCTION ACTIVITY, OBTAIN COPIES E. HEATING AND COOLING: PROVIDE TEMPORARY HEATING AND COOLING REQUIRED BY CONSTRUCTION ACTIVITIES FOR 2. USE PERMANENT HVAC SYSTEM TO CONTROL HUMIDITY. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE, RELATIVE HUMIDITY, AND EXPOSURE TO OWNER. DIRECTLY FROM PUBLICATION SOURCE. CURING OR DRYING OF COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE 3. NOTIFY TESTING AGENCIES AT LEAST 24 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES TESTING OR1EFFECTS OF LOW TEMPER%TURES OR HIGH HUMIDITY. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT ON WATER LIMITS. INSPECTING WILL BE PERFORMED. .3 ABBREVIATIONS AND ACRONYMS COMPLETED INSTALLATIONS OR ELEMENTS BEING INSTALLED. a. HYGROSCOPIC MATERIALS THAT MAY SUPPORT MOLD GROWTH, INCLUDING WOOD AND GYPSUM-BASED 4. WHERE QUALITY-CONTROL SERVICES ARE INDICATED AS CONTRACTOR'S RESPONSIBILITY, SUBMIT A CERTIFIED A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT F. VENTILATION AND HUMIDITY CONTROL: PROVIDE TEMPORARY VENTILATION REQUIRED BY CONSTRUCTION ACTIVITIES FOR PRODUCTS, THAT BECOME WET DURING THE COURSE OF CONSTRUCTION AND REMAIN WET FOR 48 HOURS ARE WRITTEN REPORT,IN DUPLICATE,OF EACH QUALITY-CONTROL SERVICE. DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES INDICATED IN GALE'S "ENCYCLOPEDIA OF CONSIDERED DEFECTIVE, ASSOCIATIONS: NATIONAL ORGANIZATIONS OF THE U.S." OR IN COLUMBIA BOOKS' "NATIONAL TRADE & PROFESSIONAL CURING OR DRYING COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE b. MEASURE MOISTURE CONTENT OF MATERIALS THAT HAVE BEEN EXPOSED TO MOISTURE DURING CONSTRUCTION 5. TESTING AND INSPECTING REQUESTED BY CONTRACTOR AND NOT REQUIRED BY THE CONTRACT DOCUMENTS ARE ASSOCIATIONS OF THE UNITED STATES." EFFECTS OF HIGH HUMIDITf. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OPERATIONS OR AFTER INSTALLATION. RECORD READINGS BEGINNING AT TIME OF EXPOSURE AND CONTINUING CONTRACTOR'S RESPONSIBILITY. OR ELEMENTS BEING INSTALLED. COORDINATE VENTILATION REQUIREMENTS TO PRODUCE AMBIENT CONDITION REQUIRED 1.4 REGULATORY REQUIREMENTS AND MINIMIZE ENERGY CONSUMPTION. DAILY FOR 48 HOURS. IDENTIFY MATERIALS CONTAINING MOISTURE LEVELS HIGHER THAN ALLOWED. REPORT 6. SUBMIT ADDITIONAL COPIES OF EACH WRITTEN REPORT DIRECTLY TO AUTHORITIES HAVING JURISDICTION, WHEN THEY FINDINGS IN WRITING TO ARCHITECT. SO DIRECT. A. CONFORM TO THE CODES LISTED ON THE DRAWINGS. 1. RETAIN SUBPARAGRAPH BELOW FOR PROJECTS AND CONDITIONS WHERE TEMPORARY DEHUMIDIFICATION MAY BE REQUIRED. c. REMOVE MATERIALS THAT CAN NOT BE COMPLETELY RESTORED TO THEIR MANUFACTURED MOISTURE LEVEL C. MANUFACTURER'S FIELD SERVICES: WHERE INDICATED, ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO B. OBTAIN COPIES AND RETAIN AT PROJECT SITE TO BE AVAILABLE FOR REFERENCE BY PARTIES WHO HAVE A REASONABLE WITHIN 48 HOURS. INSPECT FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING SERVICE CONNECTIONS. REPORT NEED. 2. PROVIDE DEHUMIDIFICATION SYSTEMS WHEN REQUIRED TO REDUCE SUBSTRATE MOISTURE LEVELS TO LEVEL 1.16 OPERATION,TERMINATION,AND REMOVAL RESULTS IN WRITING AS SPECIFIED IN SECTION 013300. REQUIRED TO ALLOW INSTALLATION ORAPPLICATION OF FINISHES. D. MANUFACTURER'S TECHNICAL SERVICES: WHERE INDICATED, ENGAGE A MANUFACTURER'S TECHNICAL REPRESENTATIVE SECTION 015000•TEMPORARY FACILITIES AND CONTROLS G. ELECTRIC POWER SERVICE: CONNECT TO OWNER'S EXISTING ELECTRIC POWER SERVICE. MAINTAIN EQUIPMENT IN A A. SUPERVISION: ENFORCE STRICT DISCIPLINE IN USE OF TEMPORARY FACILITIES. TO MINIMIZE WASTE AND ABUSE, LIMIT TO OBSERVE AND INSPECT THE WORK. MANUFACTURER'S TECHNICAL REPRESENTATIVE'S SERVICES INCLUDE CONDITION ACCEPTABLE TO OWNER. AVAILABILITY OF TEMPORARY FACILITIES TO ESSENTIAL AND INTENDED USES. PARTICIPATION IN PREINSTALLATION CONFERENCES, EXAMINATION OF SUBSTRATES AND CONDITIONS, VERIFICATION OF 1.1 RELATED DOCUMENTS H. LIGHTING: PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR B. MAINTENANCE: MAINTAIN FACILITIES IN GOOD OPERATING CONDITION UNTIL REMOVAL. MATERIALS, OBSERVATION OF INSTALLER ACTIVITIES,INSPECTION OF COMPLETED PORTIONS OF THE WORK,AND SUBMITTAL A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND CONSTRUCTION OPERATIONS,OBSERVATIONS, INSPECTIONS,AND TRAFFIC CONDITIONS. 1. MAINTAIN OPERATION OF TEMPORARY ENCLOSURES, HEATING, COOLING, HUMIDITY CONTROL, VENTILATION, AND OF WRITTEN REPORTS. OTHER DIVISION 01 SPECIFICATION SECTIONS,APPLY TO THIS SECTION. 1. INSTALL AND OPERATE TEMPORARY LIGHTING THAT FULFILLS SECURITY AND PROTECTION REQUIREMENTS WITHOUT SIMILAR FACILITIES ON A 24-HOUR BASIS WHERE REQUIRED TO ACHIEVE INDICATED RESULTS AND TO AVOID E. RETESTING/REINSPECTING: REGARDLESS OF WHETHER ORIGINAL TESTS OR INSPECTIONS WERE CONTRACTOR'S 1.2 SUMMARY OPERATING ENTIRE SYSTEM. POSSIBILITY OF DAMAGE. RESPONSIBILITY, PROVIDE QUALITY-CONTROL SERVICES, INCLUDING RETESTING AND REINSPECTING, FOR CONSTRUCTION A. SECTION INCLUDES REQUIREMENTS FOR TEMPORARY UTILITIES, SUPPORT FACILITIES, AND SECURITY AND PROTECTION 2. INSTALL LIGHTING FOR PROJECT IDENTIFICATION SIGN. C. TEMPORARY FACILITY CHANGEOVER: DO NOT CHANGE OVER FROM USING TEMPORARY SECURITY AND PROTECTION THAT REPLACED WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS. FACILITIES. I. TEMPORARY TELEPHONE AVD COMPUTER SERVICES: FACILITIES TO PERMANENT FACILITIES UNTIL SUBSTANTIAL COMPLETION. F. TESTING AGENCY RESPONSIE3ILITIES: COOPERATE WITH ARCHITECT AND CONTRACTOR IN PERFORMANCE OF DUTIES. 1.3 USE CHARGES 1. CONTRACTOR SHALL BE ACCESSIBLE DURING NORMAL BUSINESS HOURS VIA MOBILE TELEPHONE WITH VOICE MAIL OR D. TERMINATION AND REMOVAL: REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS SERVICE HAS ENDED, WHEN IT HAS PROVIDE QUALIFIED PERSONNEL TO PERFORM REQUIRED TESTS AND INSPECTIONS. BEEN REPLACED BY AUTHORIZED USE OF A PERMANENT FACILITY, OR NO LATER THAN SUBSTANTIAL COMPLETION. A. GENERAL: INSTALLATION AND REMOVAL OF AND USE CHARGES FOR TEMPORARY FACILITIES SHALL BE INCLUDED IN THE AN ANSWERING SERVICE.: 1. NOTIFY ARCHITECT AND CONTRACTOR PROMFTLY OF IRREGULARITIES OR DEFICIENCIES OBSERVED IN THE WORK COMPLETE OR, IF NECESSARY, RESTORE PERMANENT CONSTRUCTION THAT MAY HAVE BEEN DELAYED BECAUSE OF DURING PERFORMANCE OF ITS SERVICES. CONTRACT SUM UNLESS OTHERWISE INDICATED. ALLOW OTHER ENTITIES TO USE TEMPORARY SERVICES AND FACILITIES 2. PROVIDE COMPUTER IN CONTRACTOR'S FIELD OFFICE WITH PRINTER, INTERNET ACCESS, SCANNER, AND EMAIL INTERFERENCE WITH TEMPORARY FACILITY. REPAIR DAMAGED WORK, CLEAN EXPOSED SURFACES, AND REPLACE WITHOUT COST, INCLUDING, BUT NOT LIMITED T0,ARCHITECT,TESTING AGENCIES,AND AUTHORITIES HAVING JURISDICTION. SERVICE. CONSTRUCTION THAT CANNOT BE SATISFACTORILY REPAIRED. 2. DETERMINE THE LOCATION FROM WHICH TEST SAMPLES WILL BE TAKEN AND IN WHICH IN-SITU TESTS ARE CONDUCTED. B WATER AND SEWER SERVICE FROM EXISTING SYSTEM: WATER FROM OWNER'S EXISTING WATER SYSTEM IS AVAILABLE FOR 1.13 SUPPORT FACILITIES INSTA_LATION 1. MATERIALS AND FACILITIES THAT CONSTITUTE TEMPORARY FACILITIES ARE PROPERTY OF CONTRACTOR. OWNER 3. CONDUCT AND INTERPRET TESTS AND INSPECTIONS AND STATE IN EACH REPORT WHETHER TESTED AND INSPECTED USE WITHOUT METERING AND WITHOUT PAYMENT OF USE CHARGES, PROVIDE CONNECTIONS AND EXTENSIONS OF WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS, SERVICES AS REQUIRED FOR CONSTRUCTION OPERATIONS. A. GENERAL: COMPLY WITH THE FOLLOWING: RESERVES RIGHT TO TAKE POSSESSION OF PROJECT IDENTIFICATION SIGNS. 4. SUBMIT A CERTIFIED WRITTEN REPORT, IN DUPLICATE, OF EACH TEST, INSPECTION, AND SIMILAR QUALITY-CONTROL1. REVIEW FIRST SUBPARAGRAPH BELOW WITH OWNER'S INSURANCE CARRIER. REVISE TO SUIT PROJECT. 2. CONSIDER INSERTING SPECIFIC REMOVAL REQUIREMENTS,AS ILLUSTRATED IN FIRST SUBPARAGRAPH BELOW. SERVICE THROUGH CONTRACTOR, C. ELECTRIC POWER SERVICE FROM EXISTING SYSTEM: ELECTRIC POWER FROM OWNER'S EXISTING SYSTEM IS AVAILABLE FOR 2. PROVIDE CONSTRUCTION FOR TEMPORARY OFFICES, SHOPS, AND SHEDS LOCATED WITHIN CONSTRUCTION AREA OR 3. REMOVE TEMPORARY ROADS AND PAVED AREAS NOT INTENDED FOR OR ACCEPTABLE FOR INTEGRATION INTO USE WITHOUT METERING AND WITHOUT PAYMENT OF USE CHARGES. PROVIDE CONNECTIONS AND EXTENSIONS OF 5. DO NOT RELEASE, REVOKE,ALTER,OR INCREASE THE CONTRACT DOCUMENT REQUIREMENTS OR APPROVE OR ACCEPT SERVICES AS REQUIRED FOR CONSTRUCTION OPERATIONS. WITHIN 30 FEET OF BUILDING LINES THAT IS NONCOMBUSTIBLE ACCORDING TO ASTM E 136. COMPLY WITH NFPA 241. PERMANENT CONSTRUCTION. WHERE AREA IS INTENDED FOR LANDSCAPE DEVELOPMENT, REMOVE SOIL AND ANY PORTION OF THE WORK. 3. MAINTAIN SUPPORT FACILITIES UNTIL ARCHITECT SCHEDULES SUBSTANTIAL COMPLETION INSPECTION, REMOVE AGGREGATE FILL THAT DO NOT COMPLY WITH REQUIREMENTS FOR FILL OR SUBSOIL. REMOVE MATERIALS 6. DO NOT PERFORM ANY DUTIES OF CONTRACTOR. 1.4 INFORMATIONAL SUBMITTALS BEFORE SUBSTANTIAL COMPLETION. PERSONNEL REMAINING AFTER SUBSTANTIAL COMPLETION WILL BE PERMITTED CONTAMINATED WITH ROAD OIL,ASPHALT AND OTHER PETROCHEMICAL COMPOUNDS, AND OTHER SUBSTANCES THAT A. FIRE-SAFETY PROGRAM: SHOW COMPLIANCE WITH REQUIREMENTS OF NFPA 241 AND AUTHORITIES HAVING JURISDICTION. TO USE PERMANENT FACILITIES,UNDER CONDITIONS ACCEPTABLE TO OWNER. MIGHT IMPAIR GROWTH OF PLANT MATERIALS OR LAWNS. REPAIR OR REPLACE STREET PAVING, CURBS, AND G. ASSOCIATED SERVICES: COOPERATE WITH AGENCIES PERFORMING REQUIRED TESTS, INSPECTIONS, AND SIMILAR SIDEWALKS AT TEMPORARY ENTRANCES,AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, QUALITY-CONTROL SERVICES, AND PROVIDE REASONABLE AUXILIARY SERVICES AS REQUESTED. NOTIFY AGENCY INDICATE CONTRACTOR PERSONNEL RESPONSIBLE FOR MANAGEMENT OF FIRE PREVENTION PROGRAM. B. PROJECT SIGNS: PROVIDE'ROJECT SIGNS AS INDICATED. UNAUTHORIZED SIGNS ARE NOT PERMITTED. 4, AT SUBSTANTIAL COMPLETION, REPAIR, RENOVATE, AND CLEAN PERMANENT FACILITIES USED DURING CONSTRUCTION SUFFICIENTLY IN ADVANCE OF OPERATIONS TO PERMIT ASSIGNMENT OF PERSONNEL. PROVIDE THE FOLLOWING: B. MOISTURE-PROTECTION PLAN: DESCRIBE PROCEDURES AND CONTROLS FOR PROTECTING MATERIALS AND CONSTRUCTION 1. IDENTIFICATION SIGN;: PROVIDE PROJECT IDENTIFICATION SIGNS AS INDICATED ON DRAWINGS. PERIOD, COMPLY WITH FINAL CLEANING REQUIREMENTS SPECIFIED IN SECTION 017700. 1. ACCESS TO THE WORK, FROM WATER ABSORPTION AND DAMAGE. 2. TEMPORARY SIGNS: PROVIDE OTHER SIGNS AS INDICATED AND AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS 2. INCIDENTAL LABOR AND FACILITIES NECESSARY TO FACILITATE TESTS AND INSPECTIONS, 1. DESCRIBE DELIVERY, HANDLING, AND STORAGE PROVISIONS FOR MATERIALS SUBJECT TO WATER ABSORPTION OR SEEKING ENTRANCE TO PROJECT. WATER DAMAGE. SECTION 016000•PRODUCT REQUIREMENTS 3. ADEQUATE QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS THAT REQUIRE TESTING AND INSPECTING, a. IF REQUIRED, INSERT A LIST OF NECESSARY SIGNS AND ADD PROJECT-SPECIFIC PROVISIONS SUCH AS SPECIAL 2. INDICATE PROCEDURES FOR DISCARDING WATER-DAMAGED MATERIALS, PROTOCOLS FOR MITIGATING WATER 1.1 SUMMARY ASSIST AGENCY IN OBTAINING SAMPLES. GRAPHICS AND SPECIAL LIGHTING. SEE EVALUATIONS. INTRUSION INTO COMPLETED WORK,AND REPLACING WATER-DAMAGED WORK. A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SELECTION OF PRODUCTS FOR USE IN 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 4. FACILITIES FOR STORAGE:AND FIELD CURING OFTEST SAMPLES. b. PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS. 3. INDICATE SEQUENCING OF WORK THAT REQUIRES WATER, SUCH AS SPRAYED FIRE-RESISTIVE MATERIALS, PLASTERING, PROJECT; PRODUCT DELIVERY, STORAGE, AND HANDLING; MANUFACTURERS' STANDARD WARRANTIES ON PRODUCTS; 5. DELIVERY OF SAMPLES TO TESTING AGENCIES. AND TERRAZZO GRINDING, AND DESCRIBE PLANS FOR DEALING WITH WATER FROM THESE OPERATIONS. SHOW 3. MAINTAIN AND TOUCHUP SIGNS SO THEY ARE LEGIBLE AT ALL TIMES. SPECIAL WARRANTIES;AND COMPARABLE PRODUCTS. NO. REVISION DATE BY 6. PRELIMINARY DESIGN MIX PROPOSED FOR USE FOR MATERIAL MIXES THAT REQUIRE CONTROL BY TESTING AGENCY. PROCEDURES FOR VERIFYING THAT WET CONSTRUCTION HAS DRIED SUFFICIENTLY TO PERMIT INSTALLATION OF FINISH C. WASTE DISPOSAL FACILITIES: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 017419.MATERIALS. 1.2 DEFINITIONS ..,..,, 1 \rch'tecture 7. SECURITY AND PROTECTION FOR SAMPLES AND FOR TESTING AND INSPECTING EQUIPMENT AT PROJECT SITE. D. LIFTS AND HOISTS: PROVIDE FACILITIES NECESSARY FOR HOISTING MATERIALS AND PERSONNEL. A. PRODUCTS: ITEMS OBTAINED FOR INCORPORATING INTO THE WORK,WHETHER PURCHASED FOR PROJECT OR TAKEN FROM H. COORDINATION: COORDINATE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED QUALITY-ASSURANCE AND C. DUST , AND HVAC-CONTROL PLAN: SUBMIT COORDINATION DRAWING AND NARRATIVE THAT INDICATES THE DUST- AND SUBPARAGRAPH BELOWCOULD BE IMPORTANTFOR COST-PLUS CONTRACTS. PREVIOUSLY PURCHASED STOCK. THE TERM "PRODUCT" INCLUDES THE TERMS "MATERIAL," "EQUIPMENT," "SYSTEM," AND -� CONTROL SERVICES WITH A MINIMUM OF DELAY AND TO AVOID NECESSITY OF REMOVING AND REPLACING CONSTRUCTION HVAC-CONTROL MEASURES PROPOSED FOR USE, PROPOSED LOCATIONS, AND PROPOSED TIME FRAME FOR THEIR TERMS OF SIMILAR INTENT. I OPERATION. IDENTIFY FURTHER OPTIONS IF PROPOSED MEASURES ARE LATER DETERMINED TO BE INADEQUATE. INCLUDE 1. TRUCK CRANES AND SIMILAR DEVICES USED FOR HOISTING MATERIALS ARE CONSIDERED "TOOLS AND EQUIPMENT 7 TO ACCOMMODATE TESTING AND INSPECTING. THE FOLLOWING: AND NOT TEMPORARY FACILITIES. 1. NAMED PRODUCTS: ITEMS IDENTIFIED BY MANUFACTURER'S PRODUCT NAME, INCLUDING MAKE OR MODEL NUMBER OR 1. SCHEDULE TIMES FOR TESTS,INSPECTIONS,OBTAINING SAMPLES,AND SIMILAR ACTIVITIES. 1. LOCATIONS OF DUST-CONTROL PARTITIONS AT EACH PHASE OF WORK. 1.14 SECURITY AND PROTECTION FACILITIES INSTALLATION OTHER DESIGNATION SHOWN OR LISTED IN MANUFACTURER'S PUBLISHED PRODUCT LITERATURE, THAT IS CURRENT AS I. SCHEDULE OF TESTS AND INSPECTIONS: PREPARE A SCHEDULE OF TESTS, INSPECTIONS, AND SIMILAR QUALITY-CONTROL OF DATE OF THE CONTRACT DOCUMENTS. SERVICES REQUIRED BY THE CONTRACT DOCUMENTS. COORDINATE AND SUBMIT CONCURRENTLY WITH CONTRACTOR'S 2. HVAC SYSTEM ISOLATION SCHEMATIC DRAWING. A. PROTECTION OF EXISTING FACILITIES: PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES, AND OTHER 2. NEW PRODUCTS: ITEMS THAT HAVE NOT PREVIOUSLY BEEN INCORPORATED INTO ANOTHER PROJECT OR FACILITY. TPG ARCHITECTURE, LLP ALTERED. REPAIR DAMAGETO EXISTING FACILITIES.CONSTRUCTION SCHEDULE. UPDATE AS THE WORK PROGRESSES. 3. LOCATION OF PROPOSED AIR-FILTRATION SYSTEM DISCHARGE.4. WASTE HANDLING PROCEDURES. IMPROVEMENTS AT PROJECT SITE AND ADJACENT PROPERTIES, EXCEPT THOSE INDICATED TO BE REMOVED OR PRODUCTS SALVAGED OR RECYCLED FROM OTHER PROJECTS ARE NOT CONSIDERED NEW PRODUCTS. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 1. DISTRIBUTION: DISTRIBUTE SCHEDULE TO OWNER, ARCHITECT, TESTING AGENCIES, AND EACH PARTY INVOLVED IN 113 QUALITY ASSURANCE 631.547.7300 TPGARCHITECTURE.COM PERFORMANCE OF PORTIONS OF THE WORK WHERE TESTS AND INSPECTIONS ARE REQUIRED. 5. OTHER DUST-CONTROL MEASURES, B. ENVIRONMENTAL PROTECTION: PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT CONSTRUCTION AS REQUIRED TO COMPL" WITH ENVIRONMENTAL REGULATIONS AND THAT MINIMIZE POSSIBLE AIR, WATERWAY, AND A. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE PRODUCTS FOR USE 1.9 SPECIAL TESTS AND INSPECTIONS 1.5 QUALITY ASSURANCE SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS. ON PROJECT, SELECT PRODUCT COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY SELECTED IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN A. SPECIAL TESTS AND INSPECTIONS: CONDUCTED BY A QUALIFIED SPECIAL INSPECTOR AS REQUIRED BY AUTHORITIES A. ELECTRIC SERVICE: COMPLY WITH NECA, NEMA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY ELECTRIC 1. COMPLY WITH WORK RESTRICTIONS SPECIFIED IN SECTION 010000. PRODUCTS WERE ALSO OPTIONS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT HAVING JURISDICTION,AS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS,AND AS FOLLOWS: SERVICE. INSTALL SERVICE TO COMPLY WITH NFPA 70. 1. EACH CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRODUCTS AND CONSTRUCTION METHODS COMPATIBLE WITH PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE C. PEST CONTROL: ENGAGE PEST-CONTROL SERVICE TO RECOMMEND PRACTICES TO MINIMIZE ATTRACTION AND HARBORING LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 1. VERIFYING THAT MANUFACTURER MAINTAINS DETAILED FABRICATION AND QUALITY-CONTROL PROCEDURES AND B. TESTS AND INSPECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO TEST AND INSPECT EACH TEMPORARY OF RODENTS, ROACHES, AVD OTHER PESTS AND TO PERFORM EXTERMINATION AND CONTROL PROCEDURES AT REGULAR PRODUCTS AND CONSTRUCTION METHODS OF OTHER CONTRACTORS. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, REVIEWS THE COMPLETENESS AND ADEQUACY OF THOSE PROCEDURES TO PERFORM THE WORK. UTILITY BEFORE USE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS. INTERVALS SO PROJECT WLL BE FREE OF PESTS AND THEIR RESIDUES AT SUBSTANTIAL COMPLETION. PERFORM CONTROL 2. IF A DISPUTE ARISES BETWEEN CONTRACTORS OVER CONCURRENTLY SELECTABLE BUT INCOMPATIBLE PRODUCTS, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 2. NOTIFYING ARCHITECT AND CONTRACTOR PROMPTLY OF IRREGULARITIES AND DEFICIENCIES OBSERVED IN THE WORKC. ACCESSIBLE TEMPORARY EGRESS: COMPLY WITH APPLICABLE PROVISIONS IN THE U.S. ARCHITECTURAL & OPERATIONS LAWFULLY,USING ENVIRONMENTALLY SAFE MATERIALS. ARCHITECT WILL DETERMINE WHICH PRODUCTS SHALL BE USED. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED DURING PERFORMANCE OF ITS SERVICES. TRANSPORTATION BARRIERS COMPLIANCE BOARD'S ADA-ABA ACCESSIBILITY GUIDELINES AND ICC/ANSI A117.1. D. BARRICADES, WARNING SIGNS, AND LIGHTS: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR 1.4 PRODUCT DELIVERY,STORAGE,AND HANDLING BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 3. SUBMITTING A CERTIFIED WRITTEN REPORT OF EACH TEST, INSPECTION, AND SIMILAR QUALITY-CONTROL SERVICE TO 1.6 PROJECT CONDITIONS ERECTING STRUCTURALLY ADEQUATE BARRICADES,INCLUDING WARNING SIGNS AND LIGHTING. A. DELIVER, STORE,AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION,AND ARCHITECT WITH COPY TO CONTRACTOR AND TO AUTHORITIES HAVING JURISDICTION. LOSS,INCLUDING THEFT AND VANDALISM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. PROJECT RESPONSIBILITY FORR E. TEMPORARY EGRESS: MAINTAIN TEMPORARY EGRESS FROM EXISTING OCCUPIED FACILITIES AS INDICATED AND AS 4. SUBMITTING A FINAL REPORT OF SPECIAL TESTS AND INSPECTIONS AT SUBSTANTIAL COMPLETION, WHICH INCLUDES A A. TEMPORARY USEPERMANENT FACILITIES: ENGAGE INSTALLER OF EACH PERMANENT SERVICE TO ASSUME REQUIRED BY AUTHORITIES HAVING JURISDICTION. B. DELIVERY AND HANDLING: CAPITAL ONE LIST OF UNRESOLVED DEFICIENCIES. OPERATION, MAINTENANCE, AND PROTECTION OF EACH PERMANENT SERVICE DURING ITS USE AS A CONSTRUCTION FACILITY BEFORE OWNER'S ACCEPTANCE, REGARDLESS OF PREVIOUSLY ASSIGNED RESPONSIBILITIES. F. TEMPORARY ENCLOSURES PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF CONSTRUCTION, IN PROGRESS AND 1. SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING OF ��pp 5. INTERPRETING TESTS AND INSPECTIONS AND STATING IN EACH REPORT WHETHER TESTED AND INSPECTED WORK COMPLETED, FROM EXPOSURE, FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE CONSTRUCTION SPACES. MATTITUCK NY � 6. REOMPLIES ESTI G AITH OR DEVIATES FROM THE ND REINSPECTING CORRECTEDW RKT DOCUMENTS, 1.7 A. 0 YETHYLENE SHEET: REINFORCED, FIRE-RESISTIVE SHEET, 10-MIL MINIMUM THICKNESS, WITH FLAME-SPREAD RATING OF TEMPORARY WEATHERTIGHT ENCLOSURE FOR BUILDING EXTERIOR. 2. COORDINATE DELIVERY WITH INSTALLATION TIME TO ENSURE MINIMUM HOLDING TIME FOR ITEMS THAT ARE 11700 MAIN ROAD co 15 OR LESS PER ASTM E 84 AND PASSING NFPA 701 TEST METHOD 2. 1. WHERE HEATING OR COOLING IS NEEDED AND PERMANENT ENCLOSURE IS INCOMPLETE, INSULATE TEMPORARY FLAMMA3. DELIVER F'RODUCTSOUS,EASILY TO PROJECT SITE DNOAN SENSITIVE UNDAMAGEDDETERIORATION, NTHEFT, MANU MANUFACTURERS ORIGINAL OTHER ORSG NAL SEALED MATTITUCK NY 11952 � 1.10 TEST AND INSPECTION LOG ENCLOSURES. B. DUST-CONTROL ADHESIVE SURFACE WALK OFF MATS: PROVIDE MATS MINIMUM 36 BY 60 INCHES. C) A. TEST AND INSPECTION LOG: PREPARE A RECORD OF TESTS AND INSPECTIONS. INCLUDE THE FOLLOWING: G. TEMPORARY PARTITIONS: PROVIDE FLOOR-TO-CEILING DUSTPROOF PARTITIONS TO LIMIT DUST AND DIRT MIGRATION AND CONTAINER OR OTHER PACKAGING SYSTEM, COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, 1. DATE TEST OR INSPECTION WAS CONDUCTED. C. INSULATION: UNFACED MINERAL-FIBER BLANKET, MANUFACTURED FROM GLASS, SLAG WOOL, OR ROCK WOOL; WITH TO SEPARATE AREAS OCCLPIED FROM FUMES AND NOISE. UNPACKING, PROTECTING,AND INSTALLING. DRAWING 2. DESCRIPTION OF THE WORK TESTED OR INSPECTED. MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50,RESPECTIVELY. 1. RETAIN FIRST TWO SUBPARAGRAPHS BELOW IF REQUIRED, REVISE CONSTRUCTION TO A FIRE-RATED PARTITION IF 4. INSPECT PRODUCTS ON DELIVERY TO DETERMINE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO DETERMINE 1.8 TEMPORARY FACILITIES THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. PROJECT SPECIFICATIONS 3. DATE TEST OR INSPECTION RESULTS WERE TRANSMITTED TO ARCHITECT. NECESSARY. o Q A. COMMON-USE FIELD OFFICE: OF SUFFICIENT SIZE TO ACCOMMODATE NEEDS OF OWNER, ARCHITECT AND CONSTRUCTION 2. CONSTRUCT DUSTPRDOF PARTITIONS WITH GYPSUM WALLBOARD WITH JOINTS TAPED ON OCCUPIED SIDE, AND C. STORAGE: o m 4. IDENTIFICATION OF TESTING AGENCY OR SPECIAL INSPECTOR CONDUCTING TEST OR INSPECTION. FIRE-RETARDANT-TREATED PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. PERSONNEL OFFICE ACTIVITIES AND TO ACCOMMODATE PROJECT MEETINGS SPECIFIED IN OTHER DIVISION 01 SECTIONS. 1. STORE PRODUCTS TO ALLOW FOR INSPECTION AND MEASUREMENT OF QUANTITY OR COUNTING OF UNITS. a &', B. MAINTAIN LOG AT PROJECT SITE. POST CHANGES AND REVISIONS AS THEY OCCUR. PROVIDE ACCESS TO TEST AND KEEP OFFICE CLEAN AND ORDERLY. FURNISH AND EQUIP OFFICES AS FOLLOWS: 3. RETAIN FIRST SUBPARAGRAPH BELOW IF CONTAINMENT OF AIRBORNE PARTICLES AND DUST GENERATED BY 2, STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. cD �!! INSPECTION LOG FOR ARCHITECT'S REFERENCE DURING NORMAL WORKING HOURS. 1. FURNITURE REQUIRED FOR PROJECT SITE DOCUMENTS INCLUDING FILE CABINETS, PLAN TABLES, PLAN RACKS, AND CONSTRUCTION ACTIVITIES IS CRITICAL TO OCCUPANTS OF OTHER SPACES IN BUILDING, E.G., OCCUPIED HEALTHCARE o � FACILITIES. 3. STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHERTIGHT ENCLOSURE 0 1.11 REPAIR AND PROTECTION BOOKCASES. o � 4. WHERE FIRE-RESISTANCE-RATED TEMPORARY PARTITIONS ARE INDICATED OR ARE REQUIRED BY AUTHORITIES HAVING ABOVE GROUND,WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. SEAL DATE N A. GENERAL: ON COMPLETION OF TESTING, INSPECTING, SAMPLE TAKING, AND SIMILAR SERVICES, REPAIR DAMAGED 2. CONFERENCE ROOM OF SUFFICIENT SIZE TO ACCOMMODATE MEETINGS OF 10 INDIVIDUALS, PROVIDE ELECTRICAL JURISDICTION,CONSTRUCT PARTITIONS ACCORDING TO THE RATED ASSEMBLIES. 4. PROTECT FOAM PLASTIC FROM EXPOSURE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY FOR PERIOD OF 10/03/2016 Y as CONSTRUCTION AND RESTORE:SUBSTRATES AND FINISHES, POWER SERVICE AND 120-VAC DUPLEX RECEPTACLES, WITH NO FEWER THAN ONE RECEPTACLE ON EACH WALL. 0 is INSTALLATION AND CONCEALMENT. PROJECT N0. 3516014-00 =) o FURNISH ROOM WITH CONFERENCE TABLE,CHAIRS,AND 4-FOOT-SQUARE TACK AND MARKER BOARDS. 5. INSULATE PARTITIONSTO CONTROL NOISE TRANSMISSION TO OCCUPIED AREAS. r a) 1. PROVIDE MATERIALS AND COMPLY WITH INSTALATION REQUIREMENTS SPECIFIED IN OTHER SPECIFICATION SECTIONS 5. COMPLY WITH PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE, HUMIDITY, VENTILATION, AND � c OR MATCHING EXISTING SUBSTRATES AND FINISHES. RESTORE PATCHED AREAS AND EXTEND RESTORATION INTO 3. DRINKING WATER AND PRIVATE TOILET. 6. SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF DOORS AND SECURITY LOCKS WHERE �RE�ARc WEATHER-PROTECTION REQUIREMENTS FOR STORAGE. '� =' ADJOINING AREAS WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. COMPLY WITH THE CONTRACT 4. COFFEE MACHINE AND SUPPLIES. OPENINGS ARE REQUIRED. �cO \GMf\11Hsjvs / SCALE 1�_0"=1I_O�� � � 6. PROTECT STORED PRODUCTS FROM DAMAGE AND LIQUIDS FROM FREEZING. C? �� 9 0- w J DOCUMENT REQUIREMENTS FOR CUTTING AND FATCHING IN SECTION 017300, 7. PROTECT AIR-HANDLING EQUIPMENT. <4 ., 9 C� w w 5. HEATING AND COOLING EQUIPMENT NECESSARY TO MAINTAIN A UNIFORM INDOOR TEMPERATURE OF 68 TO 72 DEG F. 7. PROVIDE A SECURE LOCATION AND ENCLOSURE AT PROJECT SITE FOR STORAGE OF MATERIALS AND EQUIPMENT BY `"__ DWG NO. 9 v B. PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY-CONTROL SERVICE ACTIVITIES. 8. PROVIDE WALK-OFF MATS AT EACH ENTRANCE THROUGH TEMPORARY PARTITION. = 6. LIGHTING FIXTURES CAPABLE OF MAINTAINING AVERAGE ILLUMINATION OF 20 FC AT DESK HEIGHT. OWNER'S CONSTRUCTION FORCES. COORDINATE LOCATION WITH OWNER. go C. REPAIR AND PROTECTION ARE CONTRACTOR'S RESPONSIBILITY, REGARDLESS OF THE ASSIGNMENT OF RESPONSIBILITY FOR [1.9 PROJECT SITE WEB CAMERA H. TEMPORARY FIRE PROTECTION: INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES OF TYPES NEEDED TO 1.5 PRODUCT WARRANTIES N � T QUALITY CONTROL SERVICES. PROTECT AGAINST REASONABLY PREDICTABLE AND CONTROLLABLE FIRE LOSSES. COMPLY WITH NFPA 241; MANAGE G-006 . 00 C? A. PROVIDE OX BLUE CAMERA FROM INFORMATION ADVISORY GROUP(IAG)AT WWW.INFOADVISORY.COM. FIRE PREVENTION PROGRAU. A. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION TO,AND RUN CONCURRENT WITH, OTHER WARRANTIES '9j 01842 y0 E, 1. CLICK ON CAPITAL ONE CAMERA TAB AND FILL OUT FORM AND SUBMIT. 1. PROHIBIT SMOKING INCONSTRUCTION AREAS. REQUIRED BY THE CONTRACT DOCUMENTS. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT WARRANTIES FOF DO NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. CAD FILE NO. PAGE M 2. CONTACT BOX BLUE CORPORATION FOR INSTALLATION AND SERVICE INFORMATION AT 888-849-2583. 2. SUPERVISE WELDING OPERATIONS, COMBUSTION-TYPE TEMPORARY HEATING UNITS, AND SIMILAR SOURCES OF FIRE MATTITUCK-G-006.DWG #of# U` J 1. MANUFACTURER'S WARRANTY: WRITTEN WARRANTY FURNISHED BY INDIVIDUAL MANUFACTURER FOR A PARTICULAR B. EXAMINATION AND ACCEPTANCE OF CONDITIONS: BEFORE PROCEEDING WITH EACH COMPONENT OF THE WORK, EXAMINE MATERIALS, IF NECESSARY,TO ACHIEVE UNIFORM COLOR AND APPEARANCE. PROCEDURES AND LOCATIONS ESTABLISHED FOR SALVAGE, RECYCLING,AND DISPOSAL, PRODUCT AND SPECIFICALLY ENDORSED BY MANUFACTURER TO OWNER. SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER OR APPLICATOR PRESENT WHERE INDICATED, FOR COMPLIANCE a. WHERE PATCHING OCCURS IN A PAINTED SURFACE, PREPARE SUBSTRATE AND APPLY PRIMER AND INTERMEDIATE C. SITE ACCESS AND TEMPORARY 0 Y CONTROLS: CONDUCT WASTE MANAGEMENT OPERATIONS TO ENSURE MINIMUM • SPECIAL WARRANTY: WRITTEN WARRANTY REQUIRED BY THE CONTRACT DOCUMENTS TO PROVIDE SPECIFIC RIGHTS WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. RECORD PAINT COATS APPROPRIATE FOR SUBSTRATE OVER THE PATCH, AND APPLY FINAL PAINT COAT OVER ENTIRE INTERFERENCE WITH ROADS,STREETS,WALKS,WALKWAYS,AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. FOR OWNER. OBSERVATIONS. UNBROKEN SUR=ACE CONTAINING THE PATCH, PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH B. ADJACENT SURFACES. 1.9 RECYCLING CONSTRUCTION WASTE,GENERAL o SPECIAL WARRANTIES: PREPARE A WRITTEN DOCUMENT THAT CONTAINS APPROPRIATE TERMS AND IDENTIFICATION, READY 1. EXAMINE ROUGHING-IN FOR MECHANICAL AND ELECTRICAL SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONNECTIONS �;� � �/� /�i� FOR EXECUTION. BEFORE EQUIPMENT AND FIXTURE INSTALLATION. 4. CEILINGS: PATCH, REPAIR, OR REHANG IN-PLACE CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OF A. GENERAL: RECYCLE PAPER AND BEVERAGE CONTAINERS USED BY ON-SITE WORKERS. --��-^Ja�LJ�'fl- �t �C1U 1. MANUFACTURER'S STANDARD FORM: MODIFED TO INCLUDE PROJECT-SPECIFIC INFORMATION AND PROPERLY 2. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMS ARE TO BE UNIFORM APPEARANCE. B. PREPARATION OF WASTE: PREPARE AND MAINTAIN RECYCLABLE WASTE MATERIALS ACCORDING TO RECYCLING OR REUSE EXECUTED. INSTALLED. 5. EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A FACILITY REQUIREMENTS. MAINTAIN MATERIALS FREE OF DIRT, ADHESIVES, SOLVENTS, PETROLEUM CONTAMINATION, AND 2. SPECIFIED FORM; WHEN SPECIFIED FORMS ARE INCLUDED WITH THE SPECIFICATIONS, PREPARE A WRITTEN DOCUMENT USING INDICATED FORM PROPERLY EXECUTED, 3. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR WEATHERTIGHT CONDTION AND ENSURES THERMAL AND MOISTURE INTEGRITY OF BUILDING ENCLOSURE. OTHER SUBSTANCES DELETERIOUS TO THE RECYCLING PROCESS, 3. SEE OTHER SECTIONS FOR SPECIFIC CONTENT REQUIREMENTS AND PARTICULAR REQUIREMENTS FOR SUBMITTING PRIMERS. F. CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. REMOVE PAINT, MORTAR, OILS, C. PROCEDURES: SEPARATE RECYCLABLE WASTE FROM OTHER WASTE MATERIALS, TRASH, AND DEBRIS. SEPARATE CLIENT: SPECIAL WARRANTIES, C. WRITTEN REPORT: WHERE A WRITTEN REPORT LISTING CONDITIONS DETRIMENTAL TO PERFORMANCE OF THE WORK IS PUTTY,AND SIMILAR MATERALS FROM ADJACENT FINISHED SURFACES. RECYCLABLE WASTE BY TYPE AT PROJECT SITE TO THE MAXIMUM EXTENT PRACTICAL ACCORDING TO APPROVED , C. SUBMITTAL TIME: COMPLY WITH REQUIREMENTS IN SECTION 017700. REQUIRED BY OTHER SECTIONS, INCLUDE THE FOLLOWING: 1.12 OWNER-INSTALLED PRODUCTS CONSTRUCTION WASTE MANAGEMENT PLAN. 1.6 PRODUCT SELECTION PROCEDURES 1. DESCRIPTION OF THE WORK. A. SITE ACCESS: PROVIDE ACCESS TO PROJECT SITE FOR OWNER'S CONSTRUCTION PERSONNEL, 1, PROVIDE APPROPRIATELY MARKED CONTAINERS OR BINS FOR CONTROLLING RECYCLABLE WASTE UNTIL REMOVED 714 FROM PROJECT SITE. INCLUDE LIST OF ACCEPTABLE AND UNACCEPTABLE MATERIALS AT EACH CONTAINER AND BIN. ::. \/I i ___4 .,�_7y 2. LIST OF DETRIMENTAL CONDITIONS,INCLUDING SUBSTRATES. 9 A. GENERAL PRODUCT REQUIREMENTS: PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, ARE B. COORDINATION: COORDINATE CONSTRUCTION AND OPERATIONS OF THE WORK WITH WORK PERFORMED BY OWNER'S a. INSPECT CONTAINERS AND BINS FOR CONTAMINATION AND REMOVE CONTAMINATED MATERIALS IF FOUND. UNDAMAGED AND, UNLESS OTHERWISE INDICATED,ARE NEW AT TIME OF INSTALLATION. 3. LIST OF UNACCEPTABLE INSTALLATION TOLERANCES. CONSTRUCTION PERSONNE_. 1. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FORA 4. RECOMMENDED CORRECTIONS. 2. STOCKPILE MATERIALS AWAY FROM CONSTRUCTION AREA, DO NOT STORE WITHIN DRIP LINE OF REMAINING TREES. EEngineering D.P.C./we engineer success 1. CONSTRUCTION SCHEDULE: INFORM OWNER OF CONTRACTOR'S PREFERRED CONSTRUCTION SCHEDULE FOR 116 West 32nd Street,12th Floor,New York,N.Y.10001 COMPLETE INSTALLATION AND INDICATED USE AND EFFECT, D. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROCEEDING WITH OWNER'S PORTION OF THE WORK. ADJUST CONSTRUCTION SCHEDULE BASED ON A MUTUALLY AGREEABLE TIMETABLE. 3, STORE COMPONENTS OFF THE GROUND AND PROTECT FROM THE WEATHER. P 212.643.9055 F 212.643.0503 www.mgedpe.net 2. STANDARD PRODUCTS: IF AVAILABLE, AND UNLESS CUSTOM PRODUCTS OR NONSTANDARD OPTIONS ARE SPECIFIED, THE WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS. NOTIFY OWNER IF GANGES TO SCHEDULE ARE REQUIRED DUE TO DIFFERENCES IN ACTUAL CONSTRUCTION 4. REMOVE RECYCLABLE WASTE FROM OWNER'S PROPERTY AND TRANSPORT TO RECYCLING RECEIVER OR PROCESSOR. PROVIDE STANDARD PRODUCTS OF TYPES THAT HAVE BEEN PRODUCED AND USED SUCCESSFULLY IN SIMILAR 1,7 PREPARATION PROGRESS. 1.10 RECYCLING CONSTRUCTION WASTE IEP ENONEEk SITUATIONS ON OTHER PROJECTS. 2. PREINSTALLATION CONFERENCES: INCLUDE OWNER'S CONSTRUCTION PERSONNEL AT PREINSTALLATION A. PACKAGING: A. EXISTING UTILITY INFORMATION: FURNISH INFORMATION TO OWNER THAT IS NECESSARY TO ADJUST, MOVE, OR RELOCATE CONFERENCES COVERING PORTIONS OF THE WORK THAT ARE TO RECEIVE OWNER'S WORK. ATTEND PREINSTALLATION 3. OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH EXISTING UTILITY STRUCTURES, UTILITY POLES, LINES, SERVICES, OR OTHER UTILITY APPURTENANCES LOCATED IN OR 1• CARDBOARD AND BOXES: BREAKDOWN PACKAGING INTO FLAT SHEETS. BUNDLE AND STORE INA DRY LOCATION. REQUIREMENTS OF THE CONTRACT DOCUMENTS CONFERENCES CONDUCTED BY OWNER'S CONSTRUCTION PERSONNEL IF PORTIONS OF THE WORK DEPEND ON AFFECTED BY CONSTRUCTION, COORDINATE WITH AUTHORITIES HAVING JURISDICTION. OWNER'S CONSTRUCTION. 2. POLYSTYRENE PACKAGING: SEPARATE AND BAG MATERIALS. 4. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM"AS SELECTED,"ARCHITECT WILL MAKE SELECTION. B. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK 1.13 PROGRESSIVE CLEANING 3. PALLETS: AS MUCH AS POSSIBLE, REQUIRE DELIVERIES USING PALLETS TO REMOVE PALLETS FROM PROJECT SITE, 5. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER SALIENT CHARACTERISTICS OF PRODUCTS, FOR PALLETS THAT REMAIN ON-SITE, BREAK DOWN PALLETS INTO COMPONENT WOOD PIECES AND COMPLY WITH CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. A. GENERAL: CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ENFORCE REQUIREMENTS REQUIREMENTS FOR RECYCLING WOOD. B. PRODUCT SELECTION PROCEDURES: COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. STRICTLY. DISPOSE OF MATERIALS LAWFULLY. 1. COMPLY WITH REQUIREMENTS IN NFPA 241 FOR REMOVAL OF COMBUSTIBLE WASTE MATERIALS AND DEBRIS. 4• CRATES: BREAK DOWN CRATES INTO COMPONENT WOOD PIECES AND COMPLY WITH REQUIREMENTS FOR RECYCLING 1. PRODUCT: WHERE SPECIFICATIONS NAME A SINGLE MANUFACTURER AND PRODUCT, PROVIDE THE NAMED PRODUCT C. SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON WOOD, THAT COMPLIES WITH REQUIREMENTS. COMPARABLE PRODUCTS OR SUBSTITUTIONS FOR CONTRACTOR'S DRAWINGS. 2. DO NOT HOLD WASTE MATERIALS MORE THAN SEVEN DAYS DURING NORMAL WEATHER OR THREE DAYS IF THE g WOOD MATERIALS: CONVENIENCE WILL NOT BE CONSIDERED. TEMPERATURE IS EXPECTED TO RISE ABOVE 80 DEG F. D. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY DISCOVERY OF THE NEED FOR 1 CLEAN CUT-OFFS OF LUMBER: GRIND OR CHIP INTO SMALL PIECES. 2. MANUFACTURER/SOURCE: WHERE SPECIFICATIONS NAME A SINGLE MANUFACTURER OR SOURCE, PROVIDE A CLARIFICATION OF THE CONTRACT DOCUMENTS CAUSED BY DIFFERING FIELD CONN 3. CONTAINERIZE HAZARDOUS AND UNSANITARY WASTE MATERIALS SEPARATELY FROM OTHER WASTE. MARKPRODITIONS OUTSIDE THE CONTROL OF DUCT BY THE NAMED MANUFACTURER OR SOURCE THAT COMPLIES WITH REQUIREMENTS, COMPARABLE CONTRACTOR,SUBMIT REQUEST FOR INFORMATION TO ARCHITECT ACCORDING TO REQUIREMENTS IN SECTION 013100. CONTAINERS APPROPRIATELY AND DISPOSE OF LEGALLY ACCORDING TO REGULATIONS. 2. CLEAN SAWDUST: BAG SAWDUST THAT DOES NOT CONTAIN PAINTED OR TREATED WOOD, PRODUCTS OR SUBSTITUTIONS FOR CONTRACTOR'S CONVENIENCE WILL NOT BE CONSIDERED, 1.8 CONSTRUCTION LAYOUT a. USE CONTAINERS INTENDED FOR HOLDING WASTE MATERIALS OF TYPE TO BE STORED, C. GYPSUM BOARD: STACK LARGE CLEAN PIECES ON WOOD PALLETS OR IN CONTAINER AND STORE IN A DRY LOCATION. 3. PRODUCTS: 4. COORDINATE PROGRESS CLEANING FOR JOINT-USE AREAS WHERE CONTRACTOR AND OTHER CONTRACTORS ARE 1. CLEAN GYPSUM BOARD: GRIND SCRAPS OF CLEAN GYPSUM BOARD USING SMALL MOBILE CHIPPER OR HAMMER MILL. A. VERIFICATION: BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY LAYOUT INFORMATION SHOWN ON DRAWINGS, IN WORKING CONCURRENTLY, SCREEN OUT PAPER AFTER GRINDING. a, RESTRICTED LIST: WHERE SPECIFICATIONS INCLUDE A LIST OF NAMES OF BOTH MANUFACTURERS AND RELATION TO THE PROPERTY SURVEY AND EXISTING BENCHMARKS, IF DISCREPANCIES ARE DISCOVERED, NOTIFY PRODUCTS, PROVIDE ONE OF THE PRODUCTS LISTED THAT COMPLIES WITH REQUIREMENTS. COMPARABLE ARCHITECT PROMPTLY. B. SITE: MAINTAIN PROJECT SFE FREE OF WASTE MATERIALS AND DEBRIS. 1.11 DISPOSAL OF WASTE PRODUCTS OR SUBSTITUTIONS FOR CONTRACTOR'S CONVENIENCE WILL NOT BE CONSIDERED. 4. MANUFACTURERS: 1.9 FIELD ENGINEERING C. WORK AREAS: CLEAN AREAS WHERE WORK IS IN PROGRESS TO THE LEVEL OF CLEANLINESS NECESSARY FOR PROPER A. GENERAL: EXCEPT FOR ITEMS OR MATERIALS TO BE SALVAGED, RECYCLED, OR OTHERWISE REUSED, REMOVE WASTE a. RESTRICTED LIST: WHERE SPECIFICATIONS INCLUDE A LIST OF MANUFACTURERS' NAMES, PROVIDE A PRODUCT A. REFERENCE POINTS: LOCATE EXISTING PERMANENT BENCHMARKS, CONTROL POINTS, AND SIMILAR REFERENCE POINTS EXECUTION OF THE WORK. MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO BY REMOVE LIQUID SPILLSPROMPTLY• AUTHORITIES HAVING JURISDICTION. BY ONE OF THE MANUFACTURERS LISTED THAT COMPLIES WITH REQUIREMENTS. COMPARABLE PRODUCTS OR BEFORE BEGINNING THE WORK, PRESERVE AND PROTECT PERMANENT BENCHMARKS AND CONTROL POINTS DURING SUBSTITUTIONS FOR CONTRACTOR'S CONVENIENCE WILL NOT BE CONSIDERED. CONSTRUCTION OPERATIONS. 2. WHERE DUST WOULD IMPAIR PROPER EXECUTION OF THE WORK, BROOM-CLEAN OR VACUUM THE ENTIRE WORK AREA, 1• EXCEPT AS OTHERWISE SPECIFIED, DO NOT ALLOW WASTE MATERIALS THAT ARE TO BE DISPOSED OF ACCUMULATE C. VISUAL MATCHING SPECIFICATION: WHERE SPECIFICATIONS REQUIRE "MATCH ARCHITECT'S SAMPLE", PROVIDE A PRODUCT 1. DO NOT CHANGE OR RELOCATE EXISTING BENCHMARKS OR CONTROL POINTS WITHOUT PRIOR WRITTEN APPROVAL OF AS APPROPRIATE. ON-SITE. THAT COMPLIES WITH REQUIREMENTS AND MATCHES ARCHITECT'S SAMPLE. ARCHITECT'S DECISION WILL BE FINAL ON ARCHITECT. REPORT LOST OR DESTROYED PERMANENT BENCHMARKS OR CONTROL POINTS PROMPTLY. REPORT THE D. INSTALLED WORK: KEEP INSTALLED WORK CLEAN. CLEAN INSTALLED SURFACES ACCORDING TO WRITTEN INSTRUCTIONS 2. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.WHETHER PROPOSED PRODUCT MATCHES. NEED TO RELOCATE PERMANENT BENCHMARKS OR CONTROL POINTS TO ARCHITECT BEFORE PROCEEDING. OF MANUFACTURER OR FABRICATOR OF PRODUCT INSTALLED, USING ONLY CLEANING MATERIALS SPECIFICALLY B. BURNING: DO NOT BURN WASTE MATERIALS. RECOMMENDED. IF SPECIFIC CLEANING MATERIALS ARE NOT RECOMMENDED, USE CLEANING MATERIALS THAT ARE NOT 2. REPLACE LOST OR DESTROYED PERMANENT BENCHMARKS AND CONTROL POINTS PROMPTLY, BASE REPLACEMENTS C. DISPOSAL: REMOVE WASTE MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. D. VISUAL SELECTION SPECIFICATION: WHERE SPECIFICATIONS INCLUDE THE PHRASE "AS SELECTED BY ARCHITECT FROM ON THE ORIGINAL SURVEY CONTROL POINTS. HAZARDOUS TO HEALTH OR PROPERTY AND THAT WILL NOT DAMAGE EXPOSED SURFACES, MANUFACTURER'S FULL RANGE" OR SIMILAR PHRASE, SELECT A PRODUCT THAT COMPLIES WITH REQUIREMENTS, ARCHITECT WILL SELECT COLOR, GLOSS, PATTERN, DENSITY, OR TEXTURE FROM MANUFACTURER'S PRODUCT LINE THAT B. BENCHMARKS: ESTABLISH AND MAINTAIN A MINIMUM OF TWO PERMANENT BENCHMARKS ON PROJECT SITE, REFERENCED E. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE, INCLUDES BOTH STANDARD AND PREMIUM ITEMS. TO DATA ESTABLISHED BY SURVEY CONTROL POINTS. COMPLY WITH AUTHORITIES HAVING JURISDICTION FOR TYPE AND F. EXPOSED SURFACES IN FINISHED AREAS: CLEAN EXPOSED SURFACES AND PROTECT AS NECESSARY TO ENSURE FREEDOM SECTION 017423-FINAL CLEANING SIZE OF BENCHMARK, FROM DAMAGE AND DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. 1.1 SUMMARY SECTION 017300-EXECUTION 1. RECORD BENCHMARK LOCATIONS,WITH HORIZONTAL AND VERTICAL DATA,ON PROJECT RECORD DOCUMENTS. G. WASTE DISPOSAL: DO NOT BURY OR BURN WASTE MATERIALS ON-SITE. DO NOT WASH WASTE MATERIALS DOWN SEWERS A. SECTION INCLUDES: 1.1 SUMMARY 2. WHERE THE ACTUAL LOCATION OR ELEVATION OF LAYOUT POINTS CANNOT BE MARKED, PROVIDE TEMPORARY OR INTO WATERWAYS. COMPLY WITH WASTE DISPOSAL REQUIREMENTS IN SECTION 017419. 1. FINAL SITE CLEARING, REFERENCE POINTS SUFFICIENT TO LOCATE THE WORK. A. SECTION INCLUDES GENERAL ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS GOVERNING EXECUTION OF THE WORK 3, REMOVE TEMPORARY REFERENCE POINTS WHEN NO LONGER NEEDED. RESTORE MARKED CONSTRUCTION TO ITS H. DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS 2. FINAL INTERIOR CLEANING. INCLUDING, BUT NOT LIMITED TO,THE FOLLOWING: ORIGINAL CONDITION. ALREADY IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION AT SUBSTANTIAL COMPLETION. 1.2 SUBMITTALS FOR REVIEW 1. CONSTRUCTION LAYOUT, 1.10 INSTALLATION I. CLEAN AND PROVIDE MAINTENANCE ON COMPLETED CONSTRUCTION AS FREQUENTLY AS NECESSARY THROUGH THE A. PRODUCT DATA: FOR CLEANING AGENTS, 2. INSTALLATION OF THE WORK. A. GENERAL: LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION,AS REMAINDER OF THE CONSTRUCTION PERIOD, ADJUST AND LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITY 1.3 QUALITY ASSURANCE 3. CUTTING AND PATCHING, INDICATED. WITHOUT DAMAGING EFFECTS. A. PERFORM FINAL CLEANING TO WORK OF THIS CONTRACT PRIOR TO FINAL PROJECT ASSESSMENT AT SUBSTANTIAL 4. COORDINATION OF OWNER:INSTALLED PRODUCT, 1. MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL. J. LIMITING EXPOSURES: SUPERVISE CONSTRUCTION OPERATIONS TO ASSURE THAT NO PART OF THE CONSTRUCTION, COMPLETION. 5. PROGRESS CLEANING. 2. WHERE SPACE IS LIMITED, INSTALL COMPONENTS TO MAXIMIZE SPACE AVAILABLE FOR MAINTENANCE AND EASE OF COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR OTHERWISE DELETERIOUS EXPOSURE B. UTILIZE NON-TOXIC CLEANING MATERIALS AND METHODS, 6. STARTING AND ADJUSTING, REMOVAL FOR REPLACEMENT, DURING THE CONSTRUCTION PERIOD. 7. PROTECTION OF INSTALLED CONSTRUCTION, 3. CONCEAL PIPES, DUCTS,AND WIRING IN FINISHED AREAS UNLESS OTHERWISE INDICATED, 1.14 STARTING AND ADJUSTING 1. COMPLY WITH GS 37 FOR GENERAL PURPOSE CLEANING AND BATHROOM CLEANING.2. USE NATURAL CLEANING MATERIALS WHERE FEASIBLE. NATURAL CLEANING MATERIALS INCLUDE: 8. CORRECTION OF THE WORD. 4. MAINTAIN MINIMUM HEADROOM CLEARANCE OF 96 INCHES IN OCCUPIED SPACES AND 90 INCHES IN UNOCCUPIED A. START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION, REMOVE MALFUNCTIONING UNITS, USE CLEANERS: SUBSTITUTE 1/2 LEMON DIPPED IN BORAX. 1.2 DEFINITIONS SPACES. REPLACE WITH NEW UNITS,AND RETEST, a. A. CUTTING: REMOVAL OF IN-PLACE CONSTRUCTION NECESSARY TO PERMIT INSTALLATION OR PERFORMANCE OF OTHER B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN B. ADJUST EQUIPMENT FOR PROPER OPERATION. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT b, AMMONIA:SUBSTITUTE VINEGAR,SALT AND WATER MIXTURE,OR BAKING SODA AND WATER,WORK. APPLICATIONS INDICATED. BINDING. c. DISINFECTANTS: SUBSTITUTE 112 CUP BORAX IN GALLON WATER. C. INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT WILL ENSURE THE BEST POSSIBLE RESULTS, MAINTAIN C. TEST EACH PIECE OF EQUIPMENT TO VERIFY PROPER OPERATION, TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE d. DRAIN CLEANERS: SUBSTITUTE 1/4 CUP BAKING SODA AND 1/4 CUP VINEGAR IN BOILING WATER, B. PATCHING: FITTING AND REPAIR WORK REQUIRED TO RESTORE CONSTRUCTION TO ORIGINAL CONDITIONS AFTER INSTALLATION OF OTHER WORK. CONDITIONS REQUIRED FOR PRODUCT PERFORMANCE UNTIL SUBSTANTIAL COMPLETION. DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT, e. UPHOLSTERY CLEANERS: SUBSTITUTE DRY CORNSTARCH. 1.3 INFORMATIONAL SUBMITTALS D. CONDUCT CONSTRUCTION OPERATIONS SO NO PART OF THE WORK IS SUBJECTED TO DAMAGING OPERATIONS OR LOADING D. MANUFACTURER'S FIELD SERVICE: COMPLY WITH QUALIFICATION REQUIREMENTS IN SECTION 014000. C. CONDUCT CLEANING AND WASTE-REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL IN EXCESS OF THAT EXPECTED DURING NORMAL CONDITIONS OF OCCUPANCY. AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. A. CUTTING AND PATCHING PLAN: SUBMIT PLAN DESCRIB NG PROCEDURES AT LEAST 7 DAYS PRIOR TO THE TIME CUTTING AND 1.15 PROTECTION OF INSTALLED CONSTRUCTION E. SEQUENCE THE WORK AND ALLOW ADEQUATE CLEARANCES TO ACCOMMODATE MOVEMENT OF CONSTRUCTION ITEMS ON D. EMPLOY EXPERIENCED OR PROFESSIONAL CLEANING PERSONNEL SKILLED IN COMMERCIAL CLEANING PROCEDURES, CLEAN PATCHING WILL BE PERFORMED. INCLUDE THE FOLLOWING INFORMATION: SITE AND PLACEMENT IN PERMANENT LOCATIONS. A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE 1. EXTENT: DESCRIBE REASON FOR AND EXTENT OF EACH OCCURRENCE OF CUTTING AND PATCHING. DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. PROGRAM, COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. F. TOOLS AND EQUIPMENT: DO NOT USE TOOLS H EQUIPMENT THAT PRODUCE HARMFUL NOISE LEVELS. B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE AND RELATIVE HUMIDITY. E. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY AND USE BY OWNER. CLEAN SURFACES FREE OF DUST, 2• CHANGES TO IN-PLACE CONSTRUCTION: DESCRIBE ANTICIPATED RESULTS. INCLUDE CHANGES TO STRUCTURAL FINGERPRINTS,DIRT,SOILING,AND OTHER RESIDUE REMAINING FROM WORK OF THIS CONTRACT. ELEMENTS AND OPERATING COMPONENTS AS WELL AS CHANGES IN BUILDING APPEARANCE AND OTHER SIGNIFICANT G. TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED TEMPLATES FOR WORK SPECIFIED TO BE FACTORY VISUAL ELEMENTS. PREPARED AND FIELD INSTALLED. CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING PRODUCTS TO COMPLY WITH INDICATED REQUIREMENTS. SECTION 017419-CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL F. USE CLEANING MATERIALS AND METHODS RECOMMENDED BY MANUFACTURER OF SURFACE MATERIAL TO BE CLEANED, DO 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 3. PRODUCTS: LIST PRODUCTS TO BE USED FOR PATCHING AND FIRMS OR ENTITIES THAT WILL PERFORM PATCHING RK. H. ATTACHMENT: PROVIDE BLOCKING AND ATTACHMENT PLATES AND ANCHORS AND FASTENERS OF ADEQUATE SIZE AND 1.1 SUMMARY NOT USE CLEANING MATERIALS DAMAGING TO SURFACES OR CREATING HAZARDS TO HEALTH OR PROPERTY. N0. REVISION DATE BY AUTHORITIES FOR SAFETY PROCEDURES AND ENVIRONMENTAL REGULATIONS. DO NOT BURN ORY AUT CONFORM TO REGULATORY TH 4. DATES: INDICATE WHEN CUTTING AND PATCHING WILL BE PERFORMED. NUMBER TO SECURELY ANCHOR EACH COMPONENT IN PLACE, ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONS A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE FOLLOWING: G. CO OF THE WORK. WHERE SIZE AND TYPE OF ATTACHMENTS ARE NOT INDICATED, VERIFY SIZE AND TYPE REQUIRED FOR LOAD BURY MATERIALS T SITE. H NOT DISCHARGE RGE EXCESS WATER OR VOLATILE, HARMFUL, OR DANGEROUS MATERIALS 5. UTILITIES AND MECHANICAL AND ELECTRICAL SYSTEMS: LIST SERVICES AND SYSTEMS THAT CUTTING AND PATCHING CONDITIONS. 1. SALVAGING NONHAZARDOUS CONSTRUCTION WASTE. INTO DRAINAGE SYSTEMS. TRANSPORT WASTE MATERIALS FROM SITE IN LEGAL MANNER. DO NOT USE OWNERS TRASH 73,-�-%�,) PROCEDURES WILL DISTURB OR AFFECT. LIST SERVICES AND SYSTEMS THAT WILL BE RELOCATED AND THOSE THAT 1• MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT COMPONENTS AT HEIGHTS DIRECTED 2. RECYCLING NONHAZARDOUS CONSTRUCTION WASTE. FACILITIES, WILL BE TEMPORARILY OUT OF SERVICE. INDICATE LENGTH OF TIME PERMANENT SERVICES AND SYSTEMS WILL BE 3. DISPOSING OF NONHAZRRDOUS CONSTRUCTION WASTE. 1.4 MATERIALS AND PRODUCTSch'tecture DISRUPTED. BY ARCHITECT• \r I a. INCLUDE DESCRIPTION OF PROVISIONS FOR TEMPORARY SERVICES AND SYSTEMS DURING INTERRUPTION OF 2. ALLOW FOR BUILDING MOVEMENT, INCLUDING THERMAL EXPANSION AND CONTRACTION. 1.2 DEFINITIONS A. CLEANERS: GREEN SEAL APPROVED FOR GENERAL PURPOSE CLEANING AND RESTROOM CLEANING. PERMANENT SERVICES AND SYSTEMS, 3. COORDINATE INSTALLATION OF ANCHORAGES. FURNISH SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS AND OTHER SOLID WASTE RESULTING FROM B. LOW-TOXIC CLEANING SUPPLIES FOR SURFACES AND EQUIPMENT. OPTIONS INCLUDE SEVERAL SOYBEAN-BASED SOLVENTS - .CO AND ITEMS WITH INT INSTALLING ANCHORAGES, INCLUDING SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, INTEGRAL CONSTRUCTION,REMODELING, RENOVATION,OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES PACKAGING. AND CLEANING OPTIONS AND CITRUS-BASED CLEANERS (SOYSOLV PROVIDES SEVERAL SOY-BASED SOLVENTS AND B. LANDFILL RECEIPTS: SUBMIT COPY OF RECEIPTS ISSUED BY A LANDFILL FACILITY, LICENSED TO ACCEPT HAZARDOUS TPG ARCHITECTURE, LLP MATERIALS,FOR HAZARDOUS WASTE DISPOSAL. ANCHORS, THAT ARE TO BE EMBEDDED IN CONCRETE OR MASONRY. DELIVER SUCH ITEMS TO PROJECT SITE IN TIME g DISPOSAL: REMOVAL OFF-STE OF CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN CLEANING OPTIONS,PHONE 1-800-231-4274 OR WWW.SOYSOLV.COM.) FOR INSTALLATION. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 1A QUALITY ASSURANCE 1. LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, 1. USE NATURAL CLEANING MATERIALS WHERE FEASIBLE. NATURAL CLEANING MATERIALS INCLUDE: 631.547.7300 1 TPGARCHITECTURE.COM JOINTS: MAKE JOINTS IS UNIFORM WIDTH. WHERE JOINT LOCATIONS IN EXPOSED WORK ARE NOT INDICATED, ARRANGE C. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR SUBSEQUENT PROCESSING IN PREPARATION FOR a. ABRASIVE CLEANERS: SUBSTITUTE 1/2 LEMON DIPPED IN BORAX, A. CUTTING AND PATCHING: COMPLY WITH REQUIREMENTS FOR AND LIMITATIONS ON CUTTING AND PATCHING OF JOINTS FOR THE BEST VISUAL EFFECT. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS. REUSE. b. AMMONIA:SUBSTITUTE VINEGAR,SALT AND WATER MIXTURE,OR BAKING SODA AND WATER. CONSTRUCTION ELEMENTS. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN J. HAZARDOUS MATERIALS: USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT ARE NOT CONSIDERED AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT c. DISINFECTANTS: SUBSTITUTE 1/2 CUP BORAX IN GALLON WATER 1.3 PERFORMANCE REQUIREMENTS R. 1, STRUCTURAL ELEMENTS: WHEN CUTTING AND PATCHING STRUCTURAL ELEMENTS, NOTIFY ARCHITECT OF LOCATIONS HAZARDOUS, PERMITTED AND DETAILS OF CUTTING AND AWAIT DIRECTIONS FROM ARCHITECT BEFORE PROCEEDING. SHORE, BRACE, AND A. GENERAL: ACHIEVE END-OF-PROJECT RATES FOR SALVAGE/RECYCLING OF 75 PERCENT BY WEIGHT OF TOTAL d. DRAIN CLEANERS: SUBSTITUTE 1/4 CUP BAKING SODA AND 1/4 CUP VINEGAR IN BOILING WATER. BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE SUPPORT STRUCTURAL ELEMENTS DURING CUTTING AND PATCHING. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS 1.11 CUTTING AND PATCHING NON-HAZARDOUS SOLID WASTE GENERATED BY THE WORK. PRACTICE EFFICIENT WASTE MANAGEMENT IN THE USE OF 1.5 FINAL CLEANING,GENERAL LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR INCREASE DEFLECTION A. CUTTING AND PATCHING, GENERAL: EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING. PROCEED WITH MATERIALS IN THE COURSE OF THE WORK. USE ALL REASONABLE MEANS TO DIVERT CONSTRUCTION AND DEMOLITION COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF 2. CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME,AND COMPLETE WITHOUT DELAY. WASTE FROM LANDFILLS AND INCINERATORS. FACILITATE RECYCLING AND SALVAGE OF MATERIALS, A. GENERAL: PERFORM FINAL CLEANING, CONDUCT CLEANING AND WASTE-REMOVAL OPERATIONS TO COMPLY WITH LOCAL OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE MODIFICATION OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED 1. CUT IN-PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS OR PERFORMANCE OF OTHER 1.4 ACTION SUBMITTALS LAWS AND ORDINANCES AND FEDERALAND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED B MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. CONSTRUCTION,AND SUBSEQUENTLY PATCH AS REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. B. EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR FINAL CLEANING, CLEAN EACH SURFACE OR UNIT TO BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED FOR THE NOTICE TO PROCEED. CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH 3. OTHER CONSTRUCTION ELEMENTS: DO NOT CUT AND PATCH OTHER CONSTRUCTION ELEMENTS OR COMPONENTS IN A B. TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO - 1.5 INFORMATIONAL SUBMITTALS MANUFACTURER'S WRITTEN INSTRUCTIONS. PROJECT PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR C. PROTECTION: PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE SAFETY. PROTECTION FROM ADITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING A. WASTE REDUCTION CALCULATIONS: BEFORE REQUEST FOR SUBSTANTIAL COMPLETION, SUBMIT CALCULATED 1.6 FINAL SITE CLEANING CAPITAL ONE DVERSE WEATHER CON CUTTING AND PATCHING OPERATIONS. END-OF-PROJECT RATES FOR SALVAGE, RECYCLING, AND DISPOSAL AS A PERCENTAGE OF TOTAL WASTE GENERATED BY A. SITE. OVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM THE PROJECT AND FROM THE MATTITUCK NY 4. VISUAL ELEMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF THE WORK. ' a CUTTING AND PATCHING. DO NOT CUT AND PATCH EXPOSED CONSTRUCTION IN A MANNER THAT WOULD, IN D. CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING,AND SIMILAR OPERATIONS, g RECORD INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. SOF DONATIONS: INDICATE RECEIPT AND ACCEPTANCE T. SALVAGEABLE WASTE DONATED TO INDIVIDUALS AND B. REMOVE TOOLS,CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIAL FROM PR Cl) ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES, REMOVE AND REPLACE CONSTRUCTION THAT ORGANIZATIONS. INDICATE WHETHER ORGANIZATION IS TAX EXEMPT. 11700 MAIN ROAD PROJECT SITE. IN HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. IF POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN C. CLEAN PROJECT CONSTRUCTION SITE OF LITTER,DEBRIS,AND SOILING RESULTING FROM CONSTRUCTION ACTIVITIES. RECOMMENDATIONS, C. RECORDS OF SALES: INDI,ATE RECEIPT AND ACCEPTANCE OF SALVAGEABLE WASTE SOLD TO INDIVIDUALS AND MATTITUCK, NY 11952 `_ B. CUTTING AND PATCHING CONFERENCE: BEFORE PROCEEDING, MEET AT PROJECT SITE WITH PARTIES INVOLVED IN CUTTING ORGANIZATIONS. INDICATE WHETHER ORGANIZATION IS TAX EXEMPT. D. SWEEP PAVED AREAS TO A BROOM-CLEAN CONDITION. RAKE LANDSCAPED SURFACES TO REMOVE DEBRIS. RAKE GROUNDS C:) AND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE AND 1. IN GENERAL, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING AND THAT ARE NEITHER PLANTED NOR PAVED TOA SMOOTH,EVEN TEXTURED SURFACE. DRAWING CONFLICT, COORDINATE PROCEDURES AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING, CHOPPING. CUT HOLES AND SLOTS NEATLY TO MINIMUM SIZE REQUIRED, AND WITH MINIMUM DISTURBANCE OF D. RECYCLING AND PROCESSING FACILITY RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF RECYCLABLE WASTE BY a) ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. E. REMOVE STAINS, SPILLS,AND OTHER FOREIGN DEPOSITS, REMOVE PETROCHEMICAL SPILLS, STAINS, AND OTHER FOREIGN `l RECYCLING AND PROCESSING FACILITIES LICENSED TO ACCEPT THEM. INCLUDE MANIFESTS, WEIGHT TICKETS, RECEIPTS, DEPOSITS. PROJECT SPECIFICATIONS C. MANUFACTURER'S INSTALLATION INSTRUCTIONS: OBTAIN AND MAINTAIN ON-SITE MANUFACTURER'S WRITTEN 2• FINISHED SURFACES: CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. AND INVOICES, RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION OF PRODUCTS AND EQUIPMENT. 03. CONCRETE AND MASONRY: CUT USING A CUTTING MACHINE,SUCH AS AN ABRASIVE SAW OR A DIAMOND-CORE DRILL. E. LANDFILL AND INCINERATOR DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF WASTE BY LANDFILLS AND F. REMOVE WASTE AND SURPLUS MATERIALS,RUBBISH,AND CONSTRUCTION FACILITIES FROM THE SITE. o � 1.5 MATERIALS � co 4. MECHANICAL AND ELECTRICAL SERVICES: CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, INCINERATOR FACILITIES LICENSED TO ACCEPT THEM. INCLUDE MANIFESTS,WEIGHT TICKETS,RECEIPTS,AND INVOICES. G. REMOVE DEBRIS AND SURFACE DUST FROM LIMITED-ACCESS SPACES INCLUDING TRENCHES, EQUIPMENT VAULTS, A. GENERAL: COMPLY WITH REQUIREMENTS SPECIFIED IN OTHER SECTIONS. VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR 1.6 QUALITY ASSURANCE MANHOLES,AND SIMILAR SPACES. cD N OTHER FOREIGN MATTER AFTER CUTTING. o � B. IN-PLACE MATERIALS: USE MATERIALS FOR PATCHING IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED SURFACES, USE H. REMOVE SNOW AND ICE TO PROVIDE SAFE ACCESS TO BUILDING A. REGULATORY REQUIREMENTS: COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING o MATERIALS THAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. 5. PROCEED WITH PATCHING AFTER CONSTRUCTION OPERATIONS REQUIRING CUTTING ARE COMPLETE. JURISDICTION. 1.7 FINAL BUILDING EXTERIOR CLEANING SEAL DATE 10/03/2016 c� "' 1. IF IDENTICAL MATERIALS ARE UNAVAILABLE OR �;,ANNOT BE USED, USE MATERIALS THAT, WHEN INSTALLED, WILL E. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS 1,7 WASTE MANAGEMENT PLAN A. CLEAN DEBRIS FROM ROOFS,GUTTERS,DOWNSPOUTS,AND DRAINAGE SYSTEMS. Y °' PROVIDE A MATCH ACCEPTABLE TO ARCHITECT FOR THE VISUAL AND FUNCTIONAL PERFORMANCE OF IN-PLACE FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS PRACTICABLE. C) PROJECT NO MATERIALS, A. GENERAL: DEVELOP A WASTE MANAGEMENT PLAN ACCORDING TO ASTM E 1609 AND REQUIREMENTS IN THIS SECTION. PLAN B. CLEAN EXTERIOR GLASS. REMOVE TEMPORARY LABELS,STAINS AND FOREIGN SUBSTANCES. alp AR 3516014-00 � PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS,WHERE APPLICABLE. jj in 1,6 EXAMINATION 1. INSPECTION: WHERE FEASIBLE, TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO DEMONSTRATE PHYSICAL SHALL CONSIST OF WASTE IDENTIFICATION, WASTE REDUCTION WORK PLAN, AND COST/REVENUE ANALYSIS. INDICATE .�� C QUANTITIES BY WEIGHT OR VOLUME, BUT USE SAME UNITS OF MEASURE THROUGHOUT WASTE MANAGEMENT PLAN. C. REMOVE GREASE, MASTIC, ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS, FILMS, NON PERMANENT LABELS, AND OTHER �Gj MATIH�W h'i], SCALE ,1 INTEGRITY OF INSTALLATION. FOREIGN MATERIALS FROM SIGHT EXPOSED EXTERIOR SURFACES. �C?a�e`�' sf99 1 -0 -1 0 M„� n A. EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AND CONSTRUCTION 1.8 PLAN IMPLEMENTATION G n Y INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING SITEWORK, INVESTIGATE AND VERIFY THE EXISTENCE 2. EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO D. CLEAN LIGHT FIXTURES AND LAMPS SO AS TO FUNCTION WITH FULL EFFICIENCY AND TO REM VE N "-t DW 0 FINGER PRINTS FROM G N0. � AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION RETAINED ADJOINING CONSTRUCTION IN A MANNERTHAT WILL MINIMIZE EVIDENCE OF PATCHING AND REFINISHING. A. GENERAL: IMPLEMENT APPROVED WASTE MANAGEMENT PLAN. PROVIDE HANDLING, CONTAINERS, STORAGE, SIGNAGE, REFLECTIVE SURFACES. ..� TRANSPORTATION, AND OTHER ITEMS AS REQUIRED TO IMPLEMENT WASTE MANAGEMENT PLAN DURING THE ENTIRE A. o5 o AFFECTING THE WORK. a. CLEAN PIPING,CONDUIT,AND SIMILAR FEATURES BEFORE APPLYING PAINT OR OTHER FINISHING MATERIALS. 1.8 FINAL INTERIOR CLEANING J, z 1. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OF CONNECTION OF SANITARY b. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. DURATION OF THE CONTRACT. '9 o�a4. yOQ SEWER,STORM SEWER,AND WATER-SERVICE PIPING;UNDERGROUND ELECTRICAL SERVICES,AND OTHER UTILITIES. A. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR CERTIFICATION OF v T 3. FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, B. TRAINING: TRAIN WORKERS, SUBCONTRACTORS, AND SUPPLIERS ON PROPER WASTE MANAGEMENT PROCEDURES, AS SUBSTANTIAL COMPLETION FOR ENTIRE PROJECT R OF tom' G-007 . 00 m 0 FORA PORTION OF PROJECT: N 2. FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, APPROPRIATE FOR THE WORK M � PROJECT SITE, COLOR, TEXTURE, AND APPEARANCE. REMOVE IN-PLACE FLOOR AND WALL COVERINGS AND REPLACE WITH NEW 1. DISTRIBUTE WASTE MANAGEMENT PLAN TO ENTITIES WHEN THEY FIRST BEGIN WORK ON-SITE, REVIEW PLAN 1. HARD SURFACE FLOORS SHALL BE FREE OF DIRT STREAKS; NO DIRT REMAINING IN CORNERS, BEHIND DOORS, OR CAD FILE NO, PAGE CD U WHERE DIRT IS PICKED UP WITH THE DUSTPAN AFTER SWEEPING OPERATIONS. MATTITUCK-G-007.DWG #of . U) C7 J /x- , 2. VACUUM CARPET AND SIMILAR SOFT SURFACES USING HEPA FILTER VACUUM CLEANER, REMOVING DEBRIS AND 3. LOCATION OF LANDSCAPING. 1. RETAIN SUBPARAGRAPH BELOW IF PAPER COPIES OF OPERATION AND MAINTENANCE DATA ARE REQUIRED, E. MAINTENANCE AND SERVICE SCHEDULES: INCLUDE SERVICE AND LUBRICATION REQUIREMENTS, LIST OF REQUIRED EXCESS NAP;SHAMPOO IF VISIBLE SOIL OR STAINS REMAIN. REMOVE ALL RESIDUE FROM MASKING TAPE OR SHAMPOO. 4. LOCATION OF PARKING STRIPING, REPLACE AND DISPOSE OF VACUUM BAGS WHEN BAG IS HALF FULL. 2. IF OPERATION OR MAINTENANCE DOCUMENTATION REQUIRES MORE THAN ONE VOLUME TO ACCOMMODATE DATA, LUBRICANTS FOR EQUIPMENT, AND SEPARATE SCHEDULES FOR PREVENTIVE AND ROUTINE MAINTENANCE AND SERVICE 5. CERTIFICATION FROM SURVEYOR CONFIRMING ITEMS SHOWN ARE WITHIN PROPERTY BOUNDARY AND ARE NOT WITHIN INCLUDE COMPREHENSIVE TABLE OF CONTENTS FOR ALL VOLUMES IN EACH VOLUME OF THE SET. WITH STANDARD TIME ALLOTMENT, 3. CLEAN RESILIENT FLOORS WITH DAMP MOP TO REMOVE SURFACE DIRT AND DUST. BUFF DRY TO BRING SHEEN TO A 100-YEAR FLOOD PLAIN, D. MANUAL CONTENTS ORGANIZE INTO SETS OF MANAGEABLE SIZE. ARRANGE CONTENTS ALPHABETICALLY BY SYSTEM, 1. SCHEDULED MAINTENANCE AND SERVICE: TABULATE ACTIONS FOR DAILY, WEEKLY, MONTHLY, QUARTERLY, 1.7 LIST OF INCOMPLETE ITEMS(PUNCH LIST) SUBSYSTEM, AND EQUIPMENT. IF POSSIBLE, ASSEMBLE INSTRUCTIONS FOR SUBSYSTEMS, EQUIPMENT, AND COMPONENTS SEMIANNUAL,AND ANNUAL FREQUENCIES. ��� o 4. BASES SHALL EA FREE O WATERMARKS,SCARS FROM CLEANING EQUIPMENT STRIKING THE SURFACE,AND SPLASHING OF ONE SYSTEM INTO A SINGLE BINDER. 2. MAINTENANCE AND SERVICE RECORD; INCLUDE MANUFACTURERS'FORMS FOR RECORDING MAINTENANCE. ��%1a, Do v ,a D o FROM THE CLEANING SOLUTION AND RINSE WATER. SURFACES SHALL BE DRY AND THE CORNERS AND CREVICES A. ORGANIZATION OF LIST: INCLUDE NAME AND IDENTIFICATION OF EACH SPACE AND AREA AFFECTED BY CONSTRUCTION �� CLEAN AFTER MOPPING. OPERATIONS FOR INCOMPLETE ITEMS AND ITEMS NEEDING CORRECTION INCLUDING, IF NECESSARY, AREAS DISTURBED BY E. MANUALS, ELECTROVIC FILES: SUBMIT MANUALS IN THE FORM OF A MULTIPLE FILE COMPOSITE ELECTRONIC PDF FILE FOR F. SPARE PARTS LIST AND SOURCE INFORMATION: INCLUDE LISTS OF REPLACEMENT AND REPAIR PARTS, WITH PARTS 5. VACUUM WALLS,CEILINGS,SUPPLY CEILING DIFFUSERS,AND LIGHT FIXTURES. CONTRACTOR THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION. EACH MANUAL TYPE REQUIRED, IDENTIFIED AND CROSS-REFERENCED TO MANUFACTURERS' MAINTENANCE DOCUMENTATION AND LOCAL SOURCES OF 6. LEAVE WINDOW SILLS, TOP OF DOOR RAILS, DOOR AND BORROWED LITE FRAMES, WINDOW FRAMES, BASES, COLUMNS, 1. ORGANIZE LIST OF SPACES IN SEQUENTIAL ORDER. 1. ELECTRONIC FI_ES: USE ELECTRONIC FILES PREPARED BY MANUFACTURER WHERE AVAILABLE. WHERE SCANNING OF MAINTENANCE MATERIALS AND RELATED SERVICES. DUST FREE. 2. ORGANIZE ITEMS APPLYING TO EACH SPACE BY MAJOR ELEMENT, INCLUDING CATEGORIES FOR CEILING, INDIVIDUAL PAPER DOCUMENTS IS REQUIRED,CONFIGURE SCANNED FILE FOR MINIMUM READABLE FILE SIZE. G. MAINTENANCE SERVICE CONTRACTS: INCLUDE COPIES OF MAINTENANCE AGREEMENTS WITH NAME AND TELEPHONE (LENT: 7. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS, SIDELITES, BORROWED LITES AND WALLS, FLOORS, EQUIPMENT,AND BUILDING SYSTEMS. 2. FILE NAMES AND BOOKMARKS: ENABLE BOOKMARKING OF INDIVIDUAL DOCUMENTS BASED ON FILE NAMES. NAME NUMBER OF SERVICE AGENT. WINDOWS. REMOVE GLAZING COMPOUNDS AND OTHER NOTICEABLE, VISION OBSCURING MATERIALS. REPLACE 3. INCLUDE THE FOLLOWING INFORMATION AT THE TOP OF EACH PAGE: DOCUMENT FILETS TO CORRESPOND TO SYSTEM, SUBSYSTEM, AND EQUIPMENT NAMES USED IN MANUAL DIRECTORY H. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF CIRCUMSTANCES AND CONDITIONS AND TABLE OF CONTENTS, GROUP DOCUMENTS FOR EACH SYSTEM AND SUBSYSTEM INTO INDIVIDUAL COMPOSITE THAT WOULD AFFECT VALIDITY OF WARRANTIES OR BONDS. HIPPED OR BROKEN GLASS AND OTHER DAMAGED TRANSPARENT MATERIALS. POLISH MIRRORS AND GLASS, TAKING a. PROJECT NAME. BOOKMARKED =ICES, THEN CREATE COMPOSITE MANUAL, SO THAT RESULTING BOOKMARKS REFLECT THE SYSTEM, CARE NOT TO SCRATCH SURFACES. b. DATE. 1. INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS. A 'f" pw� 8. REMOVE LABELS THAT ARE NOT PERMANENT. c. NAME OF ARCHITECT. SUBSYSTEM, AVD EQUIPMENT NAMES IN A READILY NAVIGATED FILE TREE. CONFIGURE ELECTRONIC MANUAL TO V\IL V.,DISPLAY BOOKMARK PANEL ON OPENING FILE. 1.10 MANUAL PREPARATION a, DO NOT PAINT OVER"UL"AND SIMILAR LABELS, INCLUDING MECHANICAL AND ELECTRICAL NAMEPLATES. d. NAME OF CONTRACTOR. 9. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES AND SURFACES, REPLACE FINISHES e. PAGE NUMBER. 1.6 EMERGENCY MANUA-S A. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY; PREPARE A SEPARATE MANUAL THAT PROVIDES AN Engineering D.P.C./we engineer success CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH OF THE FOLLOWING:: ORGANIZED REFERENCE TO EMERGENCY,OPERATION,AND MAINTENANCE MANUALS, 116 West 32nd Street,12th Floor,New York,N.Y.10001 AND SURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF 4. SUBMIT ONE SET ELECTRONICALLY IN ADOBE PDF FORMAT. ARCHITECT WILL RETURN ANNOTATED FILE. P 212.643.9055 F 212.643.0503 www.mgedpe.net REPAIR OR RESTORATION. 1.8 SUBMITTAL OF PROJECT WARRANTIES 1. TYPE OF EMERGENCY. B. EMERGENCY MANUAL: ASSEMBLE A COMPLETE SET OF EMERGENCY INFORMATION INDICATING PROCEDURES FOR USE BY 10. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT, AND SIMILAR EQUIPMENT, REMOVE EXCESS 2. EMERGENCY INSTRUCTIONS, EMERGENCY PERSONNEL AND BY OWNER'S OPERATING PERSONNEL FOR TYPES OF EMERGENCIES INDICATED. WEP ENONEER: LUBRICATION, PAINT AND MORTAR DROPPINGS,AND OTHER FOREIGN SUBSTANCES. A. TIME OF SUBMITTAL: SUBMIT WRITTEN WARRANTIES ON REQUEST OF ARCHITECT FOR DESIGNATED PORTIONS OF THE 3. EMERGENCY PROCEDURES. C. PRODUCT MAINTENANCE MANUAL; ASSEMBLE A COMPLETE SET OF MAINTENANCE DATA INDICATING CARE AND 11. REPLACE PARTS SUBJECT TO UNUSUAL OPERATING CONDITIONS, WORK WHERE COMMENCEMENT OF WARRANTIES OTHER THAN DATE OF SUBSTANTIAL COMPLETION IS INDICATED, OR WHEN MAINTENANCE OF EACH PRODUCT,MATERIAL,AND FINISH INCORPORATED INTO THE WORK. 12. DELAY IN SUBMITTAL OF WARRANTIES MIGHT LIMIT OWNER'S RIGHTS UNDER WARRANTY. B. TYPE OF EMERGENCY: WHERE APPLICABLE FOR EACH TYPE OF EMERGENCY INDICATED BELOW, INCLUDE INSTRUCTIONS D OPERATION AND MAINTENANCE MANUALS: ASSEMBLE A COMPLETE AND PROCEDURES FOR EACH SYSTEM,SUBSYSTEM, PIECE OF EQUIPMENT,AND COMPONENT: CO T SET OF OPERATION AND MAINTENANCE DATA INDICATING CLEAN PLUMBING FIXTURES TO A SANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATER B. PARTIAL OCCUPANCY: SUBMIT PROPERLY EXECUTED WARRANTIES WITHIN 10 DAYS OF COMPLETION OF DESIGNATED OPERATION AND MAINTENANCE OF EACH SYSTEM,SUBSYSTEM,AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EXPOSURE. 1. FIRE. 13. LEAVE SANITARY RECEPTACLES EMPTY EXCEPT FOR A NEW LINER. PORTIONS OF THE WORK THAT ARE COMPLETED AND OCCUPIED OR USED BY OWNER DURING CONSTRUCTION PERIOD BY 1ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO ASSEMBLE AND PREPARE INFORMATION FOR EACH 14. LEAVE TOILET SEATS UP AFTER CLEANING,FREE OF SPOTS,STAINS, INCLUDING SEAT HINGES. SEPARATE AGREEMENT WITH CONTRACTOR. 2. FLOOD. SYSTEM,SUBSYSTEM,AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM.. C. ORGANIZE WARRANTY DOCUMENTS INTO AN ORDERLY SEQUENCE BASED ON THE TABLE OF CONTENTS OF PROJECT 3. GAS LEAK. 2. PREPARE A SEPARATE MANUAL FOR EACH SYSTEM AND SUBSYSTEM, IN THE FORM OF AN INSTRUCTIONAL MANUAL FOR 15, REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS. CLEAN EXPOSED SURFACES OF DIFFUSERS, MANUAL. 4. WATER LEAK. USE BY OWNER'S OPERATING PERSONNEL. REGISTERS,AND GRILLS. POWER FAILURE. 16. CLEAN LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS TO FUNCTION WITH FULL EFFICIENCY. REPLACE 1. WARRANTY ELECTRONIC FILE: SCAN WARRANTIES AND BONDS AND ASSEMBLE COMPLETE WARRANTY AND BOND 5. EMANUFACTURERS' DATA: WHERE MANUALS CONTAIN MANUFACTURERS' STANDARD PRINTED DATA, INCLUDE ONLY SHEETS BURNED-OUT BULBS, AND THOSE NOTICEABLY DIMMED BY HOURS OF USE, AND DEFECTIVE AND NOISY STARTERS IN SUBMITTAL PACKAGE INTO A SINGLE INDEXED ELECTRONIC PDF FILE WITH LINKS ENABLING NAVIGATION TO EACH ITEM. 6. WATER OUTAGE. PERTINENT TO PRODUCT OR COMPONENT INSTALLED. MARK EACH SHEET TO IDENTIFY EACH PRODUCT OR COMPONENT.FLUORESCENT AND MERCURY VAPOR FIXTURES TO COMPLY WITH REQUIREMENTS FOR NEW FIXTURES, PROVIDE BOOKMARKED TABLE OF CONTENTS AT BEGINNING OF DOCUMENT. 7. SYSTEM,SUBSYSTEM,OR EQUIPMENT FAILURE. INCORPORATED INTO THE WORK. IF DATA INCLUDE MORE THAN ONE ITEM IN A TABULAR FORMAT, IDENTIFY EACH ITEM 17. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. 1.9 MATERIALS 8. CHEMICAL RELEASE OR SPILL. USING APPROPRIATE REFERENCES FROM THE CONTRACT DOCUMENTS, IDENTIFY DATA APPLICABLE TO THE WORK AND A. CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY MANUFACTURER OR FABRICATOR OF THE C. EMERGENCY INSTRU;,TIONS: DESCRIBE AND EXPLAIN WARNINGS, TROUBLE INDICATIONS, ERROR MESSAGES, AND SIMILAR DELETE REFERENCES TO INFORMATION NOT APPLICABLE. SECTION 017700-CLOSEOUT PROCEDURES SURFACE TO BE CLEANED. DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY CODES AND SIGNAL. INCLUDE RESPONSIBILITIES OF OWNER'S OPERATING PERSONNEL FOR NOTIFICATION OF INSTALLER, 1. PREPARE SUPPLEMENTARY TEXT IF MANUFACTURERS' STANDARD PRINTED DATA ARE NOT AVAILABLE AND WHERE THE 1.1 SUMMARY OR THAT MIGHT DAMAGE FINISHED SURFACES. SUPPLIER,AND MANUFACTURER TO MAINTAIN WARRANTIES, INFORMATION IS NECESSARY FOR PROPER OPERATION AND MAINTENANCE OF EQUIPMENT OR SYSTEMS. A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT 1.10 FINAL CLEANING D. EMERGENCY PROCEDURES: INCLUDE THE FOLLOWING,AS APPLICABLE: F. DRAWINGS: PREPARE DRAWINGS SUPPLEMENTING MANUFACTURERS' PRINTED DATA TO ILLUSTRATE THE RELATIONSHIP OF 1. INSTRUCTIONS ON STOPPING. COMPONENT PARTS OF EQUIPMENT AND SYSTEMS AND TO ILLUSTRATE CONTROL SEQUENCE AND FLOW DIAGRAMS. LIMITED T0,THE FOLLOWING: A. CONSTRUCTION WASTE DISPOSAL: COMPLY WITH WASTE DISPOSAL REQUIREMENTS IN SECTION 017419. COORDINATE THESE DRAWINGS WITH INFORMATION CONTAINED IN RECORD DRAWINGS TO ENSURE CORRECT ILLUSTRATION B. FINAL CLEANING: COMPLY WITH FINAL CLEANING REQUIREMENTS IN SECTION 017423 2. SHUTDOWN INSTRUCTIONS FOR EACH TYPE OF EMERGENCY. OF COMPLETED INSTALLATION. 1. SUBSTANTIAL COMPLETION PROCEDURES 3. OPERATING INSTRUCTIONS FOR CONDITIONS OUTSIDE NORMAL OPERATING LIMITS. 2. FINAL COMPLETION!PROCEDURES. 1.11 REPAIR OF THE WORK 4. REQUIRED SEQUENCES FOR ELECTRIC OR ELECTRONIC SYSTEMS. 1. DO NOT USE ORIGINAL PROJECT RECORD DOCUMENTS AS PART OF OPERATION AND MAINTENANCE MANUALS. 3. WARRANTIES. A. COMPLETE REPAIR AND RESTORATION OPERATIONS BEFORE REQUESTING INSPECTION FOR DETERMINATION OF 5. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES. 4. REPAIR OF THE WORK, SUBSTANTIAL COMPLETION. 1.7 OPERATION MANUALS SECTION 017839-PROJECT RECORD DOCUMENTS 1.2 ACTION SUBMITTALS B. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION. REPAIRING INCLUDES REPLACING DEFECTIVE PARTS, 1.1 SUMMARY A. CONTRACTOR'S LIST OF INCOMPLETE ITEMS: INITIAL SUBMITTAL AT SUBSTANTIAL COMPLETION. REFINISHING DAMAGED SURFACES, TOUCHING UP WITH MATCHING MATERIALS, AND PROPERLY ADJUSTING OPERATING A. CONTENT: IN ADDITION N REQUIREMENTS IN THIS SECTION, INCLUDE OPERATION DATA REQUIRED IN INDIVIDUAL A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR PROJECT RECORD DOCUMENTS INCLUDING EQUIPMENT. WHERE DAMAGED OR WORN ITEMS CANNOT BE REPAIRED OR RESTORED, PROVIDE REPLACEMENTS. REMOVE SPECIFICATION SECTONS AND THE FOLLOWING INFORMATION: B. CERTIFIED LIST OF INCOMPLETE ITEMS: FINAL SUBMITTAL AT FINAL COMPLETION. AND REPLACE OPERATING COMPONENTS THAT CANNOT BE REPAIRED. RESTORE DAMAGED CONSTRUCTION AND 1. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS. USE DESIGNATIONS FOR SYSTEMS AND EQUIPMENT INDICATED THE FOLLOWING: 1.3 CLOSEOUT SUBMITTALS PERMANENT FACILITIES USED DURING CONSTRUCTION TO SPECIFIED CONDITION, ON CONTRACT DOCUMENTS. 1. RECORD DRAWINGS. A. CERTIFICATES OF RELEASE: FROM AUTHORITIES HAVING JURISDICTION, 1. REMOVE AND REPLACE CHIPPED, SCRATCHED, AND BROKEN GLASS, REFLECTIVE SURFACES, AND OTHER DAMAGED 2. PERFORMANCE AND DESIGN CRITERIA IF CONTRACTOR HAS DELEGATED DESIGN RESPONSIBILITY, 2. RECORD SPECIFICATIONS. B. CERTIFICATE OF INSURANCE: FOR CONTINUING COVERAGE. TRANSPARENT MATERIALS. 3. OPERATING STANDARDS. 3. RECORD PRODUCT DATA. 2. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED OR EXPOSED FINISHES AND SURFACES. REPLACE FINISHES 4. OPERATING PROCEDURES. 1.2 RECORD DRAWINGS C. FIELD REPORT: FOR PEST CONTROL INSPECTION. 1.4 MAINTENANCE MATERIAL.SUBMITTALS AND SURFACES THAT THAT ALREADY SHOW EVIDENCE OF REPAIR OR RESTORATION. 5. OPERATING LOOS. A. RECORD PRINTS: MAINTAIN ONE SET OF MARKED-UP PAPER COPIES OF THE CONTRACT DRAWINGS AND SHOP DRAWINGS, a. DO NOT PAINT OVER "UL" AND OTHER REQUIRED LABELS AND IDENTIFICATION, INCLUDING MECHANICAL AND 6. WIRING DIAGRAMS. INCORPORATING NEW AND REVISED DRAWINGS AS MODIFICATIONS ARE ISSUED.SET AVAILABLE AT PROJECT SITE. A. SCHEDULE OF MAINTENANCE MATERIAL ITEMS; FOR MAINTENANCE MATERIAL SUBMITTAL ITEMS SPECIFIED IN OTHER ELECTRICAL NAMEPLATES. REMOVE PAINT APPLIED TO REQUIRED LABELS AND IDENTIFICATION. 7. CONTROL DIAGRAMS, 1. PREPARATION; MARK RECORD PRINTS TO SHOW THE ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SECTIONS. 3. REPLACE PARTS SUBJECT TO OPERATING CONDITIONS DURING CONSTRUCTION THAT MAY IMPEDE OPERATION OR 8. PIPED SYSTEM DIAGRAMS, SHOWN ORIGINALLY, REQUIRE INDIVIDUAL OR ENTITY WHO OBTAINED RECORD DATA,WHETHER INDIVIDUAL OR ENTITY .5 SUBSTANTIAL COMPLETION PROCEDURES REDUCE LONGEVITY. 9. PRECAUTIONS AGAINST IMPROPER USE. IS INSTALLER, SUBCONTRACTOR, OR SIMILAR ENTITY, TO PROVIDE INFORMATION FOR PREPARATION OF CORRESPONDING MARKED-UP RECORD PRINTS. A. SUBSTANTIAL COMPLETION: THREE(3)WEEKS PRIOR TO BANK OPENING. 4. REPLACE BURNED-OUT BULBS, BULBS NOTICEABLY DIMMED BY HOURS OF USE, AND DEFECTIVE AND NOISY STARTERS 10. LICENSE REQUIREMENTS INCLUDING INSPECTION AND RENEWAL DATES. B. CONTRACTOR'S LIST OF INCOMPLETE ITEMS: PREPARE AND SUBMIT A LIST OF ITEMS TO BE COMPLETED AND CORRECTED IN FLUORESCENT AND MERCURY VAPOR FIXTURES TO COMPLY WITH REQUIREMENTS FOR NEW FIXTURES. a. GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO B. DESCRIPTIONS: INCLUDE THE FOLLOWING: (CONTRACTOR'S PUNCH LIST), INDICATING THE VALUE OF EACH ITEM ON THE LIST AND REASONS WHY THE WORK IS IDENTIFY OR MEASURE AND RECORD LATER. INCOMPLETE. SECTION 017823.OPERATION AND MAINTENANCE DATA 1. PRODUCT NAMEAND MODEL NUMBER. USE DESIGNATIONS FOR PRODUCTS INDICATED ON CONTRACT DOCUMENTS, b. RECORD DATA AS SOON AS POSSIBLE AFTER OBTAINING IT. C. SUBMITTALS PRIOR TO SUBSTANTIAL COMPLETION: COMPLETE THE FOLLOWING A MINIMUM OF 10 DAYS PRIOR TO 1.1 SUMMARY 2. MANUFACTUREF.'S NAME. c. RECORD AND CHECK THE MARKUP BEFORE ENCLOSING CONCEALED INSTALLATIONS. 3. EQUIPMENT IDENTIFICATION WITH SERIAL NUMBER OF EACH COMPONENT. d. MAINTAIN SET CURRENT WITH REVISIONS AND DEVIATIONS. REQUESTING INSPECTION FOR DETERMINING DATE OF SUBSTANTIAL COMPLETION, LIST ITEMS BELOW THAT ARE A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR PREPARING OPERATION AND MAINTENANCE 4. EQUIPMENT FUNCTION. INCOMPLETE AT TIME OF REQUEST, MANUALS, INCLUDING THE FOLLOWING; 2. MARK THE CONTRACT DRAWINGS AND SHOP DRAWINGS COMPLETELY AND ACCURATELY. USE PERSONNEL PROFICIENT 1. BUILDING READY FOR CAPITAL ONE PERSONNEL TO INSTALL VINYL WALL GRAPHICS, FURNITURE, PHONES, COMPUTER 1. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY. 5. OPERATING CHARACTERISTICS. AT RECORDING GRAPHIC INFORMATION IN PRODUCTION OF MARKED-UP RECORD MANAGEMENT SYSTEMS,AND SECURITY S"STEMS. 2. EMERGENCY MANUALS. 6. LIMITING CONDITIONS. 3. BETWEEN CHANGES FOR DIFFERENT CATEGORIES OF THE WORK AT SAME LOCATION. 2. SIGNAGE CIRCUITS AND BLOCKING INSTALLED. 3. OPERATION MANUALS FOR SYSTEMS,SUBSYSTEMS,AND EQUIPMENT, 7. PERFORMANCE CURVES. 4. NOTE CONSTRUCTION CHANGE DIRECTIVE NUMBERS, ALTERNATE NUMBERS, CHANGE ORDER NUMBERS, AND SIMILAR 3. CABLE TRAY IN CEILINGS AND CONDUIT AND BOXES FOR LAN,SECURITY,AND SECURITY CO-AX CABLE. 4. PRODUCT MAINTENANCE MANUALS. 8. ENGINEERING DATA AND TESTS, IDENTIFICATION,WHERE APPLICABLE. 4. 50 PAIR TELEPHONE CABLES INSTALLED TO TELEPHONE BOARD AND THREE DEDICATED PHONE LINES FOR SECURITY 5. SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS. 9. COMPLETE NOMENCLATURE AND NUMBER OF REPLACEMENT PARTS. B. FORMAT; IDENTIFY AND DATE EACH RECORD DRAWING; INCLUDE THE DESIGNATION "PROJECT RECORD DRAWING" IN A PROMINENT LOCATION.OPERATING PROCEDURES:ROCEDURES: INCLUDE THE FOLLOWING,AS APPLICABLE: D MONITORING. 1.2 DEFINITIONS C 5. CERTIFICATES OF RELEASE: OBTAIN AND SUBMIT RELEASES FROM AUTHORITIES HAVING JURISDICTION PERMITTING 1. STARTUP PROCEDURES. 1. TRANSFER ANNOTATIONS FROM PROJECT SITE RECORD DRAWING SET TO CLEAN SET OF PRINTS. OWNER UNRESTRICTED USE OF THE WOR<AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, A. SYSTEM: AN ORGANIZED COLLECTION OF PARTS, EQUIPMENT,OR SUBSYSTEMS UNITED BY REGULAR INTERACTION. 2. EQUIPMENT OR SYSTEM BREAK-IN PROCEDURES. 2. RECORD PRINTS: ORGANIZE RECORD PRINTS AND NEWLY PREPARED RECORD DRAWINGS INTO MANAGEABLE SETS. OPERATING CERTIFICATES,AND SIMILAR RELEASES. B. SUBSYSTEM: A PORTION OF A SYSTEM WITH CHARACTERISTICS SIMILAR TO A SYSTEM. 3. ROUTINE AND NORMAL OPERATING INSTRUCTIONS. BIND EACH SET WITH DURABLE PAPER COVER SHEETS, INCLUDE IDENTIFICATION ON COVER SHEETS. 6. SUBMIT CLOSEOUT SUBMITTALS SPECIFIED IN OTHER DIVISION 01 SECTIONS, INCLUDING PROJECT RECORD 1.3 CLOSEOUT SUBMITTALS 4. REGULATION AND CONTROL PROCEDURES. 3. SIGN EACH DRAWING SHEET. DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, FINAL COMPLETION CONSTRUCTION PHOTOGRAPHIC A. MANUAL CONTENT: OPERATIONS AND MAINTENANCE MANUAL CONTENT IS SPECIFIED IN INDIVIDUAL SPECIFICATION 5. INSTRUCTIONS ON STOPPING. a. PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTOR'S SHALL SIGN AND PROVIDE THEIR LICENSE NUMBER ON DOCUMENTATION, DAMAGE OR SETTLEMENT SURVEYS, PROPERTY SURVEYS, AND SIMILAR FINAL RECORD EACH SHEET PER DISCIPLINE. SECTIONS TO BE REVIEWED AT THE TIME OF SECTION SUBMITTALS. SUBMIT REVIEWED MANUAL CONTENT FORMATTED AND 6, NORMAL SHUTDOWN INSTRUCTIONS. INFORMATION. ORGANIZED AS REQUIRED BY THIS SECTION. 7. SEASONAL AND WEEKEND OPERATING INSTRUCTIONS. C. NUMBER OF COPIES: SUBMIT ONE SET ELECTRONICALLY IN ADOBE PDF FORMAT. 7. SUBMIT CLOSEOUT SUBMITTALS SPECIFIED IN INDIVIDUAL SECTIONS, INCLUDING SPECIFIC WARRANTIES, 1. ARCHITECT WILL COMMENT ON WHETHER CONTENT OF OPERATIONS AND MAINTENANCE SUBMITTALS ARE 8. REQUIRED SEOLENCES FOR ELECTRIC OR ELECTRONIC SYSTEMS. 1.3 RECORD SPECIFICATIONS WORKMANSHIP BONDS,MAINTENANCE SERVICE AGREEMENTS, FINAL CERTIFICATIONS,AND SIMILAR DOCUMENTS. ACCEPTABLE. 8. SUBMIT MAINTENANCE MATERIAL SUBMITTALS SPECIFIED IN INDIVIDUAL SECTIONS, INCLUDING TOOLS, SPARE PARTS, 9. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES. A. PREPARATION: MARK SPECIFICATIONS TO INDICATE THE ACTUAL PRODUCT INSTALLATION WHERE INSTALLATION VARIES EXTRA MATERIALS, AND SIMILAR ITEMS, AND DELIVER TO LOCATION DESIGNATED BY ARCHITECT. LABEL WITH 2. WHERE APPLICABLE, CLARIFY AND UPDATE REVIEWED MANUAL CONTENT TO CORRESPOND TO REVISIONS AND FIELD D. SYSTEMS AND EQUIPMENT CONTROLS: DESCRIBE THE SEQUENCE OF OPERATION,AND DIAGRAM CONTROLS AS INSTALLED. FROM THAT INDICATED IN SPECIFICATIONS,ADDENDA,AND CONTRACT MODIFICATIONS. MANUFACTURER'S NAME AND MODEL NUMBER WHERE APPLICABLE. CONDITIONS. 1. GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED PRODUCTS AND INSTALLATIONS THAT CANNOT BE 1 ISSUED FOR PERMIT AND BID 02/01/17 NF B. SUBMIT OPERATIONS AND MAINTENANCE MANUALS IN THE FOLLOWING FORMAT: E. PIPED SYSTEMS; DIAGRAM PIPING AS INSTALLED,AND IDENTIFY COLOR-CODING WHERE REQUIRED FOR IDENTIFICATION. READILY IDENTIFIED AND RECORDED LATER. a. SCHEDULE OF MAINTENANCE MATERIAL ITEMS: PREPARE AND SUBMIT SCHEDULE OF MAINTENANCE MATERIAL 1. SUBMIT ONE SET ELECTRONICALLY IN ADOBE PDF FORMAT. ASSEMBLE EACH MANUAL INTO A COMPOSITE 1.8 PRODUCT MAINTENANCE MANUALS NO. REVISION DATE BY SUBMITTAL ITEMS, INCLUDING NAME AND QUANTITY OF EACH ITEM AND NAME AND NUMBER OF RELATED 2. MARK COPY WITH THE PROPRIETARY NAME AND MODEL NUMBER OF PRODUCTS, MATERIALS, AND EQUIPMENT SPECIFICATION SECTION. OBTAIN ARCHITECT'S SIGNATURE FOR RECEIPT OF SUBMITTALS. ELECTRONICALLY INDEXED FILE, SUBMIT ON DIGITAL MEDIA ACCEPTABLE TO ARCHITECT. A. CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH PRODUCT, MATERIAL, AND FINISH. INCLUDE SOURCE FURNISHED,INCLUDING SUBSTITUTIONS AND PRODUCT OPTIONS SELECTED, 9. SUBMIT TEST/ADJUST/BALANCE RECORDS. a. NAME EACH INDEXED DOCUMENT FILE IN COMPOSITE ELECTRONIC INDEX WITH APPLICABLE ITEM NAME, INCLUDE INFORMATION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES, REPAIR MATERIALS AND SOURCES, AND WARRANTIES 3. RECORD THE NAME OF MANUFACTURER, SUPPLIER, INSTALLER, AND OTHER INFORMATION NECESSARY TO PROVIDE A A COMPLETE ELECTRONICALLY LINKED OPERATION AND MAINTENANCE DIRECTORY. AND BONDS,AS DESCRIBED BELOW. RECORD OF SELECTIONS MADE. 10. SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE,OPERATION,AND MAINTENANCE. C. INITIAL MANUAL SUBMITTAL; SUBMIT DRAFT COPY b. ENABLE INSERTED REVIEWER COMMENTS ON DRAFT SUBMITTALS.EACH MANUAL B. SOURCE INFORMATION: LIST EACH PRODUCT INCLUDED IN MANUAL, IDENTIFIED BY PRODUCT NAME AND ARRANGED TO 4. NOTE RELATED CHANGE ORDERS, RECORD PRODUCT DATA,AND RECORD DRAWINGS WHERE APPLICABLE, F____ \rc h i'tectu im(vww- 11. SUBMIT FINAL METER READINGS FOR UTILITIES, MATCH MANUAL'S TPBLE OF CONTENTS. FOR EACH PRODUCT, LIST NAME, ADDRESS, AND TELEPHONE NUMBER OF D. PROCEDURES PRIOR TO SUBSTANTIAL COMPLETION: COMPLETE THE FOLLOWING A MINIMUM OF 10 DAYS PRIOR TO LEAST 20 DAYS BEFORE COMMENCING ALB. FORMAT: SUBMIT ELECTRONICALLY IN ADOBE PDF FORMAT,INCLUDING ADDENDA AND CONTRACT MODIFICATIONS, REQUESTING INSPECTION FOR DETERMINING DATE OF SUBSTANTIAL COMPLETION. LIST ITEMS BELOW THAT ARE DEMONSTRATION AND TRAINING. ARCHITECT WILL COMMENT ON WHETHER GENERAL SCOPE AND CONTENT OF MANUAL ARE INSTALLER OR SUPPLIER AND MAINTENANCE SERVICE AGENT, AND CROSS-REFERENCE SPECIFICATION SECTION NUMBER 1.4 RECORD PRODUCT DATA INCOMPLETE AT TIME OF REQUEST. ACCEPTABLE. AND TITLE IN PROJEC-MANUAL AND DRAWING OR SCHEDULE DESIGNATION OR IDENTIFIER WHERE APPLICABLE. A. PREPARATION: MARK PRODUCT DATA TO INDICATE THE ACTUAL PRODUCT INSTALLATION WHERE INSTALLATION VARIES PRODUCT INFORMATION: INCLUDE THE FOLLOWING,AS APPLICABLE: 1. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. D. FINAL MANUAL SUBMITTAL: SUBMIT EACH MANUAL IN FINAL FORM PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL C. SUBSTANTIALLY FROM THAT INDICATED IN PRODUCT DATA SUBMITTAL. TPG ARCHITECTURE LLP COMPLETION AND AT LEAST 15 DAYS BEFORE COMMENCING DEMONSTRATION AND TRAINING. ARCHITECT WILL RETURN 1. PRODUCT NAME AND MODEL NUMBER, S GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED PRODUCTS AND INSTALLATIONS THAT CANNOT BE 2. MAKE FINAL CHANGEOVER PR PERMANENT LOCKS AND DELIVER KEYS TO OWNER. ADVISE OWNER'S PERSONNEL OF COPY WITH COMMENTS. 2. MANUFACTURER'S NAME. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 CHANGEOVER IN SECURITY PROVISIONS. CORRECT OR REVISE EACH MANUAL TO COMPLY WITH ARCHITECT'S COMMENTS. SUBMIT COPIES OF EACH CORRECTED 3, COLOR,PATTERN,AND TEXTURE. READILY IDENTIFIED AND RECORDED LATER. 631.547.7300 1 TPGARCHITECTURE.COM . 2. INCLUDE SIGNIFICANT CHANGES IN THE PRODUCT DELIVERED TO PROJECT SITE AND CHANGES IN MANUFACTURER'S 4. PERFORM PREVENTIVE MAINTENANCE ON E . TRAINING. 3. COMPLETE STARTUP'AND TESTING OF SYSTMANUAL WITHIN 15 DAYS OF RECEIPT OF ARCHITECTS EMS AND EQUIPMENT. 1COMMENTS AND PRIOR TO COMMENCING DEMONSTRATION AND 4. MATERIAL AND C-IEMICAL COMPOSITION. WRITTEN INSTRUCTIONS FOR INSTALLATION. QUIPMENT USED PRIOR TO SUBSTANTIAL COMPLETIONB.5. REORDERING INFORMATION FOR SPECIALLY MANUFACTURED PRODUCTS. 5. ADVISE OWNER OF CHANGEOVER IN HEAT AND OTHER UTILITIES. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 3. NOTE RELATED CHANGE ORDERS, RECORD SPECIFICATIONS,AND RECORD DRAWINGS WHERE APPLICABLE. N ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 1.4 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY D. MAINTENANCE PROCEDURES: INCLUDE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND THE FOLLOWING: BFORMAT: SUBMIT FORMAT. 6. PARTICIPATE WITH OWNER IN CONDUCTING INSPECTION AND WALKTHROUGH WITH LOCAL EMERGENCY RESPONDERS. UBMIT ELECTRONICALLY IN ADOBE PPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE A, DIRECTORY: PREPARE A SINGLE, COMPREHENSIVE DIRECTORY OF EMERGENCY, OPERATION, AND MAINTENANCE DATA AND 1. INSPECTION PROCEDURES. 1.5 RECORDING AND MAINTENANCE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 7. TERMINATE AND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE, ALONG WITH MOCKUPS, CONSTRUCTION MATERIALS, LISTING ITEMS AND THEIR LOCATION TO FACILITATE READY ACCESS TO DESIRED INFORMATION. INCLUDE A 2. TYPES OF CLEANING AGENTS TO BE USED AND METHODS OF CLEANING. TOOLS,AND SIMILAR ELEMENTS. SECTION IN THE DIRECTORY FOR EACH OF THE FOLLOWING: A. RECORDING: MAINTAIN ONE COPY OF EACH SUBMITTAL DURING THE CONSTRUCTION PERIOD FOR PROJECT RECORD COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 8. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCHUP PAINTING. 3. LIST OF CLEANIN9 AGENTS AND METHODS OF CLEANING DETRIMENTAL TO PRODUCT. DOCUMENT PURPOSES. POST CHANGES AND REVISIONS TO PROJECT RECORD DOCUMENTS AS THEY OCCUR; DO NOT WAIT OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 1. LIST OF DOCUMENTS. 4. SCHEDULE FOR ROUTINE CLEANING AND MAINTENANCE. UNTIL END OF PROJECT, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 9. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL DEFECTS. 2. LIST OF SYSTEMS. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 10. PROVIDE TEST AND BALANCE REPORTS. 5. REPAIR INSTRUCTIONS, B. MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES; STORE RECORD DOCUMENTS AND SAMPLES IN THE FIELD OFFICE 3. LIST E EQUIPMENT. E. REPAIR MATERIALS AND SOURCES: INCLUDE LISTS OF MATERIALS AND LOCAL SOURCES OF MATERIALS AND RELATED APART FROM THE CONTRACT DOCUMENTS USED FOR CONSTRUCTION, DO NOT USE PROJECT RECORD DOCUMENTS FOR E. INSPECTION: SUBMIT A WRITTEN REQUEST FOR INSPECTION TO DETERMINE SUBSTANTIAL COMPLETION A MINIMUM OF 15 4, TABLE OF CONTENTS. PROJECT WORKING DAYS PRIOR TO DATE THE WORK WILL BE COMPLETED AND READY FOR FINAL INSPECTION AND TESTS, ON B. LIST OF SYSTEMS AND SUBSYSTEMS: LIST SYSTEMS ALPHABETICALLY. INCLUDE REFERENCES TO OPERATION AND SERVICES. CONSTRUCTION PURPOSES. MAINTAIN RECORD DOCUMENTS IN GOOD ORDER AND IN A CLEAN, DRY, LEGIBLE CONDITION, RECEIPT OF REQUEST, ARCHITECT WILL EITHER PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED F. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF CIRCUMSTANCES AND CONDITIONS PROTECTED FROM DETERIORATION AND LOSS. PROVIDE ACCESS TO PROJECT RECORD DOCUMENTS FOR ARCHITECT'S AND REQUIREMENTS. ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER INSPECTION OR WILL MAINTENANCE MANUALS THAT CONTAIN INFORMATION ABOUT EACH SYSTEM. THAT WOULD AFFECT'JALIDITY OF WARRANTIES OR BONDS, OWNER'S REFERENCE DURING NORMAL WORKING HOURS. CAPITAL ONE NOTIFY CONTRACTOR OF ITEMS, EITHER ON CONTRACTOR'S LIST OR ADDITIONAL ITEMS IDENTIFIED BY ARCHITECT, THAT C. LIST OF EQUIPMENT: LIST EQUIPMENT FOR EACH SYSTEM, ORGANIZED ALPHABETICALLY BY SYSTEM. FOR PIECES OF 1. INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS. MATTITUCK NY 2 MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED, EQUIPMENT NOT PART OF SYSTEM,LIST ALPHABETICALLY IN SEPARATE LIST. 1.9 SYSTEMS AND EQUIPNENT MAINTENANCE MANUALS END OF DIVISION 01 ° 1. REINSPECTION: REQUEST REINSPECTION 'iVHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS D. TABLES OF CONTENTS: INCLUDE A TABLE OF CONTENTS FOR EACH EMERGENCY,OPERATION,AND MAINTENANCE MANUAL. q CONTENT; FOR EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM, INCLUDE SOURCE 11700 MAIN ROAD v COMPLETED OR CORRECTED. E. IDENTIFICATION: IN THE DOCUMENTATION DIRECTORY AND IN EACH OPERATION AND MAINTENANCE MANUAL, IDENTIFY EACH N INFORMATION, MANUFACTURERS' MAINTENANCE DOCUMENTATION, MAINTENANCE PROCEDURES, MAINTENANCE AND MATTITUCK NY 11952 2. RESULTS OF COMPLETED INSPECTION WILLFORM THE BASIS OF REQUIREMENTS FOR FINAL COMPLETION. SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT WITH SAME DESIGNATION USED IN THE CONTRACT DOCUMENTS. IF NO SERVICE SCHEDULES,SPARE PARTS LIST AND SOURCE INFORMATION, MAINTENANCE SERVICE CONTRACTS,AND WARRANTY 0 1.6 FINAL COMPLETION PROCEDURES DESIGNATION EXISTS, ASSIGN A DESIGNATION ACCORDING TO ASHRAE GUIDELINE 4, "PREPARATION OF OPERATING AND AND BOND INFORMATION,AS DESCRIBED BELOW. A. SUBMITTALS PRIOR TO FINAL COMPLETION: BEFORE REQUESTING FINAL INSPECTION FOR DETERMINING FINAL COMPLETION, MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS." DRAWING jRTB. SOURCE INFORMATION: LIST EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT INCLUDED IN MANUAL, IDENTIFIED BY ' COMPLETE THE FOLLOWING: 1.5 REQUIREMENTS FOR EMERGENCY,OPERATION,AND MAINTENANCE MANUALSUL 1. SUBMIT FINAL APPi-ICATION PRODUCT NAME AND 4RRANGED TO MATCH MANUAL'S TABLE OF CONTENTS. FOR EACH PRODUCT, LIST NAME, ADDRESS, PROJECT SPECIFICATIONS _ICATION FOR PAYMEN-ACCORDING TO SECTION 012900. A. ORGANIZATION: UNLESS OTHERWISE INDICATED, ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND TELEPHONE NUMBER OF INSTALLER OR SUPPLIER AND MAINTENANCE SERVICE AGENT, AND CROSS-REFERENCE o Q 2. CERTIFIED LIST OF INCOMPLETE ITEMS: SUBMIT CERTIFIED COPY OF ARCHITECT'S SUBSTANTIAL COMPLETION AND SUBSYSTEM, AND A SEPARATE SECTION FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EACH MANUAL SPECIFICATION SECTION NUMBER AND TITLE IN PROJECT MANUAL AND DRAWING OR SCHEDULE DESIGNATION OR IDENTIFIER E: 77 77 INSPECTION LIST OF ITEMS TO BE COMPLETED OR CORRECTED- c0 (PUNCH LIST), ENDORSED AND DATED BY ARCHITECT. SHALL CONTAIN THE FOLLOWING MATERIALS, IN THE ORDER LISTED: WHERE APPLICABLE. ('? CERTIFIED COPY OF THE LIST SHALL STATE THAT EACH ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR 1. TITLE PAGE. C. MANUFACTURERS' MAINTENANCE DOCUMENTATION: MANUFACTURERS' MAINTENANCE DOCUMENTATION INCLUDING THE N ACCEPTANCE. AINFOLLOWING INFORMATION FOR EACH COMPONENT PART OR PIECE OF EQUIPMENT: � � 2. TABLE OF CONTENTS. cd 0 3. CERTIFICATE OF INSURANCE: SUBMIT EVIDENCE OF FINAL, CONTINUING INSURANCE COVERAGE COMPLYING WITH 3. MANUAL CONTENTS, 1. STANDARD MAINTENANCE INSTRUCTIONS AND BULLETINS. C) N INSURANCE REQUIREMENTS. cb N 4. SUBMIT PEST-CONTROL FINAL INSPECTION REPORT. B. TITLE PAGE: INCLUDE THE FOLLOWING INFORMATION: 2. DRAWINGS, DIAGRAMS, AND INSTRUCTIONS REQUIRED FOR MAINTENANCE, INCLUDING DISASSEMBLY AND COMPONENT SEAL DATE 10/03/2016 0 °' 1. SUBJECT MATTER INCLUDED IN MANUAL, REMOVAL, REPLACEMENT,AND ASSEMBLY. PROJECT NO. � o B. INSPECTION: SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION TO DETERMINE ACCEPTANCE A MINIMUM OF 10 DAYS 2. NAME AND ADDRESS OF PROJECT. 3. IDENTIFICATION AND NOMENCLATURE OF PARTS AND COMPONENTS. QED q/� 3516014-00 F- PRIOR TO DATE THE WORK WILL BE COMPLETED AND READY FOR FINAL INSPECTION AND TESTS. ON RECEIPT OF REQUEST, 4. LIST OF ITEMS RECOMMENDED TO BE STOCKED AS SPARE PARTS. 3. NAME AND ADDRESS OF OWNER. �,��ONITHE4, ARCHITECT WILL EITHER PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS. � �c, sSCALE � ��_ � �� S ARCHITECT WILL PREPARE A FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL NOTIFY CONTRACTOR OF 4. DATE OF SUBMITTAL. D. MAINTENANCE PROCEDURES: INCLUDE THE FOLLOWING INFORMATION AND ITEMS THAT DETAIL ESSENTIAL MAINTENANCE C? �� T9� 16\ 1 -0 -1 -0 5. NAME AND CONTACT INFORMATION FOR CONTRACTOR. PROCEDURES: ¢� `� C, DWG NO. = Y CONSTRUCTION THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. 1. TEST AND INSPECTION INSTRUCTIONS. ir- =' 1. REINSPECTION: REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS 6. NAME AND CONTACT INFORMATION FOR ARCHITECT. ZE� o COMPLETED OR CORRECTED. 7. NAMES AND CONTACT INFORMATION FOR MAJOR CONSULTANTS TO THE ARCHITECT THAT DESIGNED THE SYSTEMS 2. TROUBLESHOOTING GUIDE. r o Z C. PROVIDE AN ALTA/ASCM PROJECT RECORD LAND SURVEY OF THE PROPERTY PREPARED BY A LICENSED SURVEYOR CONTAINED IN THE MANUALS. 3. PRECAUTIONS AGAINST IMPROPER MAINTENANCE. �� o� a2� y0� n d- >, INCLUDING THE FOLLOWING: 8. CROSS-REFERENCE TO RELATED SYSTEMS IN OTHER OPERATION AND MAINTENANCE MANUALS. 4. DISASSEMBLY;COMPONENT REMOVAL, REPAIR,AND REPLACEMENT;AND REASSEMBLY INSTRUCTIONS. fi $ G 0 O 8 . O -o 1. LOCATION OF PROPERTY IMPROVEMENTS. C. TABLE OF CONTENTS; LIST EACH PRODUCT INCLUDED IN MANUAL, IDENTIFIED BY PRODUCT NAME, INDEXED TO THE 5. ALIGNING,ADJUSTING,AND CHECKING INSTRUCTIONS. CF N �,J M m 2. LOCATION OF SITE CONSTRUCTION IMPROVEMENTS INCLUDING BUT NOT LIMITED LIGHT POLES,SIGNS,AND CURBS. _T CONTENT OF THE VOLUME,AND CROSS-REFERENCED TO SPECIFICATION SECTION NUMBER IN PROJECT MANUAL. 6. DEMONSTRATION AND TRAINING VIDEO RECORDING, IF AVAILABLE. CAD FILE NO. U) C7 J - LA I MATTITUCK-G-008.DWG DIVISION 02 -EXISTING CONDITIONS DETAILS REQUIRED TO MAKE EXACT REPRODUCTION. 1. NON-STRUCTURAL FRAMING(2"TO 4"THICK,2"TO 6"WIDE): "CONSTRUCTION-LIGHT FRAMING,""STUD,"OR BETTER, SECTION 024119•SELECTIVE DEMOLITION 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS DIVISION 03•CONCRETE 2. BLOCKING AND NAILERS: "UTILITY-LIGHT FRAMING,"OR BETTER, PART 1 -GENERAL A. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM SECTION 035416•HYDRAULIC CEMENT UNDERLAYMENT 1.1 RELATED DOCUMENTS AGAINST DAMAGE. 1.7 PANEL MATERIALS 1. COMPLY WITH REQUIREMENTS FOR EXISTING SERVICES/SYSTEMS INTERRUPTIONS SPECIFIED IN SECTION 01100 1.1 SUMMARY A. TERMINAL BACKBOARDS: APA"BC SANDED"GRADE;FIRE-RETARDANT TREATED,3/4 INCH THICKNESS. O �UC�1� A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND "SUMMARY." A. SECTION INCLUDES: B. HIGH DENSITY OVERLAY(HDO)PLYFORM PLYWOOD,THICKNESS AS INDICATED. a U�-`�� o o �� DIVISION 01 SPECIFICATION SECTIONS,APPLY TO THIS SECTION, 1.2 SUMMARY B. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL 1. UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW CAST-IN-PLACE CONCRETE SLABS TO MEET SPECIFIED 1. FACES: HARD, SEMI-OPAQUE SURFACE OF THERMOSETTING PHENOLIC RESIN-IMPREGNATED MATERIAL THAT FORMS A A. SECTION INCLUDES: OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY TOLERANCES. CONTINUOUS BOND WITH THE PLYWOOD; BOTH FACES. DEMOLISHED. 2. RAMPS AND TAFERS AS NECESSARY TO CORRECT LEVELS BETWEEN DISSIMILAR FINISHES. 2. MANUFACTURERS: 1, DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE. 1. OWNER AND OR BUILDING MANAGER WILL ARRANGE TO SHUT OFF INDICATED SERVICES/SYSTEMS WHEN REQUESTED 2. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS. BY CONTRACTOR. g DRAWINGS, THE PROVISIONS OF THE AGREEMENT, THE GENERAL CONDITIONS, AND DIVISION 01 SPECIFICATION SECTIONS a. EAGLE PLYWOOD SPECIALTIES. CLIENT: 3. SALVAGE OF EXISTING ITEMS TO BE REUSED OR RECYCLED. 2. ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. APPLY TO ALL WORK OF THIS SECTION, b. OLYMPIC PANEL PRODUCTS LLC. ' B. RELATED REQUIREMENTS: 3. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY C. SUBSTITUTIONS: PROPOSALS FOR ALTERNATE PRODUCTS AND METHODS FOR APPLICATIONS INDICATED MAY BE c. PLUM CREEK. Avi yj�,.. SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF CONSIDERED BYTHEARCHITECT,SUBJECT TO REQUIREMENTS OF SECTION 012513,SYSTEM PERFORMANCE REQUIREMENTS, d. SWANSON GROUP MFG. LLC. SECTION 01 10 00":iUMMARY" FOR RESTRICTIONS ON THE USE OF THE PREMISES,OWNER-OCCUPANCY REQUIREMENTS, SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING. AND APPLICABLE REQUIREMENTS OF THIS SECTION. It At �� AND PHASING REQUIREMENTS. e. SAVONA SPECIALTY PLYWOOD COMPANY LTD. , "7 1.3 DEFINITIONS 4. DISCONNECT, DEMOLISH, AND REMOVE FIRE-SUPPRESSION SYSTEMS, PLUMBING, AND HVAC SYSTEMS, EQUIPMENT, 1.2 SUBMITTALS AND COMPONENTS INDICATED TO BE REMOVED. f. TIMBER PRODUCTS COMPANY. MEngineering D.P.C./we engineer success A. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO A. MAKE SUBMITTALS INACCORDANCE WITH SECTION 013300. g. WESTLAM INDUSTRIES LTD. 116 West 32nd Street,12th Floor,New York,N.Y.10001 a. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING 1 212.643.9055 F 212.643.0x,N www,N.Y.10001 BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL. B. SUBMITTALS FOR RE'V'IEW: 1.8 ACCESSORIES B. REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND b. PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING WITH SAME OR COMPATIBLE PIPING 1. PRODUCT DATA: MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. DELIVER TO OWNER MATERIAL. MEP EMpNEER: A. FASTENERS: 1.3 DELIVERY,STORAGE AND HANDLING C. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL WHERE c. EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT. 1. HOT-DIPPED GALVANIZED STEEL FOR EXTERIOR AND FIRE TREATED WOOD LOCATIONS. T DIRE , CSUN EXPOSURE AND INDICATED. d. EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN, AND A. DELIVER MATERIALS IN THEIR ORIGINAL UNOPENED PACKAGES AND PROTECT FROM FREEZING2. FOR USE WITH PRESERVATIVE TREATED WOOD: 300 SERIES STAINLESS STEEL. D. . EXPOSURE TO MO STORE EQUIPMENT;WHEN APPROPRIATE,REINSTALL,RECONNECT,AND MAKE EQUIPMENT OPERATIONAL.EXISTING TO REMAIN; EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE PERMANENTLY REMOVED AND THAT ARE 1.9 WOOD TREATMENT NOT OTHERWISE INDICATED TO BE REMOVED,REMOVED AND SALVAGED,OR REMOVED AND REINSTALLED, e. EQUIPMENT TO BE REMOVED AND SALVAGED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT AND 1.4 ENVIRONMENTAL RECUIREMENTS MATERIALS OWNERSHIP DELIVER TO OWNER. A. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F FOR 24 HOURS BEFORE, DURING, AND A. WOOD PRESERVATIVE(PRESSURE TREATMENT): A. UNLESS OTHERWISE INDICATED,DEMOLITION WASTE BECOMES PROPERTY OF CONTRACTOR. f. DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND PLUG REMAINING DUCTS 24 HOURS AFTER UNCERLAYMENT INSTALLATION, 1. PRESERVATIVE TREAT ALL EXTERIOR LUMBER, INCLUDING ROOFING NAILERS, CURBS AND OTHER WOOD IN CONTACT B. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS INCLUDING, BUT NOT LIMITED TO, CORNERSTONES AND THEIR WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. WITH CONCRETE,MASONRY,AND MOIST CONDITIONS. B. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPLIED OR CURED. CONTENTS, COMMEMORATIVE PLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OR VALUE TO OWNER THAT MAY BE 9. DUCTS TO BE ABANDONED IN PLACE: CAP OR PLUG DUCTS WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. 2. FOR ABOVE GROUND USE, USE AWPA CERTIFIED AMMONIUM COPPER QUATERNIUM (ACQ) OR COPPER HYDROXIDE C. REFRIGERANT: REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT TO BE SELECTIVELY DEMOLISHED ACCORDING TO 40 1.5 MATERIALS SODIUM DIMETHYLDITHIOCARBAMATE (CDDC) WATERBORNE PRESERVATIVE WITH 0,25 POUNDS PER CUBIC FOOT OF UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF OWNER. 1. CAREFULLY SALVAGE IN A MANNER TO PREVENT DAMAGE AND PROMPTLY RETURN TO OWNER. CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. A. SELF LEVELING UNCERLAYMENT SYSTEM: SELF-LEVELING, POURABLE, CEMENT BASED MATERIAL, MINIMUM 28 DAY WOOD RETENTION. 1.5 PREINSTALLATION MEETINGS 3.3 PREPARATION COMPRESSIVE STRENGTH 2,000 PSI; MINIMUM BOND STRENGTH 200 PSI;ONE OF THE FOLLOWING. a. APPROVED PRODUCT: "WOLMANIZED NATURAL SELECT" BY ARCH WOOD PROTECTION, INC. (SMYRNA, GA; A. PREDEMOLITION CONFERENCE: CONDUCT CONFERENCE AT JOB SITE. A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO 1. MAPEI CORPORATION"ULTRAPLAN 1 PLUS". 770-801-6600);COPPER AZOLE(CA)FUNGICIDE. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED 2. ARDEX INC."K-15"SELF-LEVELING UNDERLAYMENT CONCRETE. 3. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT; TREATED PLYWOOD 1. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY DEMOLISHED. FACILITIES. SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15 PERCENT. 2. REVIEW STRUCTUR4L LOAD LIMITATIONS OF EXISTING STRUCTURE. 3. KOESTERAMERICAN CORPORATION"VAP-1 LEVEL PRO." 3. REVIEW AND FINALIZE SELECTIVE DEMOLITION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, DEMOLITION 1. COMPLY WITH REQUIREMENTS FOR ACCESS AND PROTECTION SPECIFIED IN SECTION 01500 "TEMPORARY FACILITIES 4. SUPERCAP"SUPERCAP SELF-LEVELING UNDERLAYMENT." 4. TREATED LUMBER SHALL BEAR THE QUALITY STAMP OF AN INSPECTION AGENCY APPROVED BY THE JURISDICTIONAL AND CONTROLS." PERSONNEL, EQUIPMENT,AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS, 5. PROS PEC"LEVEL SET 300." CODE AUTHORITIES. 4. REVIEW REQUIREMENTS OF WORK PER=ORMED BY OTHER TRADES THAT RELY ON SUBSTRATES EXPOSED BY B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO B. FIRE RETARDANT TREATMENT: SELECTIVE DEMOLITION OPERATIONS. PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 6. LATICRETE INTERNATIONAL, INC."LATICRETE 88 LATILEVEL THICK POUR UNDERLAYMENT." 1. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER WOOD AS INDICATED OR 5. REVIEW AREAS WHERE EXISTING CONSTRUCTION IS TO REMAIN AND REQUIRES PROTECTION. 1. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND B. TROWELABLE UNDERLAYMENT SYSTEM: SPECIFIED. FROM OCCUPIED PORTIONS OF BUILDING. 1.6 INFORMATIONAL SUBMITTALS 1. MAPEI CORPORATION"MAPECEM 100"OR"PLANITOP 10". 2. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED 2. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN SELECTIVE DEMOLITION OF EXISTING 2. ARDEX INC."SD-P"FAST-SETTING UNDERLAYMENT. INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER A. QUALIFICATION DATA: FOR REFRIGERANT RECOVERY TECHNICIAN. CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO AND AWPA C-27 TYPE A FOR PLYWOOD, B. PROPOSED PROTECTION MEASURES: SUBMIT REPORT, INCLUDING DRAWINGS, THAT INDICATES THE MEASURES PROPOSED STRUCTURE AND INTERIOR AREAS. 3. KOESTER AMERICAN CORPORATION"VAP-1 LEVEL PRO FINISH." 3. PROTECT WALLS, CEILINGS, FLOORS,AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED 4. PROSPEC"TROWEL GRADE UNDERLAYMENT." 3. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AT TIME OF INSTALLATION; R PROTECTING INDIVIDUALS AND PROPERTY, FOR ENVIRONMENTAL PROTECTION, FOR DUST CONTROL AND FOR NOISE TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15 PERCENT AT TIME OF CONTROL. INDICATE PROPOSED LOCATIONS AND CONSTRUCTION OF BARRIERS. DURING SELECTIVE DEMOLITION OPERATIONS. 5. LATICRETE INTERNATIONAL, INC. "LATICRETE 220 MEDIUM BED MORTAR MIXED WITH "LATICRETE 3701 LATEX MORTAR INSTALLATION. C. SCHEDULE OF SELECTIVE=DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING: 4. COVER AND PROTECT FURNITURE, FURNISHINGS,AND EQUIPMENT THAT HAVE NOT BEEN REMOVED. ADMIX." 5. COMPLY WITH REQUIREMENTS FOR TEMPORARY ENCLOSURES, DUST CONTROL, HEATING, AND COOLING SPECIFIED IN 1.10 EXAMINATION DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH 6. TAMMS INDUSTRIES CO."THIN PATCH." ACTIVITY, ENSURE OWNER'S BUILDING MANAGERS AND OTHER TENANTS'ON-SITE OPERATIONS ARE UNINTERRUPTED. SECTION 01500"TEMPORARY FACILITIES AND CONTROLS." A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS C. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO C. ACCESSORIES: FURNSH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED. MANUFACTURER FOR THE CONDITIONS OF THE PROJECT. 3. COORDINATION FOR.SHUTOFF,CAPPING,AND CONTINUATION OF UTILITY SERVICES, PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 4. USE OF ELEVATOR AND STAIRS. AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. 1.6 MIXING B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED, BEGINNING WORK CONSTITUTES 5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL 1. STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF SELECTIVE DEMOLITION, A. THOROUGHLY MIX UIJDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE OCCUPANCY OF COMPLETED WORK. 3.4 SELECTIVE DEMOLITION,GENERAL SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS, CONDITIONS. D. INVENTORY: SUBMIT A LIST OF ITEMS TO BE REMOVED AND SALVAGED AND DELIVER TO OWNER PRIOR TO START OF A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND 1.7 PREPARATION 1.11 FRAMING DEMOLITION. AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND A. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE WORK MAY PROGRESS. A. ERECT AS INDICATED. E. PREDEMOLITION PHOTOGRAPHS OR VIDEO: SUBMIT BEFORE WORK BEGINS, AS FOLLOWS: 1. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE SELECTIVE B. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION JOINTS AND CONTROL B. ERECT WOOD FRAMING MEMBERS LEVEL AND PLUMB UNLESS INDICATED OTHERWISE. F. STATEMENT OF REFRIGERANT RECOVERY: SIGNED BY REFRIGERANT RECOVERY TECHNICIAN RESPONSIBLE FOR RECOVERING REFRIGERANT, STATING THAT ALL REFRIGERANT THAT WAS PRESENT WAS RECOVERED AND THAT RECOVERY DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOR DOES NOT MEET SPECIFIED TOLERANCE C. ' PLACE HORIZONTAL MEMBERS CROWN SIDE UP, LOWER LEVEL, REQUIREMENTS. WAS PERFORMED ACCORDING TO EPA REGULATIONS. INCLUDE NAME AND ADDRESS OF TECHNICIAN AND DATE D. USE FRAMING MEMBERS FULL LENGTH WITHOUT SPLICES, REFRIGERANT WAS RECOVERED. 2, NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS C. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE WHICH WOULD AFFECT LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL PROPER BONDING AND CURING. ABRADE OR SHOTBLAST AS NECESSARY TO ACHIEVE CLEAN SURFACE. E. TOLERANCES: G. WARRANTIES: DOCUMENTATION INDICATED THAT EXISTING WARRANTIES ARE STILL IN EFFECT AFTER COMPLETION OF POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF 1. MAXIMUM 1/4 INCH FROM TRUE POSITION. SELECTIVE DEMOLITION. ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. D. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. 1.7 CLOSEOUT SUBMITTALS 3. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING E. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES 2. MAXIMUM 1/4 INCH IN 10 FEET FROM TRUE PLUMB OR LEVEL, A. INVENTORY: SUBMIT A LIST OF ITEMS THAT HAVE BEEN REMOVED AND SALVAGED. FINISHED SURFACES. ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE F. SITE TREAT CUT ENDS OF FIELD CUT PRESSURE PRESERVATIVE TREATED LUMBER WITH COMPATIBLE MATERIAL AS B. LANDFILL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF HAZARDOUS WASTES BY A LANDFILL FACILITY LICENSED TO 4. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, CONDITIONS. RECOMMENDED BY THE TREATMENT MATERIALS MANUFACTURER. ACCEPT HAZARDOUS WASTES. SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING 1.8 APPLICATION 1.12 BLOCKING,NAILERS,AND CURBS 1.8 QUALITY ASSURANCE FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING A. GENERAL: WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF LATEX UNDERLAYMENT, AS A. PROVIDE BLOCKING AND NAILERS FOR CONSTRUCTION AS INDICATED, AND AS NECESSARY FOR FIRM SUPPORT, UNLESS FLAME CUTTING OPERATIONS. SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE OTHERWISE INDICATED, SOLID WOOD BACKING SHALL BE MINIMUM 2 INCH NOMINAL THICKNESS; PLYWOOD SHALL BE A. REFRIGERANT RECOVERY'TECHNICIAN QUALIFICATIONS: CERTIFIED BY AN EPA-APPROVED CERTIFICATION PROGRAM. 5. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES, 1.9 FIELD CONDITIONS 6. REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DRAWINGS,AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION, MINIMUM 3/4 INCH THICK, A. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT DISPOSE OF OFF-SITE. B. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS AS B. BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS FOR SUPPORT OF PLUMBING AND ELECTRICAL SELECTIVE DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED. 7. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHOD SUITABLE TO AVOID FREE FALL AND APPROPRIATE TO INSTALLATION CONDITIONS; INSTALL SELF LEVELING UNDERLAYMENT AT OTHER LOCATIONS AS FIXTURES AND EQUIPMENT, CABINETS, DOOR STOP PLATES, TOILET AND BATH ACCESSORIES AND ALL OTHER WALL AND B. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS TO PREVENT GROUND IMPACT OR DUST GENERATION. NECESSARY TO CORRECT SLAB FLATNESS AND LEVELNESS. CEILING MOUNTED COMPONENTS. PRACTICAL. 8. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE C. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO C. SCREW FASTEN WOOD COMPONENTS TO METAL FRAMING AND SUPPORT ELEMENTS. C. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH LOADS ON SUPPORTING WALLS, FLOORS,OR FRAMING. ESTABLISH WEAKENEC PLANE JOINTS IN UNDERLAYMENT. 1.13 PLYWOOD TERMINAL BACKBOARDS g, DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. COMPLY WITH REQUIREMENTS IN SECTION 01 74 19 D. INSTALL PATCHING COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE SUBSEQUENT SELECTIVE DEMOLITION. CONSTRUCTION WASTE ED ITEMS TAND DISPOSAL. A. PROVIDE A FIRE RETARDANT TREATED PLYWOOD TERMINAL BACKBOARD FOR TELEPHONE SYSTEMS WHERE INDICATED ON FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT TROWEL. THE DRAWINGS. OVERSIZE PANEL BY 12 INCHES ON ALL SIDES. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF D. HAZARDOUS MATERIALS: ITIS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK, REMOVED AND SALVAGED ITEMS: 1. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK. B. E. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPLICATION IF NECESSARY TO ACHIEVE PROPER 2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND g, MECHANICALLY APPLY DIRECTLY OVER GYPSUM BACKING BOARD. 1. CLEAN SALVAGED ITEMS. BUILD. NO. REVISION I DATE I BY 2. PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF CONTAINERS, OWNER, HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. F. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE THICKNESS. AT AREAS TO SECTION 064116•PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS E. HAZARDOUS MATERIALS: HAZARDOUS MATERIALS ARE PRESENT IN BUILDINGS AND STRUCTURES TO BE SELECTIVELY 3. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER. RECEIVE CORK TILE FLOORING, PROVIDE FILL THICKNESS AS NECESSARY TO ALIGN CORK FLOORING WITH ADJACENT FLOOR i DEMOLISHED. A REPORT ON THE PRESENCE OF HAZARDOUS MATERIALS IS ON FILE FOR REVIEW AND USE. EXAMINE 4. TRANSPORT ITEMS TO OWNER'S STORAGE ARE DESIGNATED BY OWNER. SURFACES. 1.1 SUMMARY oy� L REPORT TO BECOME AWARE OF LOCATIONS WHERE HAZARDOUS MATERIALS ARE PRESENT. 5. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. G. FINISH TO A SMOOTH LEVEL SURFACE WITHIN TOLERANCES SPECIFIED FOR CONCRETE FLOORS. A. SECTION INCLUDES: 1. HAZARDOUS MATERIAL REMEDIATION IS SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. C. REMOVED AND REINSTALLED ITEMS: tecture 2. DO NOT DISTURB HAZARDOUS MATERIALS OR ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS EXCEPT 1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE, H. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 1. PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS WITH METAL BASE. WOOD FURRING, BLOCKING, SHIMS, AND HANGING STRIPS FOR INSTALLING PLASTIC-LAMINATE-FACED ARCHITECTURAL TOLERANCES:ANCES: AS SPECIFIED IN SECTION 033500. 2. DER PROCEDURES SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS. I 3. OWNER WILL PROVIDE MATERIAL SAFETY DATA SHEETS FOR SUSPECTED HAZARDOUS MATERIALS THAT ARE KNOWN TO 3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE, 1.10 CLEANING CABINETS UNLESS CONCEALED WITHIN OTHER CONSTRUCTION BEFORE CABINET INSTALLATION. TPG ARCHITECTURE, LLP BE PRESENT IN BUILDINGS AND STRUCTURES TO BE SELECTIVELY DEMOLISHED BECAUSE OF BUILDING OPERATIONS OR 4. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND 1.2 SUBMITTALS 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 ' PROCESSES PERFORMED THERE. A. AS WORK PROCEEDS,CLEAN UP EXCESS MATERIALS, RUBBISH,AND SPLASH. EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM A. SUBMITTALS FOR REVIEW: 631.547.7300 � TPGARCHITECTURE.COM F. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED. FUNCTIONAL FOR USE INDICATED. 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, INCLUDING PANEL PRODUCTS, HIGH-PRESSURE DECORATIVE LAMINATE, G. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE D. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DIVISION O6•WOOD,PLASTICS,AND COMPOSITES ADHESIVE FOR BONDING PLASTIC LAMINATE, FIRE-RETARDANT-TREATED MATERIALS, AND CABINET HARDWARE AND DURING SELECTIVE DEMOLITION OPERATIONS. SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE SECTION 061000•ROUGH CARPENTRY ACCESSORIES, IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 1. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT LOCATION DURING SELECTIVE DEMOLITION AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION MAINTAIN FIRE PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS. 1.10 WARRANTY OPERATIONS ARE COMPLETE. 1.1 SUMMARY a. INCLUDE DATA FOR FIRE-RETARDANT TREATMENT FROM CHEMICAL-TREATMENT MANUFACTURER AND PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE A. SECTION INCLUDES:3,5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS CERTIFICATION BY TREATING PLANT THAT TREATED MATERIALS COMPLY WITH REQUIREMENTS. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND A. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING 2. SHOP DRAWINGS: SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE-SCALE DETAILS, COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, A. CONCRETE: DEMOLISH IN SMALL SECTIONS. USING POWER-DRIVEN SAW,CUT CONCRETE TO A DEPTH OF AT LEAST 3/4 INCH SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES. NOTIFY A 1. BLOCKING AND NAILERS. ATTACHMENT DEVICES,AND OTHER COMPONENTS. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,WARRANTOR BEFORE PROCEEDING, EXISTING WARRANTIES INCLUDE THE FOLLOWING: AT JUNCTURES WITH CONSTRUCTION TO REMAIN, DISLODGE CONCRETE FROM REINFORCEMENT AT PERIMETER OF AREAS 2. PLYWOOD TERMINAL BACK BOARDS. a. SHOW DETAILS FULL SIZE, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED B. NOTIFY WARRANTOR ON COMPLETION OF SELECTIVE DEMOLITION, AND OBTAIN DOCUMENTATION VERIFYING THAT EXISTING BEING DEMOLISHED, CUT REINFORCEMENT, AND THEN REMOVE REMAINDER OF CONCRETE. NEATLY TRIM OPENINGS TO 3. HIGH-DENSITY OVERLAY PLYWOOD. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, DIMENSIONS INDICATED. b. SHOW LOCATIONS AND SIZES OF FURRING, BLOCKING, AND HANGING STRIPS, INCLUDING CONCEALED BLOCKING SYSTEM HAS BEEN INSPECTED AND WARRANTY REMAINS IN EFFECT, SUBMIT DOCUMENTATION AT PROJECT CLOSEOUT. 1.2 REFERENCES AND REINFORCEMENT SPECIFIED IN OTHER SECTIONS. PROJECT PART 2 PRODUCTS B, CONCRETE: DEMOLISH IN SECTIONS. CUT CONCRETE FULL DEPTH AT JUNCTURES WITH CONSTRUCTION TO REMAIN AND AT c. SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR ELECTRICAL SWITCHES AND OUTLETS AND OTHER REGULAR INTERVALS USING POWER-DRIVEN SAW,THEN REMOVE CONCRETE BETWEEN SAW CUTS. A. AMERICAN PLYWOOD ASSOCIATION(APA). 2,1 PEFORMANCE REQUIREMENTS C. MASONRY: DEMOLISH IN SMALL SECTIONS. CUT MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING B. AMERICAN WOOD PRESERVERS'ASSOCIATION: BOOK OF STANDARDS(AWPA). ITEMS INSTALLED IN ARCHITECTURAL PLASTIC-LAMINATE CABINETS. CAPITAL ONE A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE POWER-DRIVEN SAW,AND THEN REMOVE MASONRY BETWEEN SAW CUTS. 3. SAMPLES FOR VERIFICATION: DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION, C. DEPARTMENT OF COMNIERCE(DOC): a. PLASTIC LAMINATES, 12 BY 12 INCHES, FOR EACH TYPE, COLOR, PATTERN, AND SURFACE FINISH,WITH ONE MATTITUCK, NY D. CONCRETE SLABS-ON-GRADE: SAW CUT PERIMETER OF AREA TO BE DEMOLISHED,THEN BREAK UP AND REMOVE. 1. DOC PS 2-PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS. SAMPLE APPLIED TO CORE MATERIAL. B. STANDARDS: COMPLY WITH ANSI/ABBE A10.6 AND NFPA 241. E. RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S 11700 MAIN ROAD IN IN PART 3-EXECUTION D. PRODUCT STANDARD(PS): PS-20-AMERICAN SOFTWOOD LUMBER STANDARD. "RECOMMENDED WORK PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR COVERINGS. b. CORNER PIECES AS FOLLOWS: r 3.1 EXAMINATION F. ROOFING: REMOVE NO MORE EXISTING ROOFING THAN WHAT CAN BE COVERED IN ONE DAY BY NEW ROOFING AND SO THAT E. WEST COAST LUMBER INSPECTION BUREAU(WCLB): STANDARD GRADING RULES FOR WEST COAST LUMBER. 1) CABINET FRONT FRAME JOINTS BETWEEN STILES AND RAILS, AS WELL AS EXPOSED END PIECES, 18 INCHES MATTITUCK, NY 11952 CD A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS, BUILDING INTERIOR REMAINS WATERTIGHT AND WEATHERTIGHT. SEE SECTION 07 52 00 MODIFIED BITUMINOUS MEMBRANE F. WESTERN WOOD PRODUCTS ASSOCIATION(WWPA). HIGH BY 18 INCHES WIDE BY 6 INCHES DEEP, DRAWING ici B. REVIEW RECORD DOCUMENTS OF EXISTING CONSTRUCTION PROVIDED BY OWNER. OWNER DOES NOT GUARANTEE THAT ROOFING FOR NEW ROOFING REQUIREMENTS. 1.3 SUBMITTALS 2) MITERJOINTS FOR STANDING TRIM. EXISTING CONDITIONS ARE:SAME AS THOSE INDICATED IN RECORD DOCUMENTS. 1. REMOVE EXISTING ROOF MEMBRANE, FLASHINGS,COPINGS,AND ROOF ACCESSORIES. c. EXPOSED CABINET HARDWARE AND ACCESSORIES,ONE UNIT FOR EACH TYPE AND FINISH. PROJECT SPECIFICATIONS a C. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE t 2. REMOVE EXISTING ROOFING SYSTEM DOWN TO SUBSTRATE. A. SUBMITTALS FOR REVIEW: B. QUALIFICATION DATA: FOR INSTALLER. 1. PRODUCT DATA: SUBMIT COMPLETE TECHNICAL AND PRODUCT DATA ON THE FOLLOWING: DEMOLITION REQUIRED. 3.6 DISPOSAL OF DEMOLISHED MATERIALS : IP a. PRESERVAT17E AND FIRE RETARDANT WOOD TREATMENTS. C. EVALUATION REPORTS: FOR FIRE-RETARDANT-TREATED MATERIALS, FROM ICC-ES. D. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION A. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED, SALVAGED, REINSTALLED, OR 1.3 QUALITY ASSURANCE i;: ti OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND 1.4 QUALITY ASSURANCE 0 o WRITTEN REPORT TO ARCHITECT. LEGALLY DISPOSE OF THEM IN AN EPA APPROVED LANDFILL. A. REGULATORY REQUIREMENTS: WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENTLY ENFORCED A. FABRICATOR QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO SPECIALIZES IN CUSTOM CASEWORK AND IS `" E. ENGAGE A PROFESSIONAL. ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING TO DETERMINE 1. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. INTERNATIONAL BUILDING CODE AS ADOPTED BY THE JURISDICTION. ELIGIBLE TO PARTICIPATE IN THE AWI'S QUALITY CERTIFICATION PROGRAM. MINIMUM THREE (3) YEARS DOCUMENTED E o EXPERIENCE. SAL DATE � a WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY 2• REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 1 O/O3/ZO16 C) m PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION OPERATIONS. 3. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY 1.5 DELIVERY,STORAGE,AIJD HANDLING B. INSTALLER QUALIFICATIONS: FABRICATOR OF PRODUCTS. �_ 0 1. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM SELECTIVE DEMOLITION DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. A. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF SECTION 016000. PROJECT N0. 3516014-00 m ACTIVITIES. 4. COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 01524"CONSTRUCTION WASTE MANAGEMENT." C. TESTING AGENCY QUALIFICATIONS: FOR TESTING AGENCY PROVIDING CLASSIFICATION MARKING FOR 1,6 DIMENSION LUMBER FIRE-RETARDANT-TREATED MATERIAL, AN INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT �5 MAITHFW y�j� SCALE w 2. STEEL TENDONS: LOCATE TENSIONED STEEL TENDONS AND INCLUDE RECOMMENDATIONS FOR DE TENSIONING. B. BURNING: DO NOT BURN DEMOLISHED MATERIALS. PERIODICALLY PERFORMS INSPECTIONS TO VERIFY THAT THE MATERIAL BEARING THE CLASSIFICATION MARKING I �Q�G sT9 �` 1 -0 =1 -0 uj A. LUMBER: G S Lr 4 9� � w F. SURVEY OF EXISTING CONDITIONS: RECORD EXISTING CONDITIONS BY USE OF MEASURED DRAWINGS AND C. DISPOSAL: TRANSPORT DEMOLISHED MATERIALS AND DISPOSE OF AT DESIGNATED SPOIL AREAS ON OWNER'S PROPERTY. REPRESENTATIVE OF THE MATERIAL TESTED. �'III DWG N0. S9 C) PRECONSTRUCTION PHOTOGRAPHS. I. MANUFACTURED IN ACCORDANCE WITH PS 20, _ D. DISPOSAL: TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. D. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE � of 0 2. STAMPED AND GRADED IN ACCORDANCE WITH WWPA OR WCLB GRADING RULES. N a' 0 3.7 CLEANING 1.4 DELIVERY,STORAGE,AND HANDLING 2, o Z 1. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND SALVAGED. PROVIDE PHOTOGRAPHS OF B. SPECIES: HEM-FIR,SPRUCE-PINE-FIR(SPF),OR DOUGLAS FIR LARCH, UNLESS INDICATED OR SPECIFIED OTHERWISE. 9�. orea2a ,y0 zr ;; CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SALVAGE OPERATIONS. A. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION A. DO NOT DELIVER CABINETS UNTIL PAINTING AND IM C. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON-STRUCTURAL WOOD FRAMING AND BLOCKING INDICATED ON THE SIMILAR OPERATIONS THAT COULD DAMAGE WOODWORK HAVE B F� ,,n1 G-009 OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. COMPLETED IN INSTALLATION AREAS. IF CABINETS MUST BE STORED IN OTHER THAN INSTALLATION AREAS, STORE LY IN F N a 2. BEFORE SELECTIVE DEMOLITION OR REMOVAL OF EXISTING BUILDING ELEMENTS THAT WILL BE REPRODUCED OR ARCHITECTURAL DRAWINGS SHALL BE GRADED AS FOLLOWS: AREAS WHERE ENVIRONMENTAL CONDITIONS COMPLY WITH RE IN" FIELD IN FINAL WORK, MAKE PERMANENT RECORD OF MEASUREMENTS, MATERIALS, AND CONSTRUCTION END OF DIVISION 2 REQUIREMENTS SPECIFIED IN FIELD CONDITIONS"A LE. CAD FILE N0. M 6 W C7 MATTITUCK-G-009 J 1.5 FIELD CONDITIONS 1.11 MISCELLANEOUS MATERIALS a. EACH TYPE OF ELASTOMERIC SEALANT AND JOINT SUBSTRATE INDICATED. 2. USES: NT,M,A,AND O. A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL CABINETS UNTIL BUILDING IS ENCLOSED, WET WORK IS A. SOLID SURFACING COUNTERTOPS:SPECIFIED IN SECTION 123640. b. EACH TYPE OF 14ONELASTOMERIC SEALANT AND JOINT SUBSTRATE INDICATED. 3. CHEMICAL CURING,NONSTAINING, NONBLEEDING. COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY B. FASTENERS:TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE. 3. NOTIFY ARCHITECT SEVEN DAYS IN ADVANCE OF DATES AND TIMES WHEN TEST JOINTS WILL BE ERECTED. 4, APPROVED PRODUCTS: LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. 4. ARRANGE FOR TESTS TO TAKE PLACE WITH JOINT-SEALANT MANUFACTURER'S TECHNICAL REPRESENTATIVE PRESENT, a. BASF SONNEBORN;SONOLASTIC 150 WITH VLM TECHNOLOGY, (/C�� o B. FIELD MEASUREMENTS: WHERE CABINETS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER C. ADHESIVES:WATERPROOF,WATER BASED TYPE,COMPATIBLE WITH BACKING AND VENEER AND LAMINATE MATERIALS. v�a©��-2 7--,a� 0MOO� 1. DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. a. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, b. BOSTIK, INC;CHEM-CALK 2000 SMOOTH. � o v CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION, AND INDICATE MEASUREMENTS ON SHOP DRAWINGS, IN APPENDIX X1 IN ASTM C1193. c. SIKA CORPORATION,INC.;SIKAFLEX 511. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. D. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: FIRE-RETARDANT-TREATED SOFTWOOD LUMBER, KILN DRIED TO LESS 1) FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; EXTEND d. PECORA CORPORATION;DYNATROL I XL(TRUE WHITE), 1. LOCATE CONCEALED FRAMING, BLOCKING,AND REINFORCEMENTS THAT SUPPORT CABINETS BY FIELD MEASUREMENTS THAN 15 PERCENT MOISTURE CONTENT. CUT ALON3 ONE SIDE,VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE SIDE. e, PROSOCO R-GUARDOAIRDAM. BEFORE BEING ENCLOSED,AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. E. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. 5. REPORT WHETHER SEALANT IN JOINT CONNECTED TO PULLED-OUT PORTION FAILED TO ADHERE TO JOINT SUBSTRATES CLIENT: C. ESTABLISHED DIMENSIONS: WHERE CABINETS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, ESTABLISH DIMENSIONS PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST-INSTALLED ANCHORS. USE NONFERROUS-METAL OR OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH TYPE OF PRODUCT AND JOINT 1.9 JOINT-SEALANT BACKING FOR AREAS WHERE CABINETS ARE TO FIT. PROVIDE ALLOWANCE FOR TRIMMING AT SITE,AND COORDINATE CONSTRUCTION HOT-DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS. SUBSTRATE. FOR SEALANTS THAT FAIL ADHESIVELY,RETEST UNTIL SATISFACTORY ADHESION IS OBTAINED. A. GENERAL: PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NONSTAINING; ARE COMPATIBLE WITH JOINT A; 1 7::�7, IF TO ENSURE THAT ACTUAL DIMENSIONS CORRESPOND TO ESTABLISHED DIMENSIONS. 1.12 FABRICATION 6. EVALUATION OF PRECONSTRUCTION FIELD-ADHESION-TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY , I/ . I 1=_ WILL BE CONSIDERED SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING. 2 1.6 COORDINATION FROM TESTING, IN ABSENCE OF OTHER INDICATIONS OF NONCOMPLIANCE WITH REQUIREMENTS, � /� A. PLASTIC LAMINATE COUNTERTOPS: % /Arm- V A. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOCKING, FURRING, REINFORCEMENTS, AND OTHER RELATED UNITS OF SATISFACTORY. DO VOT USE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING. B. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), 0 (OPEN-CELLij­ 1. QUALITY:AWI/AWMACNVI ARCHITECTURAL WOODWORK STANDARDS,SECTION 11,PREMIUM GRADE. WORK SPECIFIED IN OTHER SECTIONS TO ENSURE THAT CABINETS CAN BE SUPPORTED AND INSTALLEDAS INDICATED. F. MOCKUPS: BUILD MOCKU'S INCORPORATING SEALANT JOINTS,AS FOLLOWS, TO VERIFY SELECTIONS MADE UNDER SAMPLE MATERIAL), B(BICELLULAR MATERIAL WITH A SURFACE SKIN),OR ANY OF THE PRECEDING TYPES,AS APPROVED IN WRITING 2. FABRICATE FROM SHEET PRODUCT WITH LUMBER FRONTS. SUBMITTALS AND TO DEMONSTRATE AESTHETIC EFFECTS AND SET QUALITY STANDARDS FOR MATERIALS AND EXECUTION: BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT "Engineering D.P.C./we engineer success 1.7 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 3. LOCATE END JOINTS CENTERED OR SYMMETRICAL. JOIN SECTIONS WITH CONCEALED CLAMP FASTENERS. LOCATEDEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. 116 West 32nd Street,12th Floor,New York,N.Y.10001 1. JOINTS IN MOCKUPS OF ASSEMBLIES SPECIFIED IN OTHER SECTIONS THAT ARE INDICATED TO RECEIVE ELASTOMERIC P 212.643.9055 F 212.643.0503 www.mgedpc.net A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR PLASTIC LAMINATE BUTT JOINTS MINIMUM 2 FEET AWAY FROM SINKS. JOINT SEALANTS,WHICH ARE SPECIFIED BY REFERENCE TO THIS SECTION. C. ELASTOMERIC TUBING SEALANT BACKINGS: NEOPRENE, BUTYL, EPDM, OR SILICONE TUBING COMPLYING WITH ASTM D 1056, GRADES OF ARCHITECTURAL PLASTIC LAMINATE CABINETS INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND 4. PROVIDE CUTOUTS AND REINFORCEMENT FOR PLUMBING, ELECTRICAL, APPLIANCES, AND ACCESSORIES. PRIME PAINT NONABSORBENT TO WATER AND GAS,AND CAPABLE OF REMAINING RESILIENT AT TEMPERATURES DOWN TO MINUS 26 DEG F. 4lEP ENq�,EER: OTHER REQUIREMENTS. SURFACES OF CUT EDGES. G. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS IN PROVIDE PRODUCTS WITH LOW COMPRESSION SET AND OF SIZE AND SHAPE TO PROVIDE A SECONDARY SEAL,TO CONTROL CONDI 1. GRADE: CUSTOM. PREMIUM FOR DOOR AND DRAWER FACES SECTION . SEALANT DEPTH,AND TO OTHERWISE CONTRIBUTE TO OPTIMUM SEALANT PERFORMANCE. B. APPLY PLASTIC LAMINATE IN FULL UNINTERRUPTED SHEETS; FIT CORNERS AND JOINTS TO HAIRLINE. SLIGHTLY BEVEL 1.5 PROJECT CONDITIONS 2. TYPE OF CONSTRUCTION: FRAMELESS. ARISES.APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF LAMINATE FACED SURFACES, D. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR 3. CABINET,DOOR,AND DRAWER FRONT INTERFACE STYLE: FLUSH OVERLAY. C. SAND FIRE-RETARDANT-TREATED WOOD LIGHTLY TO REMOVE RAISED GRAIN ON EXPOSED SURFACES BEFORE FABRICATION, A. DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS UNDER THE FOLLOWING CONDITIONS: PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF B. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS INDICATED OR IF NOT INDICATED, AS REQUIRED BY D. FABRICATE CABINETS TO DIMENSIONS, PROFILES,AND DETAILS INDICATED. 1. WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY JOINT-SEALANT JOINT WHERE SUCH ADHESION WOULD RESULT IN SEALANT FAILURE. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. WOODWORK QUALITY STANDARD. MANUFACTURER ORARE BELOW 40 DEG F. 1.10 MISCELLANEOUS MATERIALS 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS AS INDICATED ON DRAWINGS E. COMPLETE FABRICATION, INCLUDING ASSEMBLY AND HARDWARE APPLICATION, TO MAXIMUM EXTENT POSSIBLE BEFORE 2. WHEN JOINT SUBSTRATES ARE WET. A. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO FINISH LEGEND. SHIPMENT TO PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. WHERE 3WHERE JOINT WIDTHS ARE LESS THAN THOSE ALLOWED BY JOINT-SEALANT MANUFACTURER FOR APPLICATIONS JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD .NECESSARY FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR SCRIBING,TRIMMING,AND FITTING. INDICATED. TESTS. 2. LAMINATE CLADDING FOR EXPOSED SURFACES: 1. NOTIFY ARCHITECT SEVEN DAYS IN ADVANCE OF THE DATES AND TIMES WOODWORK FABRICATION WILL BE COMPLETE. a. HORIZONTAL SURFACES: GRADE HGS. 4. CONTAMINANTS CAPABLE OF INTERFERING WITH ADHESION HAVE NOT YET BEEN REMOVED FROM JOINT SUBSTRATES. B. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND 2. TRIAL FIT ASSEMBLIES AT FABRICATION SHOP THAT CANNOT BE SHIPPED COMPLETELY ASSEMBLED. INSTALL DOWELS, 1.6 WARRANTY SEALANT BACKING MATERIALS, FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR HARMING JOINT b. POSTFORMED SURFACES: GRADE HGP. SCREWS, BOLTED CONNECTORS, AND OTHER FASTENING DEVICES THAT CAN BE REMOVED AFTER TRIAL FITTING. SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY,AND FORMULATED TO PROMOTE OPTIMUM ADHESION OF c. VERTICAL SURFACES: GRADE HGS. VERIFY THAT VARIOUS PARTS FIT AS INTENDED AND CHECK MEASUREMENTS OF ASSEMBLIES AGAINST FIELD A. SPECIAL INSTALLER'S WARRANTY: INSTALLER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE SEALANTS TO JOINT SUBSTRATES. d. EDGES: GRADE HGS. MEASUREMENTS BEFORE DISASSEMBLING FOR SHIPMENT. ELASTOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS F. SHOP-CUT OPENINGS TO MAXIMUM EXTENT POSSIBLE TO RECEIVE HARDWARE, APPLIANCES, ELECTRICAL WORK, AND SECTION WITHIN SPECIFIED WARRANTY PERIOD. C. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT e. PATTERN DIRECTION: VERTICALLY FOR DRAWER FRONTS, DOORS,AND FIXED PANELS. TO JOINTS. SIMILAR ITEMS, LOCATE OPENINGS ACCURATELY AND USE TEMPLATES OR ROUGHING-IN DIAGRAMS TO PRODUCE 1. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C. METAL BASE(ML-1): PROVIDE:METAL BASE AT CABINET INSTALL LOCATIONS. ACCURATELY SIZED AND SHAPED OPENINGS. SAND EDGES OF CUTOUTS TO REMOVE SPLINTERS AND BURRS. B. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH ELASTOMERIC SEALANT 1.11 EXAMINATION 1. PROVIDE AS INDICATED ON DRAWINGS. 1.13 PREPARATION MANUFACTURER AGREES TO FURNISH ELASTOMERIC JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT A. EXAMINE JOINTS INDICATED TO RECEIVE JOINT SEALANTS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH D. MATERIALS FOR SEMIEXPOSED SURFACES: A. BEFORE INSTALLATION,CONDITION CABINETS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS, COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY REQUIREMENTS FOR JOINT CONFIGURATION, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING 1. SURFACES OTHER THAN DRAWER BODIES: HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3,GRADE CLS. PERIOD. JOINT-SEALANT PERFORMANCE, B. BEFORE INSTALLING CABINETS,EXAMINE SHOP FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED. a. EDGES OF PLAST C-LAMINATE SHELVES: PVC TAPE, 0.018-INCH MINIMUM THICKNESS, MATCHING LAMINATE IN 1. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COLOR, PATTERN,AND FINISH. 1.14 INSTALLATION C. SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE EXCLUDE DETERIORATION OR FAILURE OF ELASTOMERIC JOINT SEALANTS 1.12 PREPARATION b. FOR SEMI EXPOSED BACKS OF PANELS WITH EXPOSED PLASTIC-LAMINATE SURFACES, PROVIDE SURFACE OF A. GRADE: INSTALL CABINETS TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED. FROM THE FOLLOWING: A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH HIGH-PRESSURE DECORATIVE LAMINATE,NEMA LD 3,GRADE VGS. B. ASSEMBLE CABINETS AND COMPLETE FABRICATION AT PROJECT SITE TO THE EXTENT THAT IT WAS NOT COMPLETED IN THE 1. MOVEMENT OF THE STRUCTURE RESULTING,IN STRESSES ON THE SEALANT EXCEEDING SEALANT MANUFACTURER'S JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE FOLLOWING REQUIREMENTS: 2. DRAWER SIDES AND BACKS: SOLID-HARDWOOD LUMBER. SHOP. WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION CAUSED BY STRUCTURAL SETTLEMENT OR 1. REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT 3. DRAWER BOTTOMS: HARDWOOD PLYWOOD. C. INSTALL CABINETS LEVEL, PLUMB, TRUE,AND STRAIGHT, SHIM AS REQUIRED WITH CONCEALED SHIMS, INSTALL LEVEL AND ERRORS ATTRIBUTABLE TO DESIGN OR CONSTRUCTION, SEALANT, INCLUDING DUST, PAINTS (EXCEPT FOR PERMANENT, PROTECTIVE COATINGS TESTED AND APPROVED FOR E. DUST PANELS: 1/4-INCH PLYWOOD OR TEMPERED HARDBOARD ABOVE COMPARTMENTS AND DRAWERS UNLESS LOCATED PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. 2. DISINTEGRATION OFJOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. SEALANT ADHESION AND COMPATIBILITY BY SEALANT MANUFACTURER), OLD JOINT SEALANTS, OIL, GREASE, DIRECTLY UNDER TOPS. D. SCRIBE AND CUT CABINETS TO FIT ADJOINING WORK, REFINISH CUT SURFACES,AND REPAIR DAMAGED FINISH AT CUTS. 3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS,TOOLS,OR OTHER OUTSIDE AGENTS. WATERPROOFING,WATER REPELLENTS,WATER,SURFACE DIRT,AND FROST, 4. CHANGES IN SEALANT APPEARANCE CAUSED BY ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. 2. CLEAN POROUS JOINT SUBSTRATE SURFACES BY BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, OR F. DRAWER CONSTRUCTION: FABRICATE WITH EXPOSED FRONTS FASTENED TO SUBFRONT WITH MOUNTING SCREWS FROM E. ANCHOR CABINETS TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM INTERIOR OF BODY. COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING. USE FINE FINISHING NAILS FOR EXPOSED FASTENING, 1.7 MATERIALS,GENERAL BOND WITH JOINT SEALANTS. REMOVE LOOSE PARTICLES REMAINING AFTER CLEANING OPERATIONS ABOVE BY 1. JOIN SUBFRONTS,BACKS,AND SIDES WITH GLUED DOVETAIL JOINTS. COUNTERSUNK AND FILLED FLUSH WITH WOODWORK. A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE VACUUMING OR BLOWING OUT JOINTS WITH OIL-FREE COMPRESSED AIR, POROUS JOINT SUBSTRATES INCLUDE THE G. COLORS, PATTERNS, AND FINISHES: PROVIDE MATERIALS AND PRODUCTS THAT RESULT IN COLORS AND TEXTURES OF 1. USE FILLER MATCHING FINISH OF ITEMS BEING INSTALLED, ANOTHER AND WITH JONT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY FOLLOWING: EXPOSED LAMINATE SURFACES COMPLYING WITH THE FOLLOWING REQUIREMENTS: F. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. a. CONCRETE. 1. AS INDICATED BY LAMINATE MANUFACTURER'S DESIGNATIONS ON DRAWINGS. ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED B. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. b. MASONRY. 1,8 WOOD MATERIALS OPERATION, COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED, 1.8 ELASTOMERIC JOINT SEALANT MATERIALS 3. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. 1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96-INCH SAG,BOW,OR OTHER VARIATION FROM A STRAIGHT LINE. A. INTERIOR LOCATIONS: JOINT SEALANTS CONTAINING MERCURY, BUTYL RUBBER, NEOPRENE, SBR, OR NITRILE NOT 4. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, A. LUMBER: 2. FASTEN WALL CABINETS THROUGH BACK, NEAR TOP AND BOTTOM,AND AT ENDS NOT MORE THAN 16 INCHES O.C. WITH ALLOWED. OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS, NONPOROUS JOINT SUBSTRATES 1. GRADED IN ACCORDAN'E WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS, SECTION 3 REQUIREMENTS NO.10 WAFER-HEAD SCREWS SIZED FOR NOT LESS THAN 1-1/2-INCH PENETRATION INTO WOOD FRAMING, BLOCKING, OR B JOINT SEALANTS FORMULATED WITH AROMATIC SOLVENTS (ORGANIC SOLVENT WITH BENZENE RING IN IT MOLECULAR INCLUDE THE FOLLOWING: FOR QUALITY GRADE SPECIFIED,AVERAGE MOISTURE CONTENT OF 6 PERCENT. HANGING STRIPS. a. METAL. 2. EXPOSED AND SEMI-EXPOSED LOCATIONS: MATCH WV-2 SPECIFIED IN DRAWING FINISH LEGEND, OF QUALITY SUITABLE STRUCTURE), FIBROUS TALC OR ASBESTOS, FORMALDEHYDE, HALOGENATED SOLVENTS, MERCURY, LEAD, CADMIUM, FOR TRANSPARENT FINISH. 1.15 ADJUSTING AND CLEANING HEXAVALENT CHROMIUM,OR THEIR COMPONENTS NOT ALLOWED. b. GLASS. B. SHEET PRODUCTS: A. REPAIR DAMAGED AND DEFECTIVE CABINETS, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS; WHERE C. ACRYLIC LATEX(DESIGNATION AL): COMPLY WITH ASTM C 834,TYPE P,GRADE NF, c. GLAZED SURFACES OF CERAMIC TILE. 1. GRADED IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS, SECTION 4 REQUIREMENTS NOT POSSIBLE TO REPAIR, REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE, 1. CLASS: JOINT MOVEMENT RANGE WITHOUT COHESIVE/ADHESIVE FAILURE: PLUS 7.5 PERCENT TO MINIM 7.5 PERCENT B. JOINT PRIMING: PRIME JOINT SUBSTRATES,WHERE RECOMMENDED IN WRITING BY JOINT-SEALANT MANUFACTURER, BASED FOR QUALITY GRADE SPECIFIED. B. CLEAN,LUBRICATE,AND ADJUST HARDWARE. OF JOINT WIDTH. ON PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. APPLY PRIMER TO COMPLY WITH 2. VENEER-FACED PANEL PRODUCTS :HARDWOOD PLYWOOD HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA C. CLEAN CABINETS ON EXPOSED AND SEMI-EXPOSED SURFACES. 2. ACCEPTABLE PRODUCTS: JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS, CONFINE PRIMERS TO AREAS OF JOINT-SEALANT BOND; DO NOT ( PLYWOOD): FORMALDEHYDE. a. PECORA CORPORATION;AC-20. ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. a. EXPOSED AND SEMI-EXPOSED VENEER: SPECIFIED AS WV-2 IN DRAWING FINISH LEGEND, OF QUALITY SUITABLE b. BASF SONNEBORN,DIVISION OF CHEMREX INC.;SONOLAC. C. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT WITH ADJOINING SURFACES FOR TRANSPARENT FINISH. DIVISION 07•THERMAL AND MOISTURE PROTECTION THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS c. TREMCO;ACRYLIC LATEX 834. REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. b. FACTORY FINISH CASEWORK IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS, SECTION 079200•JOINT SEALANTS D. SILICONE-GENERAL PURPOSE(DESIGNATION S-GP): ASTM C920, TYPES,GRADE NS. SECTION 5. 1.1 SUMMARY 1.13 INSTALLATION OF JOINT SEALANTS 1. CLASS: JOINT MOVEMENT RANGE WITHOUT COHESIVEEADHESIVE FAILURE: PLUS 50 PERCENT TO MINUS 50 PERCENT OF A. GENERAL: COMPLY WITH JOINT SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND 1) FINISH SYSTEM: 11 -POLYURETHANE,CATALYZED A. THIS SECTION INCLUDES JOINT SEALANTS FOR THE FOLLOWING APPLICATIONS, INCLUDING THOSE SPECIFIED BY REFERENCE JOINT WIDTH. APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. 2) COLOR:MATCH COLOR SPECIFIED IN DRAWINGS FINISH LEGEND TO THIS SECTION: 2. USES: NT,M,G,A,AND 0. 3) SHEEN:SATIN. 1. EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. B. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS 3. LOW TO MEDIUM MODULUS,SINGLE COMPONENT,NEUTRAL CURING, NONSTAINING,NONBLEEDING. APPLICABLE TO MATERIALS,APPLICATIONS,AND CONDITIONS INDICATED. 3. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2,GRADE 130, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE, 2. EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. 4. ACCEPTABLE PRODUCTS: 4. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM-DENSITY OVERLAY. 3. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. C. INSTALL SEALANT BACKINGS OF TYPE INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED 1 ISSUED FOR PERMIT AND BID 02/01/17 NF a. DOW CORNING CORPORATION; 790,OR 795. TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW 5. THERMOSET DECORATIVE PANELS: PARTICLEBOARD OR MEDIUM-DENSITY FIBERBOARD FINISHED WITH THERMALLY 4. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. b. GE SILICONES;SILPRUF LM SCS2700. OPTIMUM SEALANT MOVEMENT CAPABILITY, NO. REVISION DATE BY FUSED, MELAMINE-IMPREGNATED DECORATIVE PAPER AND COMPLYING WITH REQUIREMENTS OF NEMA LD 3, GRADE 1.2 PERFORMANCE REQUIREMENTS VGL, FOR TEST METHODS 3.3,3,4,3.6,3,8,AND 3.10. c. PECORA CORPORATION; 890 OR 895. 1. DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. A. PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT d. TREMCO;SPECTRUM 1 OR 3. 2. DO NOT STRETCH,TWIST,PUNCTURE,OR TEAR SEALANT BACKINGS. i 1.9 FIRE-RETARDANT-TREATED MATERIALS UP-' SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. E. SILICONE-SANITARY(DESIGNATION S-S): ASTM C920, TYPE S,GRADE NS. 3. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE A. FIRE-RETARDANT-TREATED MATERIALS, GENERAL: WHERE FIRE-RETARDANT-TREATED MATERIALS ARE INDICATED, USE B. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT THEM WITH DRY MATERIALS, ,a \rC I MATERIALS COMPLYING WITH REQUIREMENTS IN THIS ARTICLE THAT ARE ACCEPTABLE TO AUTHORITIES HAVING 1. CLASS: 25. CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES, D. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND JURISDICTION AND WITH FIRE-TEST-RESPONSE CHARACTERISTICS SPECIFIED AS DETERMINED BY TESTING IDENTICAL 2. USES: NT,M,G,A,AND 0. BACKS OF JOINTS. PRODUCTS PER TEST METHOD INDICATED BY A QUALIFIED TESTING AGENCY, 1.3 SUBMITTALS 3. NEUTRAL OR ACID CJRING,NONSTAINING, NONBLEEDING, FUNGICIDE CONTAINING. 1. USE TREATED MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED WOODWORKING STANDARD. DO NOT A. SUBMITTALS FOR REVIEW: 4. ACCEPTABLE PRODUCTS: E. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE USE MATERIALS THAT ARE WARPED, DISCOLORED,OR OTHERWISE DEFECTIVE, 1. PRODUCT DATA: FOR EACH JOINT-SEALANT PRODUCT INDICATED. a. DOW CORNING CORPORATION;786 MILDEW RESISTANT.SCSI INSTALLED: TPG ARCHITECTURE, LLP 2. USE FIRE-RETARDANT-TREATMENT FORMULATIONS THAT DO NOT BLEED THROUGH OR OTHERWISE ADVERSELY AFFECT 2, SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S COLOR CHARTS CONSISTING OF STRIPS OF CURED SEALANTS b. GE SILICONES;SANITARY SCS1700, 1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. 1300 WALT WHITMAN ROAD,MELVILLE, NY 11747 FINISHES. DO NOT USE COLORANTS TO DISTINGUISH TREATED MATERIALS FROM UNTREATED MATERIALS. SHOWING THE FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT EXPOSED TO VIEW. 2. COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION, 631.547.7300 1 TPGARCHITECTURE.COM 3. IDENTIFY FIRE-RETARDANT-TREATED MATERIALS WITH APPROPRIATE CLASSIFICATION MARKING OF QUALIFIED TESTING 3. SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF JOINT SEALANT REQUIRED, PROVIDE SAMPLES WITH c. PECORA CORPORATION; 898 SILICONE SEALANT, 3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM AGENCY IN THE FORM OF REMOVABLE PAPER LABEL OR IMPRINT ON SURFACES THAT WILL BE CONCEALED FROM VIEW JOINT SEALANTS IN 1/2-INCH-WIDE JOINTS FORMED BETWEEN TWO 6-INCH- LONG STRIPS OF MATERIAL MATCHING THE d. TREMCO;TRENSIL 200 WHITE. SEALANT MOVEMENT CAPABILITY. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AFTER INSTALLATION, APPEARANCE OF EXPOSED SURFACES ADJACENT TO JOINT SEALANTS. F. URETHANE-SINGLE COMPONENT(DESIGNATION U-SC): ASTM C920, TYPE S,GRADE NS. F. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT B. FIRE-RETARDANT-TREATED LUMBER AND PLYWOOD: PRODUCTS WITH A FLAME-SPREAD INDEX OF 25 OR LESS WHEN TESTED B. PRODUCT CERTIFICATES: FOR EACH TYPE OF JOINT SEALANT AND ACCESSORY,SIGNED BYPRODUCT MANUFACTURER. 1. SEALANT CONTAINING MERCURY NOT ALLOWED, TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED BELOW TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE ACCORDING TO ASTM E 84, WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS EXTENDED INDICATED;TO ELIMINATE AIR POCKETS;AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND AN ADDITIONAL 20 MINUTES,AND WITH THE FLAME FRONT NOT EXTENDING MORE THAN 10.5 FEET BEYOND THE CENTERLINE C. QUALIFICATION DATA: FOR INSTALLER AND TESTING AGENCY. 2. CLASS: 35. JOINT MOVEMENT RANGE WITHOUT COHESIVE/ADHESIVE FAILURE: PLUS 35 PERCENT TO MINUS 35 COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, PERCENT OF JOINT WIDTH. 1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OF THE BURNERS AT ANY TIME DURING THE TEST. D. WARRANTIES: SPECIAL WARRANTIES SPECIFIED IN THIS SECTION. 3. USES: NT,M,A,ANDD, 2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 1. KILN DRY LUMBER AND PLYWOOD AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 AND 15 PERCENT, 1.4 QUALITY ASSURANCE SEALANTS OR ADJACENT SURFACES. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. RESPECTIVELY. 4. MOISTURE CURING, NONSTAINING,NONBLEEDING. 2. FOR ITEMS INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, USE ORGANIC RESIN CHEMICAL FORMULATION. A. INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED INSTALLER WHO IS APPROVED OR LICENSED FOR 5. SHORE A HARDNESS: 25 MINIMUM,WHEN TESTED IN ACCORDANCE WITH ASTM C661. 3. PROVIDE CONCAVE JOINT CONFIGURATION PER FIGURE 5A IN ASTM C 1193,UNLESS OTHERWISE INDICATED. INSTALLATION OF ELASTOMERIC SEALANTS REQUIRED FOR THIS PROJECT. 1.14 FIELD QUALITY CONTROL PROJECT 3. MILL LUMBER AFTER TREATMENT WITHIN LIMITS SET FOR WOOD REMOVAL THAT DO NOT AFFECT LISTED B SOURCE LIMITATIONS: OBTAIN EACH TYPE OF JOINT SEALANT THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. 6. ACCEPTABLE PRODUCTS: FIRE-TEST-RESPONSE CHARACTERISTICS, USING A WOODWORKING SHOP CERTIFIED BY TESTING AND INSPECTING a. SIKA CORPORATION, INC.;SIKAFLEX-15LM. A. FIELD-ADHESION TESTING: FIELD TEST JOINT-SEALANT ADHESION TO JOINT SUBSTRATES AS FOLLOWS: CAPITAL ONE AGENCY, C. PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: SUBMIT TO JOINT-SEALANT MANUFACTURERS, FOR TESTING b. BASF SONNEBORN,DIVISION OF CHEMREX INC.;SONOLASTIC NP-1, 1. EXTENT OF TESTING: TEST COMPLETED ELASTOMERIC SEALANT JOINTS AS FOLLOWS: 4. MILL LUMBER BEFORE TREATMENT AND IMPLEMENT SPECIAL PROCEDURES DURING TREATMENT AND DRYING INDICATED BELOW,SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. a. PERFORM 10 TESTS FOR THE FIRST 1000 FEET OF JOINT LENGTH FOR EACH TYPE OF ELASTOMERIC SEALANT AND MATTITUCK, NY ME PROCESSES THAT PREVENT LUMBER FROM WARPING AND DEVELOPING DISCOLORATIONS FROM DRYING STICKS OR 1. USE MANUFACTURER'S STANDARD TEST METHOD TO DETERMINE WHETHER PRIMING AND OTHER SPECIFIC JOINT G. URETHANE-MULTICOMPONENT(DESIGNATION U MC): ASTM C920, TYPE M,GRADE NS. p 1. SEALANT CONTAINING MERCURY NOT ALLOWED. JOINT SUBSTRATE. 11700 MAIN ROAD OTHER CAUSES, MARRING,AND OTHER DEFECTS AFFECTING APPEARANCE OF TREATED WOODWORK. PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT b. PERFORM 1 TEST FOR EACH 1000 FEET OF JOINT LENGTH THEREAFTER OR 1 TEST PER EACH FLOOR PER 1.10 CABINET HARDWARE SUBSTRATES. 2. CLASS: 25. JOINT MOVEMENT RANGE WITHOUT COHESIVEJADHESIVE FAILURE: PLUS 25 PERCENT TO MINUS 25 ELEVATION. MATTITUCK, NY 11952 r� 2. SUBMIT NOT FEWER THAN EIGHT PIECES OF EACH TYPE OF MATERIAL, INCLUDING JOINT SUBSTRATES, SHIMS, PERCENT OF JOINT WIDTH. A CD A. FRAMELESS CONCEALED HINGES(EUROPEAN TYPE): BHMA A156.9, B01602, 135 DEGREES OF OPENING,SELF-CLOSING. JOINT SEALANT BACKINGS,SECONDARY SEALS,AND MISCELLANEOUS MATERIALS. 3. USES: NT,M,A,ANDD. 2. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB IN DRAWING C14B. BACK MOUNTED PULLS: BHMA A156.9, B02011. APPENDIX X1 IN ASTM C1193,AS APPROPRIATE FOR TYPE OF JOINT-SEALANT APPLICATION INDICATED. 1-7 xi 3. SCHEDULE SUFFICIENT TIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. 4. CHEMICAL CURING,NONSTAINING, NONBLEEDING. a. FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; DO THIS BY PROJECT SPECIFICATIONS U_ C. WIRE PULLS: BACK MOUNTED,SOLID METAL,9.84 INCHES LONG, 1.38 INCHES DEEP,AND 0.47 INCH IN DIAMETER. 4. FOR MATERIALS FAILING TESTS, OBTAIN JOINT-SEALANT MANUFACTURERS WRITTEN INSTRUCTIONS FOR CORRECTIVE 5. ACCEPTABLE PRODUCTS: EXTENDING CUT ALONG ONE SIDE,VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE 1. BASIS OF DESIGN: AMEROCK•SKU NO.BP19012SS. MEASURES INCLUDING USE OF SPECIALLY FORMULATED PRIMERS. o � � a, SIKA CORPORATION, INC.;SIKAFLEX-2C NS. SIDE. o D. CATCHES: MAGNETIC CATCHES,BHMA A156.9, 803141. D. PRODUCT TESTING: OBTAIN TEST RESULTS FOR"PRODUCT TEST REPORTS" PARAGRAPH IN"SUBMITTALS"ARTICLE FROM A b. PECORA CORPDRATION; DYNATROL II. 3. INSPECT JOINTS FOR COMPLETE FILL, FOR ABSENCE OF VOIDS, AND FOR JOINT CONFIGURATION COMPLYING WITH - IP o QUALIFIED TESTING AGENCY BASED ON TESTING CURRENT SEALANT FORMULATIONS WITHIN A 36-MONTH PERIOD SPECIFIED REQUIREMENTS. RECORD RESULTS IN A FIELD-ADHESION-TEST LOG. N E. ADJUSTABLE SHELF STANDARDS AND SUPPORTS: EHMA A156.9,B04071;WITH SHELF RESTS, B04081. PRECEDING THE COMMENCEMENT OF THE WORK. C. TREMCO; DYMERIC 511. 4. INSPECT TESTED JOINTS AND REPORT ON THE FOLLOWING: o � F. SHELF RESTS: BHMA A156.9, B04013;METAL. 1. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY QUALIFIED ACCORDING TO ASTM C1021 TO H. URETHANE-TRAFFIC BEARING(DESIGNATION U-TB): ASTM C920,TYPE M,GRADE P. 0 o G. DRAWER SLIDES: BHMA A1SEAL DATE 56.9. CONDUCT THE TESTING INDICATED,AS DOCUMENTED ACCORDING TO ASTM E548. 1. SEALANT CONTAINING MERCURY NOT ALLOWED. a. WHETHER SEALANTS IN JOINTS CONNECTED TO PULLED OUT PORTION FAILED TO ADHERE TO JOINT SUBSTRATES OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH TYPE OF PRODUCT AND JOINT 10/03/2016 cL a51. GRADE 1HD-100 AND GRADE 1HD-200: SIDE MOUNTED; FULL-EXTENSION TYPE; ZINC-PLATED-STEEL BALL-BEARING 2. TEST ELASTOMERIC JOINT SEALANTS FOR COMPLIANCE WITH REQUIREMENTS SPECIFIED BY REFERENCE TO 2. CLASS: 25, JOINT MOVEMENT RANGE WITHOUT COHESIVE/ADHESIVE FAILURE: PLUS 25 PERCENT TO MINUS 25 SUBSTRATE, COMPARE THESE RESULTS TO DETERMINE IF ADHESION PASSES SEALANT MANUFACTURER'S C) t6 SLIDES. ASTM C920,AND WHERE APPLICABLE,TO OTHER STANDARD TEST METHODS. PERCENT OF JOINT WIDTH. FIELD-ADHESION HAND-PULL TEST CRITERIA. PROJECT N0. 3516014• r o H. DOOR LOCKS: BHMA A156.11,E07121. 3. TEST ELASTOMERIC JOINT SEALANTS ACCORDING TO SWRI'S SEALANT VALIDATION PROGRAM FOR COMPLIANCE WITH 3. USES: T,M,AND 0. b. WHETHER SEALANTS FILLED JOINT CAVITIES AND ARE FREE OF VOIDS. .<<G��D ARC cn REQUIREMENTS SPECIFIED BY REFERENCE TO ASTM C920 FOR ADHESION AND COHESION UNDER CYCLIC MOVEMENT, �Gj �A7THE� yj� SCALE 1�_O��_1 4. CHEMICAL CURING NONSTAINING, NONBLEEDING. c. WHETHER SEALANT DIMENSIONS AND CONFIGURATIONS COMPLY WITH SPECIFIED REQUIREMENTS. �� s � � I. DRAWER LOCKS: BHMAA15E.11,EO7041. ADHESION-IN-PEEL AND INDENTATION HARDNESS. lV�o�P �9v � w g 5. SHORE A HARDNESS: 40 MINIMUM,WHEN TESTED IN ACCORDANCE WITH ASTM C661. 5. RECORD TEST RESULTS IN A FIELD ADHESION TEST LOG. INCLUDE DATES WHEN SEALANTS WERE INSTALLED, NAMES ,._ n �t DWG N0. Lu w J. DOOR AND DRAWER SILENCEERS: BHMA A156.16, L03011. 4. TEST OTHER JOINT SEALANTS FOR COMPLIANCE WITH REQUIREMENTS INDICATED BY REFERENCING STANDARD = Y OF PERSONS WHO INSTALLED SEALANTS, TEST DATES, TEST LOCATIONS, WHETHER JOINTS WERE PRIMED, .p 6. ACCEPTABLE PRODUCTS: z - K. EXPOSED HARDWARE FINISHES: FOR EXPOSED HARDWARE, PROVIDE FINISH THAT COMPLIES WITH BHMA A156.18 FOR BHMA SPECIFICATIONS AND TEST METHODS. RESULTS AND PERCENT ELONGATIONS,SEALANT FILL,SEALANT CONFIGURATION,AND SEALANT DIMENSIONS. ��� 0 FINISH NUMBER INDICATED. a. PECORA CORPDRATION;UREXPAN NR-200. o E. PRECONSTRUCTION FIELD ADHESION TESTING: BEFORE INSTALLING ELASTOMERIC SEALANTS, FIELD TEST THEIR ADHESION 6. REPAIR SEALANTS PULLED FROM TEST AREA BY APPLYING NEW SEALANTS FOLLOWING SAME PROCEDURES US G-01 o z TO PROJECT JOINT SUBSTRATES AS FOLLOWS: b. TREMCO;THC-901. '9 01842A �O 0 1. SATIN STAINLESS STEEL: BHMA 630. ORIGINALLY TO SEAL JOINTS. ENSURE THAT ORIGINAL SEALANT SURFACES ARE CLEAN AND THAT NEW S NT 11� F, m L. FOR CONCEALED HARDWARE, PROVIDE MANUFACTURER'S STANDARD FINISH THAT COMPLIES WITH PRODUCT CLASS 1. LOCATE TEST JOINTS WHERE INDICATED ON PROJECTOR, IF NOT INDICATED,AS DIRECTED BY ARCHITECT. I. PRINTABLE-SILYL-TERMINATED POLYETHER(DESIGNATION STPE): ASTM C920,TYPE S,GRADE NS. CONTACTS ORIGINAL SEALANT. CF Nt"' a' REQUIREMENTS IN BHMA A156,9, 2. CONDUCT FIELD TESTS FOR EACH APPLICATION INDICATED BELOW: 1. CLASS: 50. EVALUATION OF FIELD TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING OR NONCOM NCE CAD FILE NO M m 2 ") TTITUCK MA CD J WITH OTHER INDICATED REQUIREMENTS WILL BE CONSIDERED SATISFACTORY. REMOVE SEALANTS THAT FAIL TO ADHERE TO JOINT 3) 16 GAUGE INVERTED END CHANNELS WELDED TO BOTH FACE SHEETS. SUBSTRATES DURING TESTING OR TO COMPLY WITH OTHER REQUIREMENTS. RETEST FAILED APPLICATIONS UNTIL TEST RESULTS f. DOORS TO BE FACTORY FINISHED AND FINISH REQUIREMENTS, SECTION 084113-ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS PROVE SEALANTS COMPLY WITH INDICATED REQUIREMENTS, 4) 22 GAUGE STEEL STIFFENERS SPACED EVERY 6 INCHES APART WITH INJECTED POLYURETHANE FOAM. 1.3 DELIVERY,STORAGE,AND HANDLING 1.1 SUMMARY 1.15 CLEANING 5) EDGE CONSTRUCTION: SEAMLESS. A. COMPLY WITH REQUIRENENTS OF REFERENCED STANDARD AND MANUFACTURER'S WRITTEN INSTRUCTIONS. A. SECTION INCLUDES: A. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS AND 6) PRIMER: ELECTROSTATICALLY APPLIED PRIME BASE COAT. B. PACKAGE DOORS INDIVICUALLY IN PLASTIC BAGS OR CARDBOARD CARTONS. 1. INTERIOR STOREFRONT FRAMING. o WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH 7) PHYSICAL ENDURANCE TESTING: MEETS ANSI A250.4 PERFORMANCE TEST, LEVEL A (1,000,000 CYCLES) a �� JOINTS OCCUR. CLASS 1 STIFFNESS. 1.4 FIELD CONDITIONS 2. EXTERIOR MANUAL-SWING ENTRANCE DOORS, 0 0 1.16 PROTECTION b. EXTERIOR FRAMES: A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL DOORS UNTIL SPACES ARE ENCLOSED AND WEATHERTIGHT, 1.2 SUBMITTALS 1) MATERIAL: ZINC-IRON ALLOY-COATED GALVANNEALED STEEL,ASTM A 653,CLASS A60, MINIMUM 14 GAGE. WET WORK IN SPACES IS COMPLETE AND DRY, AND HVAC SYSTEM IS OPERATING AND MAINTAINING AMBIENT TEMPERATURE A. SUBMITTALS FOR REVIEW: A. PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES AND AND HUMIDITY CONDITIONS AT OCCUPANCY LEVELS DURING REMAINDER OF CONSTRUCTION PERIOD. 1. PRODUCT DATA:FOR EACH TYPE OF PRODUCT. FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO SEALANTS ARE WITHOUT 2) THERMALLY BROKEN FRAMES: CLIENT: DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL COMPLETION, IF, DESPITE SUCH PROTECTION, DAMAGE OR a) TYPE: CECO DOOR"SERIES SQT." SUBSTITUTIONS NOT PERMITTED. 1.5 WARRANTY a. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND DETERIORATION OCCURS, CUT OUT AND REMOVE DAMAGED OR DETERIORATED JOINT SEALANTS IMMEDIATELY SO 9 CONCEALED INTERIOR DOOR FRAMES A. SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP PROFILES,AND FINISHES. INSTALLATIONS WITH REPAIRED AREAS ARE INDISTINGUISHABLE FROM ORIGINAL WORK, 1. WITHIN SPECIFIED WARRANTY PERIOD. b, INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." 1.17 SCHEDULE C. MANUFACTURER: EZYJAMB USA(WEBSTER,NY;888-399 5262). 1. FAILURES INCLUDE,BUT ARE NOT LIMITED TO,THE FOLLOWING: 2. SHOP DRAWINGS: FOR ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS INCLUDE PLANS, ELEVATIONS, SECTIONS, A. ITEMS NOT TO BE SEALED: D. EZY-JAMB;SPLIT(ADJUSTABLE)FRAME WITH INTEGRAL PERFORATED TAPING FLANGES. a. WARPING(BOVI,CUP,OR TWIST)MORE THAN 1/4 INCH IN A 42-BY-84-INCH SECTION. FULL-SIZE DETAILS,AND ATTACHMENTS TO OTHER WORK. =' 1. JOINTS, PERIMETER, AND PENETRATION IN SOUND-RATED ASSEMBLIES. USE ACOUSTICAL SEALANT SPECIFIED IN E. MATERIAL: COLD-ROLLED STEEL,A 1008,MINIMUM 18 GAGE THICKNESS; MANUFACTURER'S STANDARD PRIME PAINT FINISH. b. TELEGRAPHING OF CORE CONSTRUCTION IN FACE VENEERS EXCEEDING 0.01 INCH IN A 3-INCH SPAN. a. INCLUDE DETAILS OF PROVISIONS FOR ASSEMBLY EXPANSION AND CONTRACTION AND FOR DRAINING MOISTURE "Engineering D.P. ./we engineersuccess 9 SECTION 098100. 2. WARRANTY INCLUDES INSTALLATION AND FINISHING THAT MAY BE REQUIRED DUE TO REPAIR OR REPLACEMENT OF OCCURRING WITHIN THE ASSEMBLY TO THE EXTERIOR. 116 West 32nd Street,12th Floor,New York,N.Y.10001 1,10 FRAME ANCHORS B. JOINTS SEALANT FOR INTERIOR LOCATIONS EXPOSED TO VIEW IN FINAL ASSEMBLY: A. JAMB ANCHORS: DEFECTIVE DOORS. b. INCLUDE FULL-SIZE ISOMETRIC DETAILS OF EACH VERTICAL-TO-HORIZONTAL INTERSECTION OF ALUMINUM P 212.643.9055 F 212.643.0503 www.mgedpc.net FRAMED ENTRANCES AND STOREFRONTS,SHOWING THE FOLLOWING: MEP ENGNEEI: WALL AND CEILING JOINTS SUBJECT TO MOVEMENT; DESIGNATION U-MC. 1. STUD-WALL TYPE: DESIGNED TO ENGAGE STUD,WELDED TO BACK OF FRAMES; NOT LESS THAN 0.042 INCH THICK. 3. WARRANTY PERIOD FOR SOLID-CORE INTERIOR DOORS: LIFE OF INSTALLATION. 2. WALL AND CEILING JOINTS NOT SUBJECT TO MOVEMENT: DESIGNATION AL. B. FLOOR ANCHORS: FORMED FROM SAME MATERIAL AS FRAMES,MINIMUM THICKNESS OF 0.042 INCH,AND AS FOLLOWS: 1.6 MANUFACTURERS 1) JOINERY,INCLUDING CONCEALED WELDS. 3. JOINTS AT DISSIMILAR MATERIALS NOT SUBJECT TO MOVEMENT: DESIGNATION AL. 1. ON-GROUND CONCRETE SLABS; CLIP-TYPE ANCHORS,WITH TWO HOLES TO RECEIVE FASTENERS. A. ACCEPTABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS, PROVIDE 2) ANCHORAGE, 4. JOINTS AT DISSIMILAR MATERIALS SUBJECT TC MOVEMENT; DESIGNATION U-MC. PRODUCT BY ONE OF THE MANUFACTURERS LISTED ALPHABETICALLY BELOW, IF NOT LISTED, SUBMIT AS SUBSTITUTION 3) EXPANSION PROVISIONS. 1.11 MATERIALS 5. FLOOR JOINTS: DESIGNATION U TB. ACCORDING TO CONDITICNS OF THE CONTRACT AND SECTION 012513: 4) GLAZING. A. COLD-ROLLED STEEL SHEET: ASTM A 1008/A 1008M, COMMERCIAL STEEL (CS), TYPE B; SUITABLE FOR EXPOSED 1. ALGOMA HARDWOODS, INC.(WWW.ALGOMAHARDWOODS.COM) 5) FLASHING AND DRAINAGE. 6. WALL AND CEILING JOINTS BETWEEN FRAMES AND THEIR ROUGH OPENINGS: DESIGNATION AL. APPLICATIONS, 2. EGGERS INDUSTRIES.(WWW.EGGERSINDUSTRIES.COM) c. SHOW CONNECTION TO AND CONTINUITY WITH ADJACENT THERMAL,WEATHER,AIR,AND VAPOR BARRIERS, 7. WALL AND CEILING JOINTS BETWEEN FRAMES AND ADJOINING SURFACES: DESIGNATION AL. B. HOT-ROLLED STEEL SHEET: ASTM A 101l/A 1011 M, COMMERCIAL STEEL(CS), TYPE B; FREE OF SCALE, PITTING, OR SURFACE 3. LYNDEN DOOR(WWW.LYNDENDOOR.COM) 3. ENTRANCE DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER SUPERVISION OF SUPPLIER, DETAILING 8. INTERIOR SANITARY JOINTS: JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING FLOOR, WALL AND CEILING DEFECTS;PICKLED AND OILED. SURFACES; JOINTS BETWEEN BACK SPLASHES AND WALL SUBSTRATES AND BETWEEN BACK SPLASHES AND 4. MARSHFIELD DOOREYSTEMS, INC.(WWW.MARSHFlELDDOORS.COM) FABRICATION AND ASSEMBLY OF ENTRANCE DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. C. FRAME ANCHORS: ASTM A 879/A 879M,COMMERCIAL STEEL CS),04Z COATING DESIGNATION; MILL PHOSPHATIZED. COORDINATE FINAL ENTRANCE DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE COUNTERTOPS: DESIGNATION SS. ( 5. OSHKOSH DOOR CO.(WWW,OSHKOSHDOOR.COM) 9. SEALANT AROUND INTERIOR PERIMETER OF STOREFRONT AND WINDOW FRAME: DESIGNATION P-STPE. 1. FOR ANCHORS BUILT INTO EXTERIOR WALLS, STEEL SHEET COMPLYING WITH ASTM A 1008/A 1008M OR 6. VANCOUVER DOOR COMPANY(WWW.VAN000VERDOORCO.COM) PROPER SIZE,THICKNESS,HAND, FUNCTION,AND FINISH OF ENTRANCE DOOR HARDWARE, C. JOINT SEALANT SCHEDULE FOR EXTERIOR LOCATIONS: ASTM A 1011/A 1011M, HOT-DIP GALVANIZED ACCORDING TO ASTM A 153/A 153M,CLASS B. B. INFORMATIONAL SUBMITTALS: 7. VT INDUSTRIES, INC.(WWW.VTINDUSTRIES.COM) 1WALL JOINTS: D. INSERTS, BOLTS,AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO ASTM A 153/A 153M. 1.7 FLUSH WOOD DOORS,GEIJERAL 1. QUALIFICATION DATA: FOR INSTALLER. 1.12 FABRICATION. 2. PRODUCT TEST REPORTS: FOR ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS, FOR TESTS PERFORMED BY a. BORDERED ON BOTH SIDES BY POROUS MATERIAL(MASONRY): DESIGNATION S-GP. A. QUALITY STANDARD: -IN ADDITION TO REQUIREMENTS SPECIFIED, COMPLY WITH WDMA LSA-A, "ARCHITECTURAL WOOD MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING AGENCY. b. BORDERED ON BOTH SIDES BY NONPOROUS BUILDING MATERIAL (COATED AND UNCOATED METALS, ANODIZED A. FABRICATE HOLLOW-METAL WORK TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO FLUSH DOORS." 3. SOURCE QUALITY-CONTROL REPORTS, ALUMINUM): DESIGNATION S-GP. REQUIRED SIZES AND PROFILES, WITH MINIMUM RADIUS FOR METAL THICKNESS, WHERE PRACTICAL, FIT AND ASSEMBLE 1. WDMA I.S.1 A PERFORMANCE GRADE: HEAVY DUTY. UNITS IN MANUFACTURER'S PLANT. TO ENSURE PROPER ASSEMBLY AT PROJECT SITE, CLEARLY IDENTIFY WORK THAT C. CLOSEOUT SUBMITTALS: c. BORDERED IN ONE SIDE WITH POROUS BUILDING MATERIAL (MASONRY) AND OTHER SIDE BY NONPOROUS CANNOT BE PERMANENTLY FACTORY ASSEMBLED BEFORE SHIPMENT. 2. WOOD VENEER FACE: CLOSED GRAIN HARDWOOD,OF QUALITY SUITABLE FOR OPAQUE FINISH, BUILDING MATERIAL: DESIGNATION S-GP. 3. CORE: PARTICLEBOARD. 1. MAINTENANCE DATA: FOR ALUMINUM FRAMED ENTRANCES AND STOREFRONTS TO INCLUDE IN MAINTENANCE 2. PERIMETER OF PENETRATION THROUGH WALLS: DESIGNATION S-GP. B. FABRICATE CONCEALED STIFFENERS AND EDGE CHANNELS FROM EITHER COLD-OR HOT-ROLLED STEEL SHEET. MANUALS. C. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW METAL WORK TO RE4. CONSTRUCTION: FIVE PLIES. STILES AND RAILS ARE BONDED TO CORE, THEN ENTIRE UNIT IS ABRASIVE PLANED 1.3 QUALITY ASSURANCE 3. JOINTS AND PERIMETER OF PENETRATIONS IN HORIZONTAL PEDESTRIAN AND VEHICLE TRAFFIC SURFACES: RECEIVE TEMPLATED MORTISED HARDWARE; BEFORE VENEERING, DESIGNATION U-TB. INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING,AND TAPPING ACCORDING TO SDI A250.6,THE DOOR HARDWARE AINSTALLER QUALIFICATIONS: AN ENTITY THAT EMPLOYS INSTALLERS AND SUPERVISORS WHO ARE TRAINED AND APPROVED SCHEDULE,AND TEMPLATES. 1.8 FABRICATION BY MANUFACTURER.. 4. JOINTS(EXPOSED AND CONCEALED)IN SECTION 076000: DESIGNATION S GP. 1. REINFORCE DOORS AND FRAMES TO RECEIVE NONTEMPLATED, MORTISED,AND SURFACE-MOUNTED DOOR HARDWARE. A. FACTORY FIT DOORS TD SUIT FRAME-OPENING SIZES INDICATED. COMPLY WITH CLEARANCE REQUIREMENTS OF B. PREINSTALLATION CONFERENCE:CONDUCT CONFERENCE AT PROJECT SITE. 5. TYPICAL EXTERIOR PAINITABLE JOINT SEALANT: DESIGNATION P STPE. 2. COMPLY WITH APPLICABLE REQUIREMENTS IN SDI A250.6 AND BHMA A156.115 FOR PREPARATION OF HOLLOW-METAL REFERENCED QUALITY STANDARD FOR FITTING UNLESS OTHERWISE INDICATED, WORK FOR HARDWARE. B. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED, LOCATE HARDWARE TO COMPLY WITH 1.4 WARRANTY DIVISION 08.OPENINGS 1.13 FINISH DHI-WDHS-3. COMPLY YVITH FINAL HARDWARE SCHEDULES, DOOR FRAME SHOP DRAWINGS, BHMA-156.115-W, AND A. MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS SECTION 081113-HOLLOW METAL DOORS AND FRAMES A. EXTERIOR UNITS: HARDWARE TEMPLATES. THAT DO NOT COMPLY WITH REQUIREMENTS OR THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY 1.1 SUMMARY 1. USE ZINC RICH PRIMER TO TOUCH-UP GALVANIZED AND GALVANNEALED COATINGS DAMAGED DURING FABRICATION. PERIOD. A. SECTION INCLUDES: FACTORY MACHINING.1. COORDINATE WITH HARDWARE MORTISES IN METAL FRAMES TO VERIFY DIMENSIONS AND ALIGNMENT BEFORE 1. FAILURES INCLUDE, BUT ARE NOT LIMITED T0,THE FOLLOWING: 2. APPLY MODIFIED EPDXY ESTER BAKED-ON PRIMER TO RECEIVE EPDXY/URETHANE COATING SYSTEM SPECIFIED IN 1.9 FINISHING a. STRUCTURAL FAILURES INCLUDING, BUT NOT LIMITED TO, EXCESSIVE DEFLECTION. 1. INTERIOR AND EXTERIOR HOLLOW METAL DOORS AND FRAMES. SECTION 099714. b. NOISE OR VIBRATION CREATED BY WIND AND THERMAL AND STRUCTURAL MOVEMENTS. 2. CONCEALED INTERIOR DOOR FRAMES. A. GENERAL: COMPLY WITH REFERENCED QUALITY STANDARD FOR FACTORY FINISHING. COMPLETE FABRICATION, INCLUDING B. INTERIOR UNITS: MANUFACTURER'S STANDARD RUST INHIBITIVE DIRECT TO METAL EPDXY ESTER PRIMER. c. DETERIORATION OF METALS, METAL FINISHES,AND OTHER MATERIALS BEYOND NORMAL WEATHERING.FITTING DOORS FOR OPENINGS AND MACHINING FOR HARDWARE THAT IS NOT SURFACE APPLIED, BEFORE FINISHING. 1.2 DEFINITIONS 1.14 EXAMINATION 1. FACTORY PRIME FINISH DOORS. d. WATER PENETRATION THROUGH FIXED GLAZING AND FRAMING AREAS. A. MINIMUM THICKNESS: MINIMUM THICKNESS OF BASE METAL WITHOUT COATINGS ACCORDING TO NAAMM-HMMA 803 OR A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS a. FINISH FACES,ALL FOUR EDGES, EDGES OF CUTOUTS,AND MORTISES. e. FAILURE OF OPERATING COMPONENTS. SDI A250.8. COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE, NOTIFY THE ARCHITECT IN WRITING 1.10 EXAMINATION 2. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.3 COORDINATION OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK, A. COORDINATE ANCHORAGE INSTALLATION FOR HOLLOW-METAL FRAMES. FURNISH SETTING DRAWINGS, TEMPLATES, AND B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES A. EXAMINE DOORS AND INSTALLED DOOR FRAMES,WITH INSTALLER PRESENT,BEFORE HANGING DOORS, 1.6 MATERIALS DIRECTIONS FOR INSTALLING ANCHORAGES, INCLUDING SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, AND ITEMS WITH ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 1. VERIFY THAT INSTALLED FRAMES COMPLY WITH INDICATED REQUIREMENTS FOR TYPE, SIZE, LOCATION, AND SWING A. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER FOR TYPE OF USE AND FINISH INDICATED.INTEGRAL ANCHORS. DELIVER SUCH ITEMS TO PROJECT SITE IN TIME FOR INSTALLATION. 1.15 PREPARATION CHARACTERISTICS AfJDHAVE BEEN INSTALLED WITH LEVEL HEADS AND PLUMB JAMBS. 1. SHEET AND PLATE: ASTM 8209. 1.4 SUBMITTALS A. REMOVE WELDED-IN SHIPPING SPREADERS INSTALLED AT FACTORY, RESTORE EXPOSED FINISH BY GRINDING, FILLING, AND 2. REJECT DOORS WITH DEFECTS. 2. EXTRUDED BARS, RODS,PROFILES,AND TUBES: ASTM B221.3. EXTRUDED STRUCTURAL PIPE AND TUBES: ASTM B429/B 429M. A. SUBMITTALS FOR REVIEW: DRESSING,AS REQUIRED TO MAKE REPAIRED AREA SMOOTH, FLUSH,AND INVISIBLE ON EXPOSED FACES. B. PROCEED WITH INSTALLATON ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B. DRILL AND TAP DOORS AND FRAMES TO RECEIVE NONTEMPLATED, MORTISED,AND SURFACE-MOUNTED DOOR HARDWARE. 1.11 INSTALLATION 4. STRUCTURAL PROFILES: ASTM B308/B308M. STEEL REINFORCEMENT: MANUFACTURER'S STANDARD ZINC-RICH, CORROSION-RESISTANT PRIMER COMPLYING WITH INSTRUCTIONS AND A. INSTALLATION INSTRUCTIDNS: INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN B. a. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE-RESISTANCE RATINGS, 1.16 INSTALLATION AND FINISHES. REFERENCED QUALITY STANDARD,AND AS INDICATED. SSP[-PS GUIDE NO. 12,00; APPLIED IMMEDIATELY AFTER SURFACE PREPARATION AND PRETREATMENT. SELECT SURFACE PREPARATION METHODS ACCORDING TO RECOMMENDATIONS IN SSPC-SP COM, AND PREPARE SURFACES ACCORDING TO 2. SHOP DRAWINGS: INCLUDE THE FOLLOWING: A. GENERAL: INSTALL HOLLOW-METAL WORK PLUMB, RIGID, PROPERLY ALIGNED,AND SECURELY FASTENED IN PLACE. COMPLY WITH DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS, B. FACTORY-FITTED DOORS: 4LIGN IN FRAMES FOR UNIFORM CLEARANCE AT EACH EDGE. APPLICABLE SSPC STANDARD. a. ELEVATIONS OF EACH DOOR TYPE. B. HOLLOW-METAL FRAMES: INSTALL HOLLOW-METAL FRAMES OF SIZE AND PROFILE INDICATED. COMPLY WITH SDI A250.11 OR C. RESTORE PRIME FINISH BEFORE INSTALLATION IF FITTING OR MACHINING IS REQUIRED AT PROJECT SITE, 1. STRUCTURAL SHAPES, PLATES,AND BARS: ASTM A36/A36M. b. DETAILS OF DOORS,INCLUDING VERTICAL-AND HORIZONTAL-EDGE DETAILS AND METAL THICKNESSES. NAAMM-HMMA 840 AS REQUIRED BY STANDARDS SPECIFIED. 1.12 ADJUSTING 2. COLD-ROLLED SHEET AND STRIP: ASTM A1008/A1008M. c. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILES AND METAL THICKNESSES. 1. SET FRAMES ACCURATELY IN POSITION; PLUMBED,ALIGNED,AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE A. OPERATION: REHANG OR REPLACE DOORS THAT DO NOT SWING OR OPERATE FREELY. 3. HOT-ROLLED SHEET AND STRIP: ASTM A1011/A1011 M. d. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE. SET. AFTER WALL CONSTRUCTION IS COMPLETE, REMOVE TEMPORARY BRACES, LEAVING SURFACES SMOOTH AND g FINISHED DOORS: REPLACE DOORS THAT ARE DAMAGED OR THAT DO NOT COMPLY WITH REQUIREMENTS, DOORS MAY BE 1.7 MANUFACTURERS f. DETAILS OF ANCHORAGES,JOINTS, FIELD SPLICES,AND CONNECTIONS. e. DETAILS OF EACH DIFFERENT WALL JG CONDITION. UNDAMAGED.a, INSTALL DOOR SILENCERS IN FRAMES. REPAIRED OR REFINISHED IF WORK COMPLIES WITH REQUIREMENTS AND SHOWS NO EVIDENCE OF REPAIR OR REFINISHING A. DESIGN BASIS: CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY KAWNEER CO., INC.(WWW.KAWNEER.COM). FIELD g. DETAILS OF ACCESSORIES. b. REMOVE TEMPORARY BRACES NECESSARY FOR INSTALLATION ONLY AFTER FRAMES HAVE BEEN PROPERLY SET B. EQUIVALENT PRODUCTS BY FOLLOWING MANUFACTURERS ARE ACCEPTABLE: h. DETAILS OF CONDUIT AND PREPARATIONS FOR POWER,SIGNAL,AND CONTROL SYSTEMS. AND SECURED. SECTION 083113-ACCESS DOORS AND FRAMES 1. EFCO CORPORATION.(WWW.EF000ORP.COM) c. CHECK PLUMB,SQUARE,AND TWIST OF FRAMES AS WALLS ARE CONSTRUCTED. SHIM AS NECESSARY TO COMPLY 1.1 SUMMARY 2. OLDCASTLE BUILDINGENVELOPE.(WWW.OLDCASTLEBE.COM) 1TISSUED FOR PERMIT AND BID 02/01/17 NF B. INFORMATIONAL SUBMITTALS WITH INSTALLATION TOLERANCES. A. SECTION INCLUDES: 3. TUBELITE, INC. (WWW.TUBELITEINC.COM) 1. PRODUCT TEST REPORTS: FOR EACH TYPE OF HOLLOW-METAL DOOR AND FRAME ASSEMBLY, FOR TESTS PERFORMED 2. FLOOR ANCHORS: PROVIDE FLOOR ANCHORS FOR EACH JAMB AND MULLION THAT EXTENDS TO FLOOR, AND SECURE 1. ACCESS DOOR AND FRAME FOR EXTERIOR SOFFIT SURFACE, 4. YKK AP AMERICA, INC.(WWW.YKKAP.COM) NO. REVISION DATE BY BY A QUALIFIED TESTING AGENCY. WITH POSTINSTALLED EXPANSION ANCHORS. a. FLOOR ANCHORS MAY BE SET WITH POWER-ACTUATED FASTENERS INSTEAD OF POSTINSTALLED EXPANSION 1.2 SUBMITTALS C. SOURCE LIMITATIONS: OBTAIN ALL COMPONENTS OF ALUMINUM-FRAMED ENTRANCE AND STOREFRONT SYSTEM, INCLUDING 1.5 DELIVERY,STORAGE,AND HANDLING -- ANCHORS IF SO INDICATED AND APPROVED ON SHOP DRAWINGS. A. SUBMITTALS FOR REVIEW: FRAMING AND ACCESSORIES, FROM SINGLE MANUFACTURER. A. DELIVER HOLLOW-METAL WORK PALLETIZED, PACKAGED, OR CRATED TO PROVIDE PROTECTION DURING TRANSIT AND 3. METAL-STUD PARTITIONS: SOLIDLY PACK MINERAL-FIBER INSULATION INSIDE FRAMES, 1, PRODUCT DATA: FOR EACH TYPE OF ACCESS DOOR AND FRAME INDICATED. 1.8 FRAMING,STOREFRONT AND PUCNHED OPENINGS +,�► PROJECT SITE STORAGE. DO]NOT USE NONVENTED ELASTIC. tecture B. DELIVER WELDED FRAMES WITH TWO REMOVABLE SPREADER BARS ACROSS BOTTOM OF FRAMES, TACK WELDED TO JAMBS 4. INSTALLATION TOLERANCES: ADJUST HOLLOW METAL DOOR FRAMES FOR SQUARENESS, ALIGNMENT, TWIST, AND 2. SHOP DRAWINGS:INC_UDE PLANS, ELEVATIONS,SECTIONS, DETAILS,AND ATTACHMENTS TO OTHER WORK. A. FRAMING MEMBERS: MANUFACTURER'S EXTRUDED- OR FORMED-ALUMINUM FRAMING MEMBERS OF THICKNESS REQUIRED i \rc i AND MULLIONS. PLUMB TO THE FOLLOWING TOLERANCES: 1.3 MANUFACTURERS AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS.C. STORE HOLLOW-METAL WORK VERTICALLY UNDER COVER AT PROJECT SITE WITH HEAD UP, PLACE ON MINIMUM 4-INCH- a. SQUARENESS: PLUS OR MINUS 1/16 INCH, MEASURED AT DOOR RABBET ON A LINE 90 DEGREES FROM JAMB A. ACCEPTABLE MANUFACTURERS: 1. DESIGN BASIS: KAWNEER COMPANY INC."TRIFAB®VG 450"STOREFRONT SYSTEM, HIGH WOOD BLOCKING, PROVIDE PERPENDICULAR TO FRAME HEAD. 2. SYSTEM DIMENSIONS: 13/4 INCH BY4-1/2INCH NOMINAL DIMENSION TPG ARCHITECTURE, MINIMUM 1/4-INCH SPACE BETWEEN EACH STACKED DOOR TO PERMIT AIR CIRCULATION. 1. ACUDOR PRODUCTS, INC.(WWW.ACUDOR.COM) , LLP 1.6 MANUFACTURERS b. ALIGNMENT: PLUS OR MINUS 1/16 INCH, MEASURED AT JAMBS ON A HORIZONTAL LINE PARALLEL TO PLANE OF 3. GLASS: CENTER. WALL. 2. BABCOCK-DAVIS,INC.(WWW.BAB000KDAVIS.COM) 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: c. TWIST: PLUS OR MINUS 1/16 INCH, MEASURED AT OPPOSITE FACE CORNERS OF JAMBS ON PARALLEL LINES,AND 3. J.L.INDUSTRIES.(WWW.JLINDUSTRIES.COM) B. BACKER PLATES: MANUFACTURER'S STANDARD, CONTINUOUS BACKER PLATES FOR FRAMING MEMBERS, IF NOT INTEGRAL, 631.547.7300 1 TPGARCHITECTURE.COM 1. BASIS OF DESIGN: [ECO DOOR PRODUCTS. PERPENDICULAR TO PLANE OF WALL. 4. KARP ASSOCIATES, INC.(WWW.KARPINC.COM) WHERE FRAMING ABUTS ADJACENT CONSTRUCTION. 2. d. PLUMBNESS: PLUS OR MINUS 1/16 INCH, MEASURED AT JAMBS AT FLOOR. C. REINFORCING MEMBERS: ALUMINUM, NONMAGNETIC STAINLESS STEEL, OR NICKEUCHROME-PLATED STEEL COMPLYING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN CURRIES COMPANY. 5. MILCOR.(WWW.MILCORINC.COM) WITH ASTM B 456 FOR TYPE SC 3 SEVERE SERVICE CONDITIONS, OR ZINC-COATED STEEL OR IRON COMPLYING WITH AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 3. FLEMING-BARON DOOR PRODUCTS, 5. INSTALL CONCEALED FRAMES SECURELY ANCHORED TO THE LUMBER BUCKS. 6. NYSTROM, INC.(WWWNYSTROM.COM) ASTM B 633 FOR SC 3 SEVERE SERVICE CONDITIONS; PROVIDE SUFFICIENT STRENGTH TO WITHSTAND DESIGN PRESSURE PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 4. STEELCRAFT. C. HOLLOW-METAL DOORS: FIT HOLLOW-METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES SPECIFIED BELOW. B. SUBSTITUTIONS: UNDER PROVISIONS OF DIVISION 01. INDICATED. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 1.9 ENTRANCE DOORS B. SOURCE LIMITATIONS: OBTAIN HOLLOW-METAL WORK FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. 1.4 MATERIALS SHIM AS NECESSARY. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, ENTRANCE OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 1. NON-FIRE-RATED STEEL DOORS: A. ANCE DOORS: GLAZED ENTRANCE DOORS FOR MANUAL-SWING OPERATION. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED A.1.7 INTERIOR DOORS AND FRAMES a. BETWEEN DOOR AND FRAME JAMBS AND HEAD: 1l8 INCH PLUS OR MINUS 1/32 INCH. A. GALVANIZED STEEL SHEET:ASTM A653/A653M,STRUCTURAL QUALITY.CC LEVEL 2. AGREEMENT. c. AT BOTTOM OF DOOR: 3/4 INCH PLUS OR MINUS 1/32 INCH. 3-1l2 INCH VERTICAL STILE). CONSTRUCT INTERIOR DOORS AND FRAMES TO COMPLY WITH THE STANDARDS INDICATED FOR MATERIALS, FABRICATION, b. BETWEEN EDGES OF PAIRS OF DOORS. 1!8 INCH T01/4 INCH PLUS OR MINUS 1/32 INCH. 1.5 FABRICATION 1. DESIGN BASIS: KAWNEER COMPANY INC.; SERIES 350 MEDIUM STILE (10 INCH BOTTOM RAIL, 3-1/2 INCH TOP RAIL, BY TPG ARCHITECTURE LLP UNDER THIS HARDWARE LOCATIONS, HARDWARE REINFORCEMENT,TOLERANCES,AND CLEARANCES,AND AS SPECIFIED. A. FABRICATE DOOR FRAME 0=STEEL SHEET: 2. DOOR CONSTRUCTION: 1 3/4 INCH OVERALL THICKNESS, WITH MINIMUM 0.125 INCH THICK, EXTRUDED ALUMINUM PROJECT B. HEAVY-DUTY DOORS AND FRAMES: SDI Ad. BETWEEN DOOR FACE AND STOP: 1/16 INCH TO 1/8 INCH PLUS OR MINUS 1/32 INCH. 1. DOORS: MINIMUM 16 G4GE. TUBULAR RAIL AND STILE MEMBERS. 1. PHYSICAL PERFORMANCE:: LEVEL B ACCORDING TO SDI A250.4. 2. FABRICATE FRAMES WITH FLANGE TYPE TO SUIT INSTALLATION CONDITIONS. a. MECHANICALLY FASTEN CORNERS WITH REINFORCING BRACKETS THAT ARE DEEPLY PENETRATED AND FILLET CAPITAL ONE 1.16 ADJUSTING AND CLEANING 2. DOORS:� �A a. TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE, A. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE ITEMS IMMEDIATELY BEFORE FINAL INSPECTION. 3. HINGES: CONTINUOUS PIANO. WELDED OR THAT INCORPORATE CONCEALED TIE RODS. MATTITUCK, NY GLAZING STOPS AND GASKETS: SQUARE,SNAP-ON, EXTRUDED-ALUMINUM STOPS AND PREFORMED GASKETS. LEAVE WORK IN COMPLETE AND PROPER OPERATING CONDITION, REMOVE AND REPLACE DEFECTIVE WORK, INCLUDING B. WELD,FILL,AND GRIND JOINTS TO FLUSH AND SQUARE APPEARANCE. 3. 1 1700 MAIN ROAD N b. THICKNESS: 1-3/4 INCHES, HOLLOW-METAL WORK THAT IS WARPED, BOWED,OR OTHERWISE UNACCEPTABLE. a. PROVIDE NONREMOVABLE GLAZING STOPS ON OUTSIDE OF DOOR. c. FACE: UNCOATED,C C. 1. WARE: MATTITUCK NY 11952 OLD-ROLLED STEEL SHEET, MINIMUM THICKNESS OF 0.0421NCH. B. PRIME-COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS OF PRIME COAT AND 1. CONTINUOUS STEEL HINGES, 180 DEGREE OPENING. 1.10 ENTRANCE DOOR HARDWARE � CN d. EDGE CONSTRUCTION: MODEL 1,FULL FLUSH. APPLY TOUCHUP OF COMPATIBLE AIR-DRYING, RUST-INHIBITIVE PRIMER, 2. KEYED CYLINDER LATCH. FURNISH FOUR KEYS PER DOOR. A. GENERAL: PROVIDE ENTRANCE DOOR HARDWARE AND ENTRANCE DOOR HARDWARE SETS INDICATED IN DOOR AND FRAME DRAWING e. CORE: MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, POLYSTYRENE, POLYURETHANE, SCHEDULE FOR EACH ENTRANCE DOOR TO COMPLY WITH REQUIREMENTS IN THIS SECTION. � POLYISOCYANURATE_, MINERAL-BOARD,OR'✓ERTICALSTEEL-STIFFENER CORE AT MANUFACTURER'S DISCRETION. 1.6 FINISHES f. CORE: KRAFT PAPER HONEYCOMB, ENTRANCE DOOR HARDWARE SETS: PROVIDE QUANTITY, ITEM, SIZE, FINISH OR COLOR INDICATED, AND PRODUCTS PROJECT SPECIFICATIONS SECTION 081416•FLUSH WOOD DOORS 1.A. EXTERIOR DOORS:HOT DIP 3ALVANIZED,G90 COATING CLASS. COMPLYING WITH BHMA STANDARD REFERENCED, 3. FRAMES: 1.7 INSTALLATION 2. A. SECTION INCLUDES; INTERFACE WITH OTHER BUILDING CONTROL SYSTEMS INDICATED. ° SEQUENCE OF OPERATION: PROVIDE ELECTRIFIED DOOR HARDWARE FUNCTION, SEQUENCE OF OPERATION, AND - � a. MATERIALS: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF 0.053 INCH, A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ACCESS DOORS AND FRAMES. 1. SOLID-CORE DOORS WITH PAINT-GRADE WOOD-VENEER FACES. 3. OPENING FORCE REQUIREMENTS: b. CONSTRUCTION: FULL PROFILE WELDED. B. SET FRAMES ACCURATELY N POSITION AND ATTACH SECURELY TO SUPPORTS WITH PLANE OF FACE PANELS ALIGNED WITH N 4,EXPOSED FINISH: PRIME. 2. FACTORY FINISH FLUSH WOOD DOORS. ADJACENT FINISH SURFACES. a. EGRESS DOORS: NOT MORE THAN 15 LBF TO RELEASE THE LATCH AND NOT MORE THAN 30 LBF TO SET THE DOOR N 3. FACTORY FITTING FLUSH WOOD DOORS TO FRAMES AND FACTORY MACHINING FOR HARDWARE. 1.8 EXTERIOR HOLLOW-METAL DOORS AND FRAMES C. INSTALL DOORS FLUSH WITH ADJACENT FINISH SURFACES OR RECESSED TO RECEIVE FINISH MATERIAL. IN MOTION AND NOT MORE THAN 15 LBF TO OPEN THE DOOR TO ITS MINIMUM REQUIRED WIDTH. 45 1.2 SUBMITTALS B. HARDWARE ITEMS: SEAL DATE A. CONSTRUCT EXTERIOR DOORS AND FRAMES TO CONPLY WITH THE STANDARDS INDICATED FOR MATERIALS, FABRICATION, 1.8 ADJUSTING AND CLEANING 10/03/2016 HARDWARE LOCATIONS, HARDWARE REINFORCEMENT TOLERANCES,AND CLEARANCES,AND AS SPECIFIED. A. SUBMITTALS FOR REVIEW 1. HINGES:REFER TO DRAWINGS PROJECT N0. 3516014-00 A. ADJUST DOORS AND HARDVI'ARE AFTER INSTALLATION FOR PROPER OPERATION. 2. CLOSERS: REFER TO DRAWINGS �Ft�ED ARC B. HEAVY-DUTY DOORS AND FRAMES: SDI A250.8, LEVEL 2. 1. PRODUCT DATA: FOR EACH TYPE OF DOOR. INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION. g MpTTHEh h/ SCALE 2. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; B. REMOVE AND REPLACE DOORS AND FRAMES THAT ARE WARPED, BOWED,OR OTHERWISE DAMAGED. 3. EXIT DEVICE: REFER TO DRAWINGS ��o�Q�� sf �� 1 -0 -1 -0 w g B.PHYSICAL PERFORMANCE' LEVEL B ACCORDING TO SDI A250.4. 4. CYLINDERS:REFER TO DRAWINGS c "' "' CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA;AND THE FOLLOWING: - DWG N0. Y a. EXTERIOR DOORS: UL ENVIRONMENT UL ISR 102 STANDARD. 1) DOOR SERIES AND CORE: [ECO DOOR"TRIO E/POLYURETHANE&STEEL STIFFENED: a. DIMENSIONS AND LOCATIONS OF BLOCKING. 5. EXIT DEVICE PULLS: REFER TO DRAWINGS --- - -* O b. DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE. 6. THRESHOLD: REFER TO DRAWINGS. C::, z a) U-FACTOR,CALCULATED: 0.09(ASTM C518). r. b) U-FACTOR OPERABLE: 0.29(ASTM C1363). c. DIMENSIONS AND LOCATIONS OF CUTOUTS. 7. WEATHERSTRIPPING: MEETING STILES ON PAIRS OF DOORS EQUIPPED WITH AN ADJUSTABLE ASTRAGAL UTILIZING , qj e�ea2Q yOQ°° d. UNDERCUTS. WOOL PILE WITH POLYMERIC FIN. F Q G-01 1 . 0 0 m CaFN 2) FACE SHEETS: '16 GAUGE,GALVANNEALED. a. COMPRESSION WEATHER STRIPPING AT FIXED STOPS. co e. REQUIREMENTS FOR VENEER MATCHING. U) J CAD FILE NO. PAGE C7 MATTITUCK-G-011.DWG #of# 8. SILL SWEEP STRIPS: EPDM BLADE GASKET SVVEEP STRIP IN AN ALUMINUM EXTRUSION APPLIED TO THE INTERIOR A. THIS SECTION INCLUDES THE FOLLOWING: REFERENCED GLAZING PUBLICATIONS. 1, FABRICATION PROCESS: BY HORIZONTAL (ROLLER-HEARTH) PROCESS WITH ROLL-WAVE DISTORTION PARALLEL TO EXPOSED SURFACE OF THE BOTTOM RAIL WITH CONCEALED FASTENERS, 1. COMMERCIAL DOOR HARDWARE. B. GLASS THICKNESSES; INDICATED BY THICKNESS DESIGNATIONS IN MILLIMETERS ACCORDING TO ASTM C 1036. BOTTOM EDGE OF GLASS AS INSTALLED UNLESS OTHERWISE INDICATED. 1.11 ALUMINUM PANELS 1.2 SUBMITTALS C. INTERSPACE; SPACE BETWEEN LITES OF AN INSULATING-GLASS UNIT. 2. FOR UNCOATED GLASS,COMPLY WITH REQUIREMENTS FOR CONDITION A. A. TYPE: ALUMINUM SHEET, 1/8 INCH THICK, SUITABLY REINFORCED ON CONCEALED SURFACE FOR SURFACE FLATNESS, OR 1.3 SUBMITTALS 3. FOR COATED VISION GLASS,COMPLY WITH REQUIREMENTS FOR CONDITION C(OTHER COATED GLASS). O 0�� o o �� PREFABRICATED SANDWICH PANELS AT MANUFACTURER'S OPTION. A. SUBMITTALS FOR REVIEW: �1. SURFACE FLATNESS: 0.01!i-INCH MAXIMUM DEVIATION WHEN MEASURED WITH 6 INCH RULE. 1. PRODUCT DATA; INCLUDE INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS A. SUBMITTALS FOR REVIEW: 1.13 INSULATING GLASS UNITS 5zhe AND PROFILES,AND FINISHES. 1. PRODUCT DATA: FOR EACH GLASS PRODUCT AND GLAZING MATERIAL INDICATED. A. INSULATING-GLASS UNITS: FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A 2. SQUARENESS; 0.002-INCH MAXIMUM FOR EACH INCH OF LENGTH AT PANEL EDGE. 2. GLAZING SCHEDULE: LIST GLASS TYPES AND THICKNESSES FOR EACH SIZE OPENING AND LOCATION. USE SAME DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190, AND COMPLYING WITH OTHER REQUIREMENTS 2. DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER, DETAILING FABRICATION AND 3. ANCHORAGE: ALLOW FOR EXPANSION AND CONTRACTION,TO MINIMIZE OIL CANNING AND DISTORTION. ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. COORDINATE THE FINAL DOOR DESIGNATIONS INDICATED ON DRAWINGS. SPECIFIED. 1.12 GLAZING HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, THICKNESS, HAND, 1. SEALING SYSTEM: DUAL SEAL,WITH MANUFACTURER'S STANDARD PRIMARY AND SECONDARY. CLIENT: A. GLAZING GASKETS: MANUFACTURER'S STANDARD SEALED-CORNER PRESS URE-GLAZINFUNCTION,AND FINISH OF DOOR HARDWARE. B. INFORMATIONAL SUBMITTALS;G SYSTEM OF BLACK, RESILIENT , 2. SPACER: MANUFACTURER'S STANDARD SPACER MATERIAL AND CONSTRUCTION. a. FORMAT; COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DHI'S"SEQUENCE AND FORMAT FOR 1. COORDINATE FIRST ARAGRAPH BELOW WITH QUALIFICATION REQUIREMENTS IN SECTION 014000 "QUALITY ELASTOMERIC GLAZING GASKETS,SETTING BLOCKS,AND SHIMS OR SPACERS. a. COLOR: AS SELECTED BY ARCHITECT. 441 THE HARDWARE SCHEDULE." REQUIREMENTS" AND AS SUPPLEMENTED IN "QUALITY ASSURANCE" ARTICLE. RETAIN SECOND OPTION ONLY IF � B. GLAZING: COMPLY WITH SECTION 088000, RETAINING SPUTTER-COATED, LOW-E-COATED, INSULATING-GLASS UNITS IN PART 2 AND PRODUCTS LISTED ARE THOSE 3. DESICCANT; MOLECULAR SIEVE OR SILICA GEL,OR BLEND OF BOTH. / 1, --, b. ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS INDICATING OF A MANUFACTURER WITH A CERTIFIED FABRICATOR PROGRAM. WHEN THIS SECTION WAS UPDATED, GUARDIAN 11)I ,.n...��--. C. GLAZING SEALANTS: COMPLY WITH SECTION 088000. COMPLETE DESIGNATIONS OF EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. INDUSTRIES CORP.ANC PPG INDUSTRIES HAD CERTIFIED FABRICATOR PROGRAMS. 4. COATING: LOW-E. 1.13 ACCESSORIES 1) ORGANIZE DOOR HARDWARE SETS IN SAME ORDER AS IN THE DOOR HARDWARE SCHEDULE AS INDICATED ON 1.14 GLAZING GASKETS L:JlEngineering D.P.C./we engineersuccess THE DRAWINGS. 2. QUALIFICATION DATA: FOR INSTALLERS. 116 West 32nd Street,12th Floor,New York,N.Y.10001 A. FASTENERS AND ACCESSORIES: MANUFACTURER'S STANDARD CORROSION-RESISTANT, NONSTAINING, NONBLEEDING A. DENSE COMPRESSION GASKETS: MOLDED OR EXTRUDED GASKETS OF PROFILE AND HARDNESS REQUIRED TO MAINTAIN P 212.643.9055 F 212.643.0503 www.mgedpc.net FASTENERS AND ACCESSORIES COMPATIBLE WITH ADJACENT MATERIALS. c. CONTENT: INCLUDE THE FOLLOWING INFORMATION: 3. RETAIN FIRST PARAGRAPH BELOW FOR PRODUCT CERTIFICATES FROM MANUFACTURERS.1) TYPE,STYLEFUNCTIONSIZELABELHANDAND FINISH OF EACH DOOR HARDWARE ITEM4. PRODUCT CERTIFICATES: FOR GLASS AND GLAZING PRODUCTSFROM MANUFACTURER. WATERTIGHT SEAL,MADE FROM ONE OF THE FOLLOWING: IEP ENG NEER:USE SELF-LOCKING DEVICES WHERE FASTENERS ARE SUBJECT TO LOOSENING OR TURNING OUT FROM THERMAL AND , , , , , . , 1, EPDM COMPLYING WITH ASTM C 864. C�EER: STRUCTURAL MOVEMENTS,WIND LOADS,OR VIBRATION. 2) MANUFACTURER OF EACH ITEM. 5. PRODUCT TEST REPORTS; BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING 2. SILICONE COMPLYING WITH ASTM C 1115. 2. REINFORCE MEMBERS AS REQUIRED TO RECEIVE FASTENER THREADS, 3) FASTENINGS AND OTHER PERTINENT INFORMATION. AGENCY, FOR INSULATING GLASS. 4) LOCATION OF EACH DOOR HARDWARE SET,CROSS-REFERENCED TO DRAWINGS, BOTH ON FLOOR PLANS AND 6. PRECONSTRUCTION ADHESION AND COMPATIBILITY TEST REPORT. 3. THERMOPLASTIC POLYOLEFIN RUBBER COMPLYING WITH ASTM C 1115. 3, USE EXPOSED FASTENERS WITH COUNTERSUNK PHILLIPS SCREW HEADS, FABRICATED FROM 304 SERIES STAINLESS IN DOOR AND FRAME SCHEDULE, 1.15 GLAZING SEALANTS STEEL. 7, WARRANTIES: SAMPLEOF SPECIAL WARRANTIES. 5) EXPLANATION OF ABBREVIATIONS,SYMBOLS,AND CODES CONTAINED IN SCHEDULE. 1,4 QUALITY ASSURANCE A. GENERAL: B. ANCHORS: THREE-WAY ADJUSTABLE ANCHORS WITH MINIMUM ADJUSTMENT OF 1 INCH THAT ACCOMMODATE FABRICATION 6) MOUNTING LOCATIONS FOR DOOR HARDWARE. AND INSTALLATION TOLERANCES IN MATERIAL AND FINISH COMPATIBLE WITH ADJOINING MATERIALS AND RECOMMENDED BY A. INSTALLER QUALIFICATIONS A QUALIFIED INSTALLER WHO EMPLOYS GLASS INSTALLERS FOR THIS PROJECT WHO ARE 1. COMPATIBILITY: PROVIDE GLAZING SEALANTS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH OTHER MANUFACTURER. 7) DOOR AND FRAME SIZES AND MATERIALS. MATERIALS THEY WILL CONTACT, INCLUDING GLASS PRODUCTS, SEALS OF INSULATING-GLASS UNITS, AND GLAZING CERTIFIED UNDER THE NATIONAL GLASS ASSOCIATION'S CERTIFIED GLASS INSTALLER PROGRAM. CHANNEL SUBSTRATES, UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT 1. CONCRETE INSERTS; HOT-DIP GALVANIZED CAST-IRON, MALLEABLE-IRON, OR STEEL INSERTS COMPLYING WITH ASTM A d. SUBMITTAL SEQUENCE: SUBMITTALS ARE TO BE USED FOR INSTALLATION PURPOSES ONLY, MATERIAL PROVIDED B GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. 123/A 123M ORASTM A 153/A 153M REQUIREMENTS. BY WACHOVIA'S NATIONAL ACCOUNT PROVIDER. ORGANIZATIONS BELOW, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. REFER TO THESE PUBLICATIONS FOR 3. KEYING SCHEDULE: PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER, DETAILING OWNER'S FINAL KEYING GLAZING TERMS NOT OTHERNISE DEFINED IN THIS SECTION OR IN REFERENCED STANDARDS. 2. SUITABILITY: COMPLY WITH SEALANT AND GLASS MANUFACTURERS'WRITTEN INSTRUCTIONS FOR SELECTING GLAZING C. CONCEALED FLASHING: MANl1FACTURER'S STANDARD CORROSION-RESISTANT, NONSTAINING, NONBLEEDING FLASHING SEALANTS SUITABLE FOR APPLICATIONS INDICATED AND FOR CONDITIONS EXISTING AT TIME OF INSTALLATION. COMPATIBLE WITH ADJACENT MATERIALS, INSTRUCTIONS FOR LOCKS, INCLUDE SCHEMATIC KEYING DIAGRAM AND INDEX EACH KEY SET TO UNIQUE DOOR 1IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, "NORTH AMERICAN GLAZING GUIDELINES FOR SEALED , D. BITUMINOUS PAINT: COLD-AP?LIED ASPHALT-MASTIC PAINT COMPLYING WITH SSPC-PAINT 12 REQUIREMENTS EXCEPT DESIGNATIONS. INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE." 3. COLORS OF EXPOSED GLAZING SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. CONTAINING NO ASBESTOS, FORMULATED FOR 30-MIL THICKNESS PER COAT. B. QUALIFICATION DATA: IF REQUESTED BY ARCHITECT, FOR FIRMS AND PERSONS SPECIFIED IN "QUALITY ASSURANCE" C. SAFETY GLAZING LABELING: WHERE SAFETY GLAZING LABELING IS INDICATED, PERMANENTLY MARK GLAZING WITH B. GLAZING SEALANT; NEUTRAL-CURING SILICONE GLAZING SEALANT COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, 1.14 SYSTEM FABRICATION ARTICLE. CERTIFICATION LABEL OF THE SGCC. LABEL SHALL INDICATE MANUFACTURER'S NAME, TYPE OF GLASS, THICKNESS, AND CLASS 100/50,USE NT. 1. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND SAFETY GLAZING STANDARDWITH WHICH GLASS COMPLIES. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE THE FOLLOWING; A. TAKE ACCURATE FIELD MEASUREMENTS TO VERIFY REQUIRED DIMENSIONS PRIOR TO FABRICATION. OTHER INFORMATION SPECIFIED. B. LOCATION OF EXPOSED JOINTS IS SUBJECT TO ARCHITECT'S ACCEPTANCE. D. INSULATING-GLASS CERTIFICATION PROGRAM: PERMANENTLY MARKED EITHER ON SPACERS OR ON AT LEAST ONE a, DOW CORNING CORPORATION;790. C. MAINTENANCE DATA: FOR EACH TYPE OF DOOR HARDWARE TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN COMPONENT LITE OF UNITS 1VITH APPROPRIATE CERTIFICATION LABEL OF IGCC. 1.16 MISCELLANEOUS GLAZING MATERIALS C. PROVIDE RIGID, THERMAL BREAK ISOLATORS TO PREVENT EXTERIOR AND INTERIOR ALUMINUM FRAMING MEMBERS FROM DIVISION 01, E. PREINSTALLATION CONFEREVCE: CONDUCT CONFERENCE AT PROJECT SITE. BEING IN CONTACT WITH EACH OTHER. A. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE COMPLYING WITH REFERENCED GLAZING STANDARD, D. WARRANTIES: SPECIAL WARRANTIES SPECIFIED IN THIS SECTION. 1. REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, INSTALLER'S PERSONNEL, REQUIREMENTS OF MANUFACTURERS OF GLASS AND OTHER GLAZING MATERIALS FOR APPLICATION INDICATED,AND WITH A D. FABRICATE COMPONENTS IN ACCORD WITH APPROVED SHOP DRAWINGS, REMOVE BURRS AND EASE EDGES. SHOP 1.3 QUALITY ASSURANCE FABRICATE TO GREATEST EXTENT PRACTICABLE TO MINIMIZE FIELD CUTTING, SPLICING, AND ASSEMBLY. DISASSEMBLE EQUIPMENT,AND FACILTIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. PROVEN RECORD OF COMPATIBILITY WITH SURFACES CONTACTED IN INSTALLATION. ONLY TO EXTENT NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. A. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED DOOR HARDWARE SIMILAR IN MATERIAL, 2. REVIEW TEMPORARY PROTECTION REQUIREMENTS FOR GLAZING DURING AND AFTER INSTALLATION. B. CLEANERS, PRIMERS,AND SEALERS: TYPES RECOMMENDED BY SEALANT OR GASKET MANUFACTURER. E. STEEL COMPONENTS: DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A 1,5 PRECONSTRUCTION TESTING C. SETTING BLOCKS: ELASTOMERIC MATERIAL WITH A SHORE,TYPE A DUROMETER HARDNESS OF 85, PLUS OR MINUS 5, RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. 1. CLEAN SURFACES AFTER FABRICATION AND IMMEDIATELY PRIOR TO APPLICATION OF PRIMER IN ACCORD WITH B. SUPPLIER QUALIFICATIONS: WACHOVIA'S NATIONAL ACCOUNT PROVIDER. A. PRECONSTRUCTION ADHESION AND COMPATIBILITY TESTING: TEST EACH GLAZING MATERIAL TYPE, TAPE SEALANT, GASKET, D. SPACERS: ELASTOMERIC BLOCKS OR CONTINUOUS EXTRUSIONS OF HARDNESS REQUIRED BY GLASS MANUFACTURER TO SSPC-SP2 OR SSPC-SP3 AT MANUFACTURER'S OPTION. GLAZING ACCESSORY, AND 3LASS-FRAMING MEMBER FOR ADHESION TO AND COMPATIBILITY WITH ELASTOMERIC GLAZING MAINTAIN GLASS LITES IN PLACE FOR INSTALLATION INDICATED, 2. APPLY SPECIFIED SHOP COAT PRIMER IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS TO PROVIDE 2.0 MINIMUM 1. SCHEDULING RESPONSIBILITY: PREPARATION OF DOOR HARDWARE AND KEYING SCHEDULES. SEALANTS. E. EDGE BLOCKS: ELASTOMERIC MATERIAL OF HARDNESS NEEDED TO LIMIT GLASS LATERAL MOVEMENT(SIDE WALKING). DRY FILM THICKNESS. C. SOURCE LIMITATIONS: OBTAIN EACH TYPE AND VARIETY OF DOOR HARDWARE FROM A SINGLE MANUFACTURER, UNLESS 1. TESTING WILL NOT BE REQUIRED IF DATA ARE SUBMITTED BASED ON PREVIOUS TESTING OF CURRENT SEALANT F. CYLINDRICAL GLAZING SEALANT BACKING: ASTM C 1330, TYPE 0(OPEN-CELL MATERIAL), OF SIZE AND DENSITY TO CONTROL F. FABRICATE COMPONENTS TRUE TO DETAIL AND FREE FROM DEFECTS IMPAIRING APPEARANCE,STRENGTH OR DURABILITY. OTHERWISE INDICATED, PRODUCTS AND GLAZING MATERIALS MATCHING THOSE SUBMITTED. GLAZING SEALANT DEPTH AND OTHERWISE PRODUCE OPTIMUM GLAZING SEALANT PERFORMANCE. D. STANDARDS: COMPLY WITH BHMA A 156 SERIES STANDARDS, GRADE 1, UNLESS OTHERWISE INDICATED BY MANUFACTURER 2. USE ASTM C 1087 TO DETERMINE WHETHER PRIMING AND OTHER SPECIFIC JOINT-PREPARATION TECHNIQUES ARE 1.17 FABRICATION OF GLAZING UNITS G. FABRICATE COMPONENTS TO .ALLOW FOR ACCURATE AND RIGID FIT OF JOINTS AND CORNERS. MATCH COMPONENTS DESIGNATIONS. REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF GLAZING SEALANTS TO GLASS, TAPE SEALANTS, GASKETS, AND CAREFULLY ENSURING CONTINUITY OF LINE AND CESIGN. ENSURE JOINTS AND CONNECTIONS WILL BE FLUSH AND AND FACE FABRICATE GLAZING UNITS IN SIZES REQUIRED TO FIT OPENINGS INDICATED FOR PROJECT, WITH EDGE E WEATHER-TIGHT. ENSURE SLIP JOINTS MAKE FULL,TIGHT CONTACT AND ARE WEATHER-TIGHT. E. REGULATORY REQUIREMENTS: COMPLY WITH PROVISIONS OF THE FOLLOWING: GLAZING CHANNEL SUBSTRATES. CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING WITH WRITTEN INSTRUCTIONS E PRODUCT H. REINFORCE COMPONENTS AS REQUIRED AT ANCHORAGE AND SUPPORT POINTS, AT JOINTS, AND AT ATTACHMENT POINTS 1. WHERE INDICATED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS, COMPLY WITH AMERICANS WITH DISABILITIES ACT 3. TEST NO FEWER THAN EIGHT SAMPLES OF EACH TYPE MATERIAL, INCLUDING JOINT SUBSTRATES, SHIMS, SEALANT MANUFACTURERAND REFERENCED GLAZING PUBLICATIONS,TO COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. FOR INTERFACING WORK. (ADA),"ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES(ADAAG),"AND/ORANSI A117.1,AS FOLLOWS: BACKINGS,SECONDARY'SEALS,AND MISCELLANEOUS MATERIALS. 1.18 MONOLITHIC-GLASS TYPES I. PROVIDE STRUCTURAL REINFORCING WITHIN FRAMING MEMBERS WHERE REQUIRED TO MAINTAIN RIGIDITY AND a. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES: SHAPE THAT IS EASY TO GRASP WITH ONE 4. SCHEDULE SUFFICIENTTIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. HAND AND DOES NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING,OR TWISTING OF THE WRIST. A. GLASS TYPE: CLEAR FLOAT GLASS AND FULLY TEMPERED FLOAT GLASS AS INDICATED. ACCOMMODATE DESIGN LOADS, 5. FOR MATERIALS FAILING TESTS, SUBMIT SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CORRECTIVE J. SYSTEM DESIGN AND SEALANTSTO ACCOMMODATE IN-ERNAL WEEP AND DRAINAGE SYSTEM NOT VISIBLE TO THE EXTERIOR. b. DOOR CLOSERS: COMPLY WITH THE FOLLOWING MAXIMUM OPENING-FORCE REQUIREMENTS INDICATED: MEASURES INCLUDING THE USE OF SPECIALLY FORMULATED PRIMERS. 1. THICKNESS: 6.0 MM. , 1) INTERIOR HINGED DOORS: 5 LBF APPLIED PERPENDICULAR TO DOOR, 1.6 DELIVERY,STORAGE,AND HANDLING 2. PROVIDE SAFETY GLAZING LABELING. K. HEAD AND SILL EXTRUSIONS .ACT AS GUTTER AND WEEP WATER TO EXTERIOR; DO NOT PENETRATE SECTIONS WITH c. THRESHOLDS: NOT MORE THAN 112 INCH HIGH. BEVEL RAISED THRESHOLDS WITH A SLOPE OF NOT MORE THAN 1.19 INSULATING-GLASS TYPES FASTENERS. A. PROTECT GLAZING MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. PREVENT DAMAGE TO GLASS L. ALLOW FOR ADEQUATE CLEARANCE AROUND PERIMETER OF SYSTEM TO ENABLE PROPER INSTALLATION AND FOR THERMAL 1:2. AND GLAZING MATERIALS FROM CONDENSATION,TEMPERATURE CHANGES,DIRECT EXPOSURE TO SUN,OR OTHER CAUSES. A. GLASS TYPE: COMPLY WITH REQUIREMENTS AS INDICATED BY DESIGNATIONS IN DRAWING GLAZING SCHEDULE. 4 DOOR HARDWARE MOVEMENT WITHIN SYSTEM. 1. 1.7 PROJECT CONDITIONS 1.20 EXAMINATION M. SEPARATE DISSIMILAR METALS WITH PROTECTIVE COATING OR PREFORMED SEPARATORS TO PREVENT CONTACT AND A. SCHEDULED DOOR HARDWARE: PROVIDE DOOR HARDWARE ACCORDING TO DOOR HARDWARE SETS INDICATED THE ON THE A. ENVIRONMENTAL LIMITATIOVS; DO NOT PROCEED WITH GLAZING WHEN AMBIENT AND SUBSTRATE TEMPERATURE A. EXAMINE FRAMING,GLAZING CHANNELS,AND STOPS,WITH INSTALLER PRESENT,FOR COMPLIANCE WITH THE FOLLOWING: CORROSION. DRAWINGS. MANUFACTURERS'NAMES MAYBE ABBREVIATED, CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY GLAZING MATERIAL MANUFACTURERS AND WHEN GLAZING CHANNEL 1,5 FABRICATION SUBSTRATES ARE WET FROM RAIN, FROST,CONDENSATION,OR OTHER CAUSES. 1. MANUFACTURING AND INSTALLATION TOLERANCES, INCLUDING THOSE FOR SIZE, SQUARENESS, AND OFFSETS AT N. PROVIDE SPECIAL SHAPES AND FILLER PIECES WITH TIGHT CORNERS. CORNERS. 0. ENTRANCE DOOR FRAMES: REINFORCE AS REQUIRED TO SUPPORT LOADS IMPOSED BY DOOR OPERATION AND FOR A. BASE METALS: FURNISH METALS OF A QUALITY EQUAL TO OR GREATER THAN THAT OF SPECIFIED DOOR HARDWARE UNITS 1, DO NOT INSTALL GLAZIIJG SEALANTS WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS 2. PRESENCE AND FUNCTIONING OF WEEP SYSTEMS. INSTALLING ENTRANCE DOOR HARDWAREAND BHMA A156.18 FOR FINISHES. DO NOT FURNISH MANUFACTURER'S STANDARD MATERIALS IF DIFFERENT FROM PERMITTED BY SEALANT MANUFACTURER OR BELOW 40 DEG F. SPECIFIED STANDARD. 3. MINIMUM REQUIRED FACE AND EDGE CLEARANCES. P. PAIRS OF ENTRANCE DOORS: REINFORCE DOORS AS REQUIRED FOR INSTALLING ENTRANCE DOOR HARDWARE. 1.8 WARRANTY B. FASTENERS: PHILLIPS FLAT-HEAD SCREWS WITH FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE, UNLESS A. MANUFACTURER'S SPECIAL WARRANTY ON INSULATING GLASS: MANUFACTURER'S STANDARD FORM IN WHICH 4. EFFECTIVE SEALING BETWEEN JOINTS OF GLASS-FRAMING MEMBERS, 1. SLIDING-TYPE WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP AND MORTISED INTO DOOR EDGE. OTHERWISE INDICATED. PROVIDE STEEL MACHINE OR WOOD SCREWS OR STEEL THROUGH BOLTS FOR FIRE-RATED INSULATING-GLASS MANUFACTURER AGREES TO REPLACE INSULATING-GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. Q. ENTRANCE DOOR HARDWARE INSTALLATION: FACTORY INSTALL ENTRANCE DOOR HARDWARE TO THE GREATEST EXTENT APPLICATIONS. WARRANTY PERIOD. DETERIORATION OF INSULATING GLASS IS DEFINED AS FAILURE OF HERMETIC SEAL UNDER NORMAL POSSIBLE. CUT, DRILL,AND TAF'FOR FACTORY-INSTALLED ENTRANCE DOOR HARDWARE BEFORE APPLYING FINISHES. C. FASTENERS FOR WOOD DOORS: COMPLY WITH REQUIREMENTS OF DHI WDHS.2, "RECOMMENDED FASTENERS FOR WOOD USE THAT IS NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING INSULATING GLASS CONTRARY TO 1.21 PREPARATION R. AFTER FABRICATION, CLEARLY MARK COMPONENTS TO IDENTIFY THEIR LOCATIONS IN PROJECT ACCORDING TO SHOP DOORS." MANUFACTURER'S WRITTEN INSTRUCTIONS. EVIDENCE OF FAILURE IS THE OBSTRUCTION OF VISION BY DUST, MOISTURE,OR A. CLEAN GLAZING CHANNELS AND OTHER FRAMING MEMBERS RECEIVING GLASS IMMEDIATELY BEFORE GLAZING, REMOVE DRAWINGS. D. FINISHES: COMPLY WITH BHMA A156,18 WITH BASE MATERIAL AND FINISH REQUIREMENTS INDICATED ON DRAWINGS. FILM ON INTERIOR SURFACES OF GLASS, COATINGS NOT FIRMLY BONDED TO SUBSTRATES. 1.15 ALUMINUM FINISHES 1. WARRANTY PERIOD: 10YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. EXAMINE GLAZING UNITS TO LOCATE EXTERIOR AND INTERIOR SURFACES. LABEL OR MARK UNITS AS NEEDED SO THAT 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 1.6 INSTALLATION 1.9 MANUFACTURERS EXTERIOR AND INTERIOR SURFACES ARE READILY IDENTIFIABLE. DO NOT USE MATERIALS THAT WILL LEAVE VISIBLE MARKS A. INTERIOR: AAMA 611,ARCHITECTURAL CLASS II ANODI2ED TO 0.0004 INCH MINIMUM THICKNESS,CLEAR, A. EXAMINE DOORS AND FRAMES FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES, LABELED FIRE IN THE COMPLETED WORK. N0. REVISION DATE BY B. EXTERIOR: AAMA 2605, FLUOROPOLYMER COATING CONTAINING MINIMUM 70 PERCENT PVDF RESINS. DOOR ASSEMBLY CONSTRUCTION, WALL AND FLOOR CONSTRUCTION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. A. ACCEPTABLE MANUFACTURERS: 1.22 GLAZING,GENERAL 1. COLOR SPECIFIED IN DRAWING EXTERIOR FINISH SCHEDULE. EXAMINE ROUGHING-IN FOR ELECTRICAL POWER SYSTEMS TO VERIFY ACTUAL LOCATIONS OF WIRING CONNECTIONS 1. EQUIVALENT PRODUCTS BY FOLLOWING MANUFACTURERS ARE ACCEPTABLE; A. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER7P_Ik�� Vchl i BEFORE ELECTRIFIED DOOR HARDWARE INSTALLATION. a. GUARDIAN INDUSTRIES CORP,(WWW.GUARDIAN.COM) GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED 1.16 EXAMINATION tecture B. STEEL DOOR AND FRAME PREPARATION: COMPLY WITH DHI A115 SERIES. DRILL AND TAP DOORS AND FRAMES FOR b. OLDCASTLE BUILDINGENVELOPE.(WWW.OLDCASTLEBE.COM) GLAZING PUBLICATIONS. A. EXAMINE AREAS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND SURFACE-APPLIED HARDWARE ACCORDING TO SDI 107. c. PILKINGTON ARCHITECTURAL.(WWW.PILKINGTON.COM) B. ADJUST GLAZING CHANNEL DIMENSIONS AS REQUIRED BY PROJECT CONDITIONS DURING INSTALLATION TO PROVIDE OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. C. WOOD DOOR PREPARATION: COMPLY WITH DHI Al 15-W SERIES. d, PPG INDUSTRIES, INC.(HTTP:/NUWW.PPG.COM/) NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. D. MOUNTING HEIGHTS: COMPLY WITH THE FOLLOWING REQUIREMENTS,UNLESS OTHERWISE INDICATED: e. VIRACON, INC.(WWW.VIRACON.COM) REASONABLE TOLERANCES. 1.17 INSTALLATION 1. STANDARD STEEL DOORS AND FRAMES: DHI'S "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR 1.10 PERFORMANCE REQUIREMENTS C. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT TPG ARCHITECTURE, LLP A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S NSTRUCTIONS AND APPLICABLE PROVISIONS OF AAMA ALUMINUM STANDARD STEEL DOORS AND FRAMES." SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS IS GLASS WITH EDGE DAMAGE OR OTHER 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 CURTAIN WALL DESIGN GUIDE VANUAL, A. GENERAL; INSTALLED GLAZNG SYSTEMS SHALL WITHSTAND NORMAL THERMAL MOVEMENT AND WIND AND IMPACT LOADS IMPERFECTIONS THAT,WHEN INSTALLED,COULD WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE. 631.647.7300 1 TPGARCHITECTURE.COM 2. WOOD DOORS: DHI WDHS.3,"RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS." (WHERE APPLICABLE) WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: D. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY B. ALIGN ASSEMBLIES PLUMB AND LEVEL,FREE OF WARP OR TWIST,ALIGNING WITH ADJACENT WORK. E. ADJUST AND REINFORCE ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION, DRILL DEFECTIVE MANUFACTURE, =ABRICATION, OR INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT C. TOLERANCES: AND COUNTERSINK UNITS THAT ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND AND AIRTIGHT;DETERIORATIDN OF GLAZING MATERIALS;OR OTHER DEFECTS IN CONSTRUCTION. PRECONSTRUCTIONTESTING. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ANCHORS ACCORDING TO INDUSTRY STANDARDS. B. DELEGATED DESIGN: DESIGN GLASS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS ACCORDING TO ICC'S E. INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 1. LIMIT VARIATIONS FROM PLUMB AND LEVEL; INTERNATIONAL BUILDING CODE BYA QUALIFIED PROFESSIONAL ENGINEER, USING THE FOLLOWING DESIGN CRITERIA: UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER, SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE a. 1/8-INCH IN 20'-0"VERTICALLY AND HORIZONTALLY. F. THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORS IN FULL BED OF SEALANT COMPLYING WITH SUITABLE FOR HEEL BEAD. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND b. 1/4-INCH IN 40'-0"EITHER DIRECTION. REQUIREMENTS SPECIFIED IN SECTION JOINT SEALANTS. 1. PROBABILITY OF BREAKAGE FOR SLOPED GLAZING: FOR GLASS SURFACES SLOPED MORE THAN 15 DEGREES FROM F. DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 001 DESIGN GLASS FOR A PROBABILITY OF BREAKAGE NOT GREATER THAN 0. . 2. LIMIT OFFSETS IN THEORETICAL END-TO-END AND EDGE-TO-EDGE ALIGNMENT; G. INITIAL ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE VERTICAL, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, G. PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES. PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. 2. MAXIMUM LATERAL DEFLECTION: FOR GLASS SUPPORTED ON ALL FOUR EDGES,LIMIT CENTER-OF-GLASS DEFLECTION OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED a. 1/16-INCH WHERE SURFACES ARE FLUSH OR LESS THAN 1/2 INCH OUT OF FLUSH AND SEPARATED BY NOT MORE ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT AND AT DESIGN WIND PRESSURE TO NOT MORE THAN 1/50 TIMES THE SHORT-SIDE LENGTH OR 1 INCH,WHICHEVER IS LESS. 1. LOCATE SPACERS DIRECTLY OPPOSITE EACH OTHER ON BOTH INSIDE AND OUTSIDE FACES OF GLASS. INSTALL BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. THAN 2 INCHES. TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS. CORRECT SIZE AND SPACING TO PRESERVE REQUIRED FACE CLEARANCES, UNLESS GASKETS AND GLAZING TAPES ARE b. 1/8-INCH FOR SURFACES SEPARATED BY MORE THAN 2 INCHES. C. THERMAL MOVEMENTS: ALLOW FOR THERMAL MOVEMENTS FROM AMBIENT AND SURFACE TEMPERATURE CHANGES ACTING USED THAT HAVE DEMONSTRATED ABILITY TO MAINTAIN REQUIRED FACE CLEARANCES AND TO COMPLY WITH SYSTEM PROJECT 1, SPRING HINGES: ADJUST TO ACHIEVE POSITIVE LATCHING WHEN DOOR IS ALLOWED TO CLOSE FREELY FROM AN OPEN ON GLASS FRAMING MEMBERS AND GLAZING COMPONENTS. PERFORMANCE REQUIREMENTS. 3, STEP IN FACE: 1/16-INCH MAXIMUM. POSITION OF 30 DEGREES. 1. TEMPERATURE CHANGE: 120 DEG F,AMBIENT; 180 DEG F, MATERIAL SURFACES. CAPITAL ONE 4. JOG IN ALIGNMENT: 1/16-INCH MAXIMUM. 2. DOOR CLOSERS: ADJUST SWEEP PERIOD SO THAT, FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR WILL TAKE AT 2. PROVIDE 1/8 INCH MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUAL TO SEALANT WIDTH. WITH LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH,MEASURED TO THE LEADING EDGE OF THE DOOR. 1.11 GLASS PRODUCTS,GENERAL GLAZING TAPE,USE THICKNESS SLIGHTLY LESS THAN FINAL COMPRESSED THICKNESS OF TAPE, MATTITU C K 5. LOCATION: 1/4 INCH MAXIMUM DEVIATION OF ANYMEMBER AT ANY LOCATION. A. THICKNESS: WHERE GLASS THICKNESS IS INDICATED, IT IS A MINIMUM. PROVIDE GLASS LITES IN THICKNESSES AS NEEDED H. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING , NY 7 6. TOLERANCES ARE NOT ACCUMULATIVE. H. SIX-MONTH ADJUSTMENT; APPROXIMATELY SIX MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION, INSTALLER SHALL TO COMPLY WITH REQUIREMENTS INDICATED. CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED 11700 MAIN ROAD u', PERFORM THE FOLLOWING: D. PROVIDE ATTACHMENTS AND SHIMS TO PERMANENTLY FASTEN SYSTEM TO BUILDING STRUCTURE. 1. EXAMINE AND READJUST EACH ITEM OF DOOR HARDWARE AS NECESSARY TO ENSURE FUNCTION OF DOORS, DOOR 1. MINIMUM GLASS THICKNESS: NOT LESS THAN 6.0 MM. GLAZING PUBLICATIONS, MATTITU CK, NY 11952 E. ANCHOR SECURELY IN PLACE,ALLOWING FOR REQUIRED MOVEMENT,INCLUDING EXPANSION AND CONTRACTION. HARDWARE,AND ELECTRIFIED DOOR HARDWARE. B. STRENGTH: WHERE FLOAT GLASS IS INDICATED, PROVIDE ANNEALED FLOAT GLASS, KIND HS HEAT-TREATED FLOAT GLASS, I, SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN,DRAW,BOW,AND SIMILAR CHARACTERISTICS. o OR KIND FT HEAT-TREATED FLOAT GLASS. WHERE HEAT-STRENGTHENED GLASS IS INDICATED, PROVIDE KIND HS J. SQUARE CUT WEDGE-SHAPED GASKETS AT CORNERS AND INSTALL GASKETS IN A MANNER RECOMMENDED BY GASKET DRAWING F. SEPARATE DISSIMILAR MATERIALS AT CONTRACT POINTS, INCLUDING METAL IN CONTACT WITH MASONRY OR CONCRETE 2. CONSULT WITH AND INSTRUCT OWNER'S PERSONNEL ON RECOMMENDED MAINTENANCE PROCEDURES, HEAT-TREATED FLOAT GLASS OR KIND FT HEAT-TREATED FLOAT GLASS. WHERE FULLY TEMPERED GLASS IS INDICATED, MANUFACTURER TO PREVENT CORNERS FROM PULLING AWAY; SEAL CORNER JOINTS AND BUTT JOINTS WITH SEALANT SURFACES,WITH PROTECTIVE COATING OR PREFORMED SEPARATORS TO PREVENT CONTACT AND ELECTROLYTIC ACTION. 3. REPLACE DOOR HARDWARE ITEMS THAT HAVE DETERIORATED OR FAILED DUE TO FAULTY DESIGN, MATERIALS, OR PROVIDE KIND FT HEAT-TREATED FLOAT GLASS. RECOMMENDED BY GASKET MANUFACTURER, PROJECT SPECIFICATIONS a5 G. SET SILL MEMBERS IN BED OF: SEALANT. SET OTHER MEMBERS WITH INTERNAL SEALANTS AND BAFFLES TO PROVIDE INSTALLATION OF DOOR HARDWARE UNITS. C. THERMAL AND OPTICAL PERFORMANCE PROPERTIES: PROVIDE GLASS WITH PERFORMANCE PROPERTIES SPECIFIED, AS 1.23 CLEANING AND PROTECTION m mi WEATHER-TIGHT CONSTRUCTION. o Q I. CLEAN ADJACENT SURFACES SOILED BY DOOR HARDWARE INSTALLATION. INDICATED IN MANUFACTURER'S PUBLISHED TEST DATA,BASED ON PROCEDURES INDICATED BELOW: A. PROTECT EXTERIOR GLASS FROM DAMAGE IMMEDIATELY AFTER INSTALLATION BY ATTACHING CROSSED STREAMERS TO H. INSTALL WEATHERSEAL SEALANT ACCORDING TO SECTION 079200 AND ACCORDING TO SEALANT MANUFACTURER'S WRITTEN J. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH. 1. FOR MONOLITHIC-GLASS LITES, PROPERTIES ARE BASED ON UNITS WITH LITES 6.0 MM THICK. FRAMING HELD AWAY FROM GLASS, DO NOT APPLY MARKERS TO GLASS SURFACE. REMOVE NONPERMANENT LABELS AND `r INSTRUCTIONS TO PRODUCE WEATHERPROOF JOINTS. INSTALL JOINT FILLER BEHIND SEALANT AS RECOMMENDED BY `V CLEAN SURFACES. � r,- SEALANT MANUFACTURER. K. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE DOOR HARDWARE IS WITHOUT DAMAGE OR 2. FOR INSULATING-GLASS UNITS, PROPERTIES ARE BASED ON UNITS OF THICKNESS INDICATED FOR OVERALL UNIT AND 0 � DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. FOR EACH LITE, B. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. IF, �i o I. ENTRANCE DOORS: INSTALL DOORS TO PRODUCE SMOOTH OPERATION AND TIGHT FIT AT CONTACT POINTS. L. INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT TO PERFORM 3. U FACTORS: CENTER-OF-GLAZING VALUES, ACCORDING TO NFRC 100 AND BASED ON LBL'S WINDOW 5.2 COMPUTER DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE SUBSTANCES SEAL DATE 10/03/2016 6 `" 1. EXTERIOR DOORS: INSTALL TO PRODUCE WEATHERTIGHT ENCLOSURE AND TIGHT FIT AT WEATHER STRIPPING. IMMEDIATELY AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. Y ai INSPECTIONS AND TO PREPARE INSPECTION REPORTS. PROGRAM, EXPRESSEDAS BTU/SQ.FT.X H X DEG F. PROJECT N0. 0 2. FIELD-INSTALLED ENTRANCE DOOR HARDWARE: INSTALL SURFACE-MOUNTED ENTRANCE DOOR HARDWARE C. EXAMINE GLASS SURFACES ADJACENT TO OR BELOW EXTERIOR MASONRY SURFACES AT FREQUENT INTERVALS DURING 3516014-00 � > ACCORDING TO ENTRANCE DOOR HARDWARE MANUFACTURERS' WRITTEN INSTRUCTIONS USING CONCEALED 4. SOLAR HEAT-GAIN COEFFICIENT AND VISIBLE TRANSMITTANCE: CENTER-OF-GLAZING VALUES,ACCORDING TO NFRC 200 ��ED ARo AND BASED ON LBL'S WNDOW 5.2 COMPUTER PROGRAM. CONSTRUCTION, BUT NOT LESS THAN ONCE A MONTH, FOR BUILDUP OF DIRT, SCUM, ALKALINE DEPOSITS, OR STAINS; TTH 'S'/ „ Q in FASTENERS TO GREATEST EXTENT POSSIBLE. SECTION 08800-GLAZING 5n MP 6;V SCALE � - REMOVE AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. � g 5. VISIBLE REFLECTANCE: CENTER-OF-GLAZING VALUES,ACCORDING TO NFRC 300. (� �Q�G s� � - -1 -0 Lw J J. GLAZING: 1.1 SUMMARY D. REMOVE AND REPLACE GLASS THAT IS BROKEN, CHIPPED, CRACKED, OR ABRADED OR THAT IS DAMAGED FROM NATURAL �� I �-A DWG N0. "' 1.12 MATERIALS,MONOLITHIC GLASS CAUSES,ACCIDENTS,AND VANDALISM, DURING CONSTRUCTION PERIOD. � �I S9 C) 1. INSTALL GLAZING GASKETS AND SEALANTS I14 ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHOUT A. SECTION INCLUDES GLAZING FOR THE FOLLOWING PRODUCTS AND APPLICATIONS, INCLUDING THOSE SPECIFIED IN OTHER ! -, 0 0, EXCEPTION, INCLUDING SURFACE PREPARATIONS REFER TO SECTION 088000 FOR ADDITIONAL REQUIREMENTS. SECTIONS WHERE GLAZING REQUIREMENTS ARE SPECIFIED BY REFERENCE TO THIS SECTION: A. FLOAT GLASS: ASTM C 1036,TYPE I,QUALITY-Q3,CLASS I(CLEAR)UNLESS OTHERWISE INDICATED. N G-012 . 00 o 2- 1, ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 1. PROVIDE TEMPERED AND FLOAT GLASS AT LOCATIONS INDICATED. 9�, 018 21, ,�O z m SECTION 087111-DOOR HARDWARE 1.2 DEFINITIONS B. HEAT-TREATED FLOAT GLASS: ASTM C 1048; TYPE I; QUALITY-Q3; CLASS I (CLEAR) UNLESS OTHERWISE INDICATED; OF KIND F CF N `? 0 1,1 SUMMARY AND CONDITION INDICATED. M A. GLASS MANUFACTURERS: FIRMS THAT PRODUCE PRIMARY GLASS, FABRICATED GLASS, OR BOTH, AS DEFINED IN CAD FILE NO, PAGE `: w7: MATTITUCK-G-012.DWG #of# U J . - A r -_ I DIVISION 09•FINISHES 1.10 EXAMINATION 1. TILING: FULL-SIZE UNITS EQUAL TO ONE FULL BOX OF EACH TILING TYPE. 3.SECTION 09 53 00-ACOUSTICAL CEILING SUSPENSION ASSEMBLIES SECTION 092116•GYPSUM BOARD ASSEMBLIES A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS 1.4 MANUFACTURERS 4.SECTION 09 20 00-PLASTER AND GYPSUM BOARD 1.1 SUMMARY COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING THE FOLLOWING LIST INCLUDES MANUFACTURERS THAT ARE KNOWN TO PRODUCE ONE OR MORE OF THE PRODUCTS SPECIFIED IN 5.SECTION 02 42 00-REMOVAL AND SALVAGE OF CONSTRUCTION MATERIALS A. SECTION INCLUDES: OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. THIS SECTION THIS LIST IS VOT INTENDED TO INCLUDE EVERY AVAILABLE MANUFACTURER. 6.DIVISIONS 23-HVAC AIR DISTRIBUTION vp � 1. INTERIOR GYPSUM WALLBOARD, B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED, BEGINNING WORK CONSTITUTES A. ACCEPTABLE MANUFACTURERS-SETTING AND GROUTING MATERIALS:. 1WWWBUI 2. NON-LOAD-BEARING STEEL FRAMING, 7.DIVISION 26 ELECTRICAL Q�-= ' �-" '�(?�%) l (JUUU ACCEPTANCE OF CONDITIONS AS SATISFACTORY . BASF CORPOR4TION.( . LDINGSYSTEMS.BASF.COM) O 3. CUSTOM CURVED STEEL FRAMING FOR CURVED WALLS. 1.11 NON-LOAD-BEARING STEEL FRAMING INSTALLATION 2. BOSTIK,INC.(WWW.BOSTIK-US.COM) C.ALTERNATES 4. EXTERIOR SOFFIT SUPPORT FRAMING. A. GENERAL: COMPLY WITH ASTM C 754,AND ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. 3. LATICRETE INTERNATIONAL,INC.(WWW.LATICRETE.COM) 1.PRIOR APPROVAL:UNLESS OTHERWISE PROVIDED FOR IN THE CONTRACT DOCUMENTS,PROPOSED PRODUCT SUBSTITUTIONS MAY BE 5. STRUCTURAL DESIGN OF OVERHEAD LIGHTGAGE METAL SUPPORT FRAMING SYSTEMS. B. PARTITION FRAMING: 4. MAPEI CORPORATION.(WWW.MAPEI.US) SUBMITTED NO LATER THAN TEN(10)WORKING DAYS PRIOR TO THE DATE ESTABLISHED FOR RECEIPT OF BIDS. ACCEPTABILITY OF A CLIENT. PROPOSED SUBSTITUTION IS CONTINGENT UPON THE ARCHITECT'S REVIEW OF THE PROPOSAL FOR ACCEPTABILITY AND APPROVED 1.2 PERFORMANCE REQUIREMENTS 1. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND 5. TEC.(WWW.TECSPECIALTY.COM) PRODUCTS WILL BE SET FORTH BY THE ADDENDA. IF INCLUDED IN A BID ARE SUBSTITUTE PRODUCTS THAT HAVE NOT BEEN WALL. APPROVED BY ADDENDA,THE SPECIFIED PRODUCTS SHALL BE PROVIDED WITHOUT ADDITIONAL COMPENSATION. A. EXTERIOR OVERHEAD SOFFITS: 1.5 TILE TYPE 2, EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS, 2. SUBMITTALS THAT DO NOT PROVIDE ADEQUATE DATA FOR THE PRODUCT EVALUATION WILL NOT BE CONSIDERED. THE PROPOSED 1. STRUCTURAL PERFORMANCE: PROVIDE EXTERIOR SOFFITS CAPABLE OF WITHSTANDING EXTERIOR EXPOSURE AND A. FLOOR/BASE TILES-1, 2,& 3;TB 1: SPECIFIED IN DRAWING FINISH SCHEDULE. E_w EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING OVER SUBSTITUTION MUST MEET ALL REQUIREMENTS OF THIS SECTION, INCLUDING BUT NOT NECESSARILY LIMITED T0,THE FOLLOWING: .� THE EFFECTS OF GRAVITY LOADS AND THE FOLLOWING LOADS AND STRESSES WITHOUT SHOWING PERMANENT FRAMES FOR DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING TO B. WALUWAINSCOT TILE WT-1): SPECIFIED IN DRAWING FINISH SCHEDULE. SINGLE SOURCE MATERIALS SUPPLIERS (IF SPECIFIED IN SECTION 1.5); UNDERWRITERS' LABORATORIES CLASSIFIED ACOUSTICAL DEFORMATION OF SOFFIT SYSTEM COMPONENTS INCLUDING SUSPENSION SYSTEM; NOISE OR METAL FATIGUE CAUSED PROVIDE SUPPORT FOR GYPSUM BOARD. PERFORMANCE; PANEL DESIGN, SIZE, COMPOSITION, COLOR, AND FINISH; SUSPENSION SYSTEM COMPONENT PROFILES AND SIZES; µ MEMBRANE COMPLIANCE WITH THE REFERENCED STANDARDS9. .;JEngineering D.P.C./we engineer success BY VIBRATION, DEFLECTION, AND DISPLACEMENT OF CEILING UNITS; OR PERMANENT DAMAGE TO FASTENERS AND 3. FRAME DOOR OPENINGS TO COMPLY WITH GA-600 AND WITH GYPSUM BOARD MANUFACTURER'S APPLICABLE WRITTEN 1.6 CRACK ISOLATION 116 West 32nd Street,12th Floor,New York,N.Y.10001 ANCHORS. RECOMMENDATIONS, UNLESS OTHERWISE INDICATED, SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON A. GENERAL: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.12 FOR HIGH PERFORMANCE AND IS 1.3 REFERENCES P 212.643.9055 F 212.643.0503 www.mgedpc.net a. DESIGN WIND PRESSURE IN ACCORDANCE WITH [ASCE 7,] [BUILDING CODE,] [_j WITH MAXIMUM ALLOWABLE DOOR FRAMES; INSTALL RUNNER TRACK SECTION(FOR CRIPPLE STUDS)AT HEAD AND SECURE TO JAMB STUDS. RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED. DEFLECTION OF[L/175j L_,]TESTED IN ACCORDANCE WITH ASTM E330. A.AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM): MEP ENGINEER: a. INSTALL TWO STUDS AT EACH JAMB,UNLESS OTHERWISE INDICATED, B. FABRIC-REINFORCED, FLUID-APPLIED MEMBRANE: SYSTEM CONSISTING OF LIQUID-LATEX RUBBER OR ELASTOMERIC b. DESIGN FOR MAXIMUM ALLOWABLE SYSTEM DEFLECTION,NORMAL TO THE PLANE OF THE SOFFIT,OF 0360. b. EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF FLOOR OR ROOF POLYMER AND FABF.IC REINFORCEMENT. 1.ASTM A 1008 STANDARD SPECIFICATION FOR STEEL,SHEET,COLD ROLLED,CARBON,STRUCTURAL, HIGH-STRENGTH LOW-ALLOY AND 2. DESIGN MINIMUM 3/8 INCH WIDE PERIMETER SEALANT JOINTS AT THE SOFFIT-TO-PERIMETER TRANSITIONS AND AROUND STRUCTURE ABOVE, 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: HIGH-STRENGTH LOW-ALLOY WITH IMPROVED FORMABILITY ALL PENETRATIONS THROUGH THE SYSTEM. 4. FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS, UNLESS OTHERWISE a. LATICRETE INTERNATIONAL, INC.; LATICRETE BLUE 92 ANTI-FRACTURE MEMBRANE. 2.ASTM A 641 STANDARD SPECIFICATION FOR ZINC-COATED(GALVANIZED)CARBON STEEL WIRE B. INTERIOR ASSEMBLIES: INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. b. MAPEI CCRPORATION; MAPELASTIC L(PRP M19). 3.ASTM A 653 STANDARD SPECIFICATION FOR STEEL SHEET,ZINC-COATED(GALVANIZED)BY THE HOT-DIP PROCESS 1. INTERIOR CEILING ASSEMBLIES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS, 1.12 INSTALLATION-CURVED WALLS c. MER-KOTE PRODUCTS, INC.;HYDRO-GUARD 2000, 4.ASTM C 423 SOUND ABSORPTION AND SOUND ABSORPTION COEFFICIENTS BY THE REVERBERATION ROOM METHOD 2. INTERIOR PARTITIONS WITHOUT WALL MOUNTED CASEWORK: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL A. ATTACH TOP AND BOTTOM RUNNER CHANNELS AT ENDS AND MAXIMUM 24 INCHES ON CENTER. 1.7 SETTING MATERIALS 5.ASTM C 635 STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS LOAD. 3. INTERIOR PARTITIONS WITH WALL MOUNTED CASEWORK: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD, B. POSITION STUDS VERTICALLY IN RUNNERS,SPACED MAXIMUM 16 INCHES ON CENTER. A. LATEX-PORTLAND CEMENT MORTAR(THIN SET): ANSI All 18.4. 6. ASTM C 636 RECOMMENDED PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND CASEWORK DEAD LOAD,AND CASEWORK LIVE LOAD OF 25 PSF OF SHELF AREA, C. LOCATE STUDS MAXIMUM 2 INCHES FROM DOOR FRAMES AND ABUTTING CONSTRUCTION. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: LAY-IN PANELS 7. ASTM D 3273 STANDARD TEST METHOD FOR RESISTANCE TO GROWTH OF MOLD ON THE SURFACE OF INTERIOR COATINGS IN AN 1.3 SUBMITTALS D. USE DOUBLE STUDS ON BOTH SIDES OF OPENINGS IN PARTITIONS. a. LATICRETE INTERNATIONAL,INC. ENVIRONMENTAL CHAMBER A. SUBMITTALS FOR REVIEW: E. INSTALL HORIZONTAL RUNNER AS HEADER ABOVE OPENINGS IN PARTITIONS,INSTALL STUDS FROM HEADER TO TOP RUNNER, b. MAPEI CORPORATION. 8.ASTM E 84 STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS 1. PRODUCT DATA: FOR EACH PRODUCT INDICATED. F. SCREW ATTACH COMPONENTS AT INTERSECTIONS. c. TEC;A SUBSIDIARY OF H. B. FULLER COMPANY. 9.ASTM E 119 STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIAL 1.4 QUALITY ASSURANCE1.13 CEILING,SOFFIT,AND FASCIA FRAMING 2. PREPACKAGES, DRY-MORTAR MIX COMBINED WITH LIQUID-LATEX ADDITIVE. A.ARMSTRONG FIRE GUARD PRODUCTS A. FIRE-TEST-RESPONSE CHARACTERISTICS: FOR GYPSUM BOARD ASSEMBLIES WITH FIRE-RESISTANCE RATINGS, PROVIDE A. COORDINATE LOCATIONS OF HANGERS AND SUPPORTS WITH THE WORK OF OTHER SECTIONS. 1.8 GROUT MATERIALS 10.ASTM E 580 INSTALLATION OF METAL SUSPENSION SYSTEMS IN AREAS REQUIRING MODERATE SEISMIC RESTRAINT MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM A. WATER-CLEANABLE EPDXY GROUT: ANSI A118.3 E 119 BY AN WITH A VOC CONTENT OF 65 G!L OR LESS WHEN CALCULATED ACCORDING 11.ASTM E 1111 STANDARD TEST METHOD FOR MEASURING THE INTERZONE ATTENUATION OF CEILINGS SYSTEMS INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, B. CEILING FRAMING SHALL CONSIST OF STUD AND RUNNER FRAMING OR SUSPENDED FRAMING, UNLESS INDICATED OR TO 40 CFR 59,SUBPART D. SPECIFIED OTHERWISE. 12. ASTM E 1414 STANDARD TEST METHOD FOR AIRBORNE SOUND ATTENUATION BETWEEN ROOMS SHARING A COMMON CEILING B. STRUCTURAL DESIGN: NON-PRESCRIPTIVE AND NON-PROPRIETARY OVERHEAD FRAMING SYSTEMS SHALL BE DESIGNED BY 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: PLENUM A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED, C. STUD AND RUNNER FRAMING: a. LATICRETE INTERNATIONAL, INC. 13.ASTM E 1264 CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS 1.5 MANUFACTURERS 1. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AT A MAXIMUM OF 24 INCHES ON CENTER. SIZE b. MAPEI CORPORATION. FASTENERS AND USE REINFORCEMENTS AS NECESSARY TO SUPPORT THE DEAD LOADS APPLIED. B.INTERNATIONAL BUILDING CODE A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 2. SCREW FASTEN FRAMING AT EACH FLANGE JOINT. 1.9 MISCELLANEOUS MATERIALS 1. CERTAINTEED GYPSUM, INC. (WWW.CERT,4INTEED.COM) 3. SPACE STUDS AT 16 INCHES ON CENTER AT HORIZONTAL LOCATIONS, A. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT-BASED FORMULATION C.ASHRAE STANDARD 62.1-2004,VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY 2. GP GYPSUM CORPORATION.(WWW.GP.COM) 4. SELECT MEMBERS TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED, PROVIDED OR APPROVED BY MANUFACTURER OF TILE-SETTING MATERIALS FOR INSTALLATIONS INDICATED. D.NFPA 70 NATIONAL ELECTRICAL CODE 3. NATIONAL GYPSUM CO.(WWW.NATIONALGYPSUM.COM) D. LIGHTGAGE SUSPENDED FRAMING: B. METAL EDGE STRIP: ANGLE OR L-SHAPE,STAINLESS STEEL,ASTM A666,300 SERIES EXPOSED-EDGE MATERIAL. 4. USG CORPORATION.(WWW,USG.COM) 1. INSTALL IN ACCORDANCE WITH ASTM C754,UNLESS INDICATED OR SPECIFIED OTHERWISE. 1. PROFILES: AS INDICATED ON DRAWINGS. E.ASCE 7AMERICAN SOCIETY OF CIVIL ENGINEERS,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 1.6 STEEL FRAMING 2. SUSPEND CEILING FROM OVERHEAD STRUCTURAL ELEMENTS ONLY, DO NOT SUPPORT FROM ANY ELECTRICAL, HVAC, 1.10 EXAMINATION F. INTERNATIONAL CODE COUNCIL-EVALUATION SERVICES - AC 156 ACCEPTANCE CRITERIA FOR SEISMIC QUALIFICATION TESTING OF A. STEEL FRAMING,GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. PLUMBING,OR SPRINKLER SYSTEM COMPONENTS. A. EXAMINE SUBSTRA-ES, AREAS, AND CONDITIONS WHERE TILE WILL BE INSTALLED, WITH INSTALLER PRESENT, FOR NON-STRUCTURAL COMPONENTS 1. STEEL SHEET COMPONENTS: METAL COMPLYING WITH ASTM C 645 REQUIREMENTS, 3. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH SPLICES LAPPED 12 INCHES AND TIED. COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE a. PROTECTIVE COATING; 4. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 3 FEET ON CENTER FOR LATH AND OF INSTALLED TILE. G.INTERNATIONAL CODE COUNCIL-EVALUATION SERVICES REPORT-SEISMIC ENGINEER REPORT PLASTER CEILINGS AND 4 FEET ON CENTER FOR GYPSUM BOARD CEILINGS. LOOP HANGER WIRE AROUND SUPPORT 1. VERIFY THAT SUBSTRATES FOR SETTING TILE ARE FIRM, DRY, CLEAN, FREE OF COATINGS THAT ARE INCOMPATIBLE 1.ESR 1308-ARMSTRONG SUSPENSION SYSTEMS 1) INTERIOR APPLICATIONS: ASTM A 653/A 653M,G60,HOT DIP GALVANIZED ZINC COATING. ELEMENT AND TIGHTLY WRAP AROUND VERTICAL WIRE 3 TIMES;CUT OFF NEATLY, WITH TILE-SET71NG MATERIALS INCLUDING CURING COMPOUNDS AND OTHER SUBSTANCES THAT CONTAIN SOAP, WAX, 2) EXTERIOR APPLICATIONS: ASTVI A 653/A 653M,G90,HOT-DIP GALVANIZED ZINC COATING. 5. SPACE FURRING CHANNELS 16" O.C. WITH SPLICES LAPPED 12", MINIMUM AND TIED; CLIP OR SADDLE TIE TO RUNNER OIL, OR SILICONE; AND COMPLY WITH FLATNESS TOLERANCES REQUIRED BY ANSI A108.01 FOR INSTALLATIONS H.INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS-SEISMIC ENGINEER REPORT B. PARTITION FRAMING: CHANNELS WITH 16-GAGE TIE WIRE. INDICATED. 1. STEEL STUDS AND RUNNERS: ASTM C 645, IN DEPTH INDICATED. 6. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING 1.11 PREPARATION 1.0244-ARMSTRONG SINGLE SPAN SUSPENSION SYSTEM a. MINIMUM BASE METAL THICKNESS: 0.0188 INCH(18 MIL). MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS A. FILL CRACKS, HOLES, AND DEPRESSIONS IN CONCRETE SUBSTRATES FOR TILE FLOORS INSTALLED WITH THIN-SET MORTAR I.CALIFORNIA DEPARTMENT OF PUBLIC HEALTH CDPH/EHLB EMISSION STANDARD METHOD VERSION 1.12010 2. DEEP-LEG DEFLECTION TRACK: ASTM C 645 TOP RUNNER WITH 2-INCH-DEEP FLANGES. AND RELATED FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. WITH TROWELABLE LEVELING AND PATCHING COMPOUND SPECIFICALLY RECOMMENDED BY TILE-SETTING MATERIAL 3. PROPRIETARY DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF GYPSUM E. PROPRIETARY SUSPENDED FRAMING: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER. J. LEED - LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN IS A SET OF RATING SYSTEMS FOR THE DESIGN, CONSTRUCTION, BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS, USE FACTORY BLENDED TILE OR BLEND TILES AT PROJECT SITE OPERATION,AND MAINTENANCE OF GREEN BUILDINGS BOARD APPLIED 'TO INTERIOR PARTITIONS RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS F. STABILIZE SUSPENDED CEILING, SOFFIT, AND FASCIA FRAMING AGAINST LATERAL MOVEMENT BY MEANS OF DIAGONAL B. BEFORE INSTALLING 1.4 SYSTEM DESCRIPTION INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. BRACING. AT LOCATIONS WHERE PARTITIONS EXTEND TO CEILING, ONLY, INSTALL SUPPLEMENTARY BRACING AT MAXIMUM a. PRODUCTS: 8'_0" O.C. ALONG LENGTH OF PARTITION, AND ABOVE EACH DOOR HINGE AND STRIKE JAMB, FORM OPENINGS IN CEILINGS C. FIELD-APPLIED TEMPORARY PROTECTIVE COATING: IF INDICATED UNDER TILE TYPE OR NEEDED TO PREVENT GROUT FROM A.CONTINUOUSMALL-TO-WALL 1) DELTA STAR,INC.,SUPERIOR METAL TRIM;SUPERIOR FLEX TRACK SYSTEM(SFT). AND FRAME OPENINGS FOR RECESSED LIGHT FIXTURES,AIR DIFFUSERS,ACCESS DOORS,HATCHES,ETC. STAINING OR ADHERING TO EXPOSED TILE SURFACES, PRECOAT THEM WITH CONTINUOUS FILM OF TEMPORARY PROTECTIVE 1.5 SUBMITTALS G. INSTALL SUPPLEMENTARY HANGER WIRES FOR SUPPORT OF CEILING MOUNTED EQUIPMENT, SUCH AS SPEAKER SUPPORT COATING,TAKING CARE NOT TO COAT UNEXPOSED TILE SURFACES. 2) METAL-LITE,INC.;SLOTTED TRACK. 4. CURVED TRACK: RADIUSTRACK CORPORATION (MINNEAPOLIS, MN; 888_872_3487) "READY TRACK"; WIDTH TO MATCH BRACKET,AS REQUIRED AND AS DETAILED, 1.12 INSTALLATION A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH TYPE OF ACOUSTICAL CEILING UNIT AND SUSPENSION SYSTEM REQUIRED. FRAMING. 1.14 PANEL PRODUCT INSTALLATION A. COMPLY WITH TCNAS"HANDBOOK FOR CERAMIC TILE INSTALLATION" FOR TCNA INSTALLATION METHODS SPECIFIED IN TILE 5. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH INDICATED, A. GYPSUM BOARD: COMPLY WITH ASTM C 840 AND GA-216. INSTALLATION SCHEDULES. COMPLY WITH PARTS OF THE ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF B. SAMPLES: MINIMUM 6 INCH X 6 INCH SAMPLES OF SPECIFIED ACOUSTICAL PANEL;8 INCH LONG SAMPLES OF EXPOSED WALL MOLDING CERAMIC TILE"THATARE REFERENCED IN TCNA INSTALLATION METHODS,SPECIFIED IN TILE INSTALLATION SCHEDULES, AND AND SUSPENSION SYSTEM,INCLUDING MAIN RUNNER AND 4 FOOT CROSS TEES. a. MINIMUM BASE METAL THICKNESS: 0.0312 INCH(30 MIL DRYWALL). 1. SPACE SCREWS A MAXIMUM OF 12 INCHES O.C.FOR VERTICAL APPLICATIONS, APPLY TO TYPES OFSETTING AND GROUTING MATERIALS USED. 6. COLD-ROLLED CHANNEL BRIDGING: 0.0538-INCH BARE STEEL THICKNESS,WITH MINIMUM 1/2-INCH-WIDE FLANGE,AND IN 2. SPACE FASTENERS IN PANELS THAT ARE TILE SUBSTRATES A MAXIMUM OF 8 INCHES O.C. 1. FOR THE FOLLOWING INSTALLATIONS, FOLLOW PROCEDURES IN THE ANSI A108 SERIES OF TILE INSTALLATION C.SHOP DRAWINGS:LAYOUT AND DETAILS OF ACOUSTICAL CEILINGS SHOW LOCATIONS OF ITEMS THAT ARE TO BE COORDINATED WITH,OR DEPTH INDICATED, 3. ON CEILINGS, APPLY GYPSUM PANELS BEFORE WALUPARTITION BOARD APPLICATION TO THE GREATEST EXTENT STANDARDS FCR PROVIDING 95 PERCENT MORTAR COVERAGE: SUPPORTED BY THE CEILINGS. a. CLIP ANGLE: 1-1/2 BY 1-1/2 INCH,0.068-INCH-THICK,GALVANIZED STEEL, POSSIBLE AND AT RIGHT ANGLES TO FRAMING,UNLESS OTHERWISE INDICATED. a. TILE FLOCRS COMPOSED OF TILES 8 BY 8 INCHES OR LARGER. D.CERTIFICATIONS: MANUFACTURER'S CERTIFICATIONS THAT PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS, INCLUDING C. SUSPENDED CEILING FF',AMING: 4. ON PARTITIONS/WALLS, APPLY GYPSUM PANELS VERTICALLY(PARALLEL TO FRAMING), UNLESS OTHERWISE INDICATED b. TILE FLOORS COMPOSED OF RIB-BACKED TILES. LABORATORY REPORTS SHOWING COMPLIANCE WITH SPECIFIED TESTS AND STANDARDS. FOR ACOUSTICAL PERFORMANCE, EACH 1. RUNNER CHANNELS:1-112 INCHES DEEP,COLD ROLLED,CHANNEL SHAPED,16 GAGE CORE STEEL. OR REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY,AND MINIMIZE END JOINTS. CARTON OF MATERIAL MUST CARRY AN APPROVED INDEPENDENT LABORATORY CLASSIFICATION OF NRC,CAC,AND AC. a, STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAMING MEMBER IN ALTERNATE COURSES OF BOARD. B. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING 2. FURRING CHANNELS:HAT SHAPED,7/8 INCH DEEP,25 GAGE CORE STEEL. WITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND E. IF THE MATERIAL SUPPLIED BY THE ACOUSTICAL SUBCONTRACTOR DOES NOT HAVE AN UNDERWRITER'S LABORATORY CLASSIFICATION xxxx OR xxxx 5. SINGLE-LAYER FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL SCREWS. CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. OF ACOUSTICAL PERFORMANCE ON EVERY CARTON, SUBCONTRACTOR SHALL BE REQUIRED TO SEND MATERIAL FROM EVERY 1 ISSUED FOR PERMIT AND BID 02/01/17 NF INCLUDE THE FOLLOWING FOR A PROPRIETARY CEILING FRAMING SYSTEM. 6. MULTI-LAYER FASTENING METHODS: FASTEN BASE LAYERS AND FACE LAYERS SEPARATELY TO SUPPORTS WITH C. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE PRODUCTION RUN APPEARING ON THE JOB TO AN INDEPENDENT OR NVLAP APPROVED LABORATORY FOR TESTING,AT THE ARCHITECT'S SCREWS. OR OWNER'S DISCRETION. ALL PRODUCTS NOT CONFORMING TO MANUFACTURER'S CURRENT PUBLISHED VALUES MUST BE REMOVED, NO. REVISION DATE BY D. SUSPENDED CEILING FRAMING - PROPRIETARY: ASTM C635 HEAVY DUTY CLASSIFICATION DIRECT SUSPENSION SYSTEM SURFACES. CAREFULLY GRIND CUT EDGES TILE ABUTTING TRIM, FINISH, BUILT-IN ITEMS FOR STRAIGHT ALIGNED DISPOSED OF AND REPLACED WITH COMPLYING PRODUCT AT THE EXPENSE OF THE CONTRACTOR PERFORMING THE WORK. CONSISTING OF T-SHAPED STEEL MAIN AND CROSS TEES OF DOUBLE WEB DESIGN WITH INTERLOCKING ENDS 1.15 APPLYING TILE BACKING PANELS JOINTS. FIT TILE CLaSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLA'TILE. i MANUFACTURED SPECIFICALLY FOR SUSPENDED GYPSUM BOARD CEILING APPLICATIONS. A. GLASS- MAT,WATER-RESISTANT BACKING PANELS: COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS 1.6 QUALITY ASSURANCE ' 1. MOLDINGS: MANUFACTURERS STANDARD. AND INSTALL AT LOCATIONS TO RECEIVE TILE. INSTALL WITH 1/4-INCH GAP WHERE PANELS ABUT OTHER CONSTRUCTION OR D. PROVIDE MANUFACTJRER'S STANDARD TRIM SHAPES WHERE NECESSARY TO ELIMINATE EXPOSED TILE EDGES. 2. CHANNEL BEAM SPLICE CLIP: MANUFACTURER'S STANDARD. PENETRATIONS, E. JOINTING PATTERN: LAY TILE IN GRID PATTERN UNLESS OTHERWISE INDICATED. LAY OUT TILE WORK AND CENTER TILE A.SINGLE-SOURCE RESPONSIBILITY:PROVIDE ACOUSTICAL PANEL UNITS AND GRID COMPONENTS BY A SINGLE MANUFACTURER. \rc h Itect u re B. WHERE TILE BACKING PANELS ABUT OTHER TYPES OF PANELS IN SAME PLANE, SHIM SURFACES TO PRODUCE A UNIFORM FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. LAY OUT TILE WORK TO MINIMIZE THE USE OF PIECES E. SUSPENDED SOFFIT FRAMING: PLANE ACROSS PANEL SURFACES. THAT ARE LESS THAN HALF OF A TILE. PROVIDE UNIFORM JOINT WIDTHS UNLESS OTHERWISE INDICATED. 1.FIRE PERFORMANCE CHARACTERISTICS:IDENTIFY ACOUSTICAL CEILING COMPONENTS WITH APPROPRIATE MARKINGS OF APPLICABLE 1. RUNNER CHANNELS:1-112 INCHES DEEP,COLD ROLLED, 16 GAGE CORE STEEL. .TESTING AND INSPECTING ORGANIZATION 1.16 FINISHING F. JOINT WIDTHS: UNLESS OTHERWISE INDICATED, INSTALL TILE WITH THE FOLLOWING JOINT WIDTHS: TPG ARCHITECTURE LLP 2. FURRING CHANNELS:3/4 INCH DEEP,COLD ROLLED, 16 GAGE CORE STEEL. A. INSTALLING TRIM ACCESSORIES: FOR TRIM WITH BACK FLANGES INTENDED FOR FASTENERS, ATTACH TO FRAMING WITH 1. FLOOR/BASE TILE: 1/4 INCH. 2.SURFACE BURNING CHARACTERISTICS: AS FOLLOWS,TESTED PER ASTM E 84 AND COMPLYING WITH ASTM E 1264 CLASSIFICATION. 1.7 PANEL PRODUCTS SAME FASTENERS USED FOR PANELS. OTHERWISE, ATTACH TRIM ACCORDING TO MANUFACTURER'S WRITTEN 2. GLAZED WALL TILE: 1l16 INCH. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747631.547.7300 � TPGARCHITECTURE.COM INSTRUCTIONS. 3. FIRE RESISTANCE: AS FOLLOWS TESTED PER ASTM E119 AND LISTED IN THE APPROPRIATE FLOOR OR ROOF DESIGN IN THE A. PANEL SIZE, GENERAL: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA G. EXPANSION JOINTS: PROVIDE EXPANSION JOINTS AND OTHER SEALANT-FILLED JOINTS, INCLUDING CONTROL,CONTRACTION, UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. B. FINISHING GYPSUM BOARD PANELS: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, AND ISOLATION JOINTS, WHERE INDICATED. FORM JOINTS DURING INSTALLATION OF SETTING MATERIALS, MORTAR BEDS, IONS, FASTENER HEADS, SURFACE DEFECTS, AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD AND TILE. DO NOT SAW-CUT JOINTS AFTER INSTALLING TILES. B. ,ACOUSTICAL PANELS: AS WITH OTHER ARCHITECTURAL FEATURES LOCATED AT THE CEILINGMAY OBSTRUCT OR SKEW THE PLANNED IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN B. REGULAR GYPSUM BOARD:ASTM C1396;48 INCHES WIDE X THICKNESS INDICATED,TAPERED EDGE. PENETRATIONS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT SURFACES FOR DECORATION. 1. WHERE JOINTS OCCUR IN CONCRETE SUBSTRATES,LOCATE JOINTS IN TILE SURFACES DIRECTLY ABOVE THEM. FIRE SPRINKLER WATER DISTRIBUTION PATTERN THROUGH POSSIBLY DELAY OR ACCELERATE THE ACTIVATION OF THE SPRINKLER OR 1. REGULAR TYPE: INI THICKNESS INDICATED AND WITH LONG EDGES TAPERED AND FEATURED(ROUNDED OR BEVELED). FIRE DETECTION SYSTEMS BY CHANNELING HEAT FROM A FIRE EITHER TOWARD OR AWAY FROM THE DEVICE. DESIGNERS AND PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1. PREFILL OPEN JOINTS, ROUNDED OR BEVELED EDGES,AND DAMAGED SURFACE AREAS. 2. PREPARE JOINTS AND APPLY SEALANTS TO COMPLY WITH REQUIREMENTS IN SECTION 079200. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND C. SAG-RESISTANT GYPSUM WALLBOARD: ASTM C 1396, MANUFACTURED TO HAVE MORE SAG RESISTANCE THAN INSTALLERS ARE ADVISED TO CONSULT A FIRE PROTECTION ENGINEER, NFPA 13, OR THEIR LOCAL CODES FOR GUIDANCE WHERE REGULAR-TYPE GYPSUM BOARD, 1/2 INCH THICK, AND WITH LONG EDGES TAPERED. APPLY ON CEILING AND SOFFIT 2. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT THOSE WITH TRIM HAVING FLANGES NOT INTENDED FOR H. METAL EDGE STRIPS INSTALL AT LOCATIONS INDICATED. AUTOMATIC FIRE DETECTION AND SUPPRESSION SYSTEMS ARE PRESENT. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, SURFACES. TAPE. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, CI. INSTALL CRACK ISOLATION MEMBRANE TO COMPLY WITH ANSI A108.17 AND MANUFACTURER'S WRITTEN INSTRUCTIONS TO C.COORDINATION OF WORK:COORDINATE ACOUSTICAL CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING,BUT NOT LIMITED OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED D. GLASS-MAT,WATER RESISTANT BACKING BOARD: ASTM C 1178/C 1178M,WITH MANUFACTURER'S STANDARD EDGES. C. TREAT JOINTS AND FASTENERS IN GYPSUM BOARD IN ACCORDANCE WITH GA 214. PRODUCE MEMBRANE OF UNIFORM THICKNESS AND BONDED SECURELY TO SUBSTRATE. TO BUILDING INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS,AND SPRINKLERS. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 1. CORE: 5/8 INCH,TYPE X. D. LEVELS OF FINISH: 1.13 INTERIOR TILE INSTA'_LATION SCHEDULE 1.7 DELIVERY,STORAGE AND HANDLING 2. MOLD RESISTANCE: ASTM D 3273,SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 1. SURFACES IN PLENUMS:LEVEL 1 FINISH. PROJECT A. INTERIOR FLOOR/BASE INSTALLATIONS: A. DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL, UNOPENED PACKAGES AND STORE THEM IN A FULLY ENCLOSED 1.8 ACCESSORIES 2. SURFACES TO RECEIVE FLAT,EGGSHELL PAINTS,WALL COVERINGS: LEVEL 4 FINISH. 1. TCNA F125-FULL-15: ON-GROUND CONCRETE,CRACK ISOLATION MEMBRANE(FULL COVERAGE). SPACE WHERE THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND CAPITAL ONE A. STEEL DRILL SCREWS:ASTM C1002,TYPE S SCREWS,MINIMUM 5/8 INCH PENETRATION INTO FRAMING, 3, CURVED WALLS,SURFACES TO RECEIVE DEEP-TONE,SEMI-GLOSS,GLOSS PAINTS:LEVEL 5 FINISH. a. TILE TYPE: AS INDICATED IN DRAWINGS. OTHER CAUSES. 1. USE SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING PANELS TO STEEL MEMBERS FROM 18 TO 54 MILS 4. GLASS MAT FACED PANELS: FINISH ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. b. THIN-SET MORTAR: LATEX-PORTLAND CEMENT MORTAR. MATTITUCK, NY ° THICKNESS;HOLDIVG POWER,AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. 1.17 FIELD QUALITY CONTROL B. BEFORE INSTALLING ACOUSTICAL CEILING UNITS, PERMIT THEM TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE 11700 MAIN ROAD Ln c. GROUT: WATER-CLEANABLE EPDXY GROUT. CONTENT. B. INTERIOR TRIM: ASTM C 1047; PAPER-FACED METAL. A. THE STRUCTURAL DESIGN ENGINEER FOR THE OVERHEAD FRAMING SYSTEMS OR AN AUTHORIZED REPRESENTATIVE SHALL B. INTERIOR WALL INSTALLATIONS: MATTITUCK NY 1 1952 1. CORNERBEAD: USEAT OUTSIDE CORNERS. VISIT THE SITE TO INSPECT THE WORK. VERITY AND CERTIFY THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE C.HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGED UNITS IN ANY WAY. N WITH THE STRUCTURAL REQUIREMENTS. 1. TCNA W245-15: METAL STUDS,COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD,CERAMIC TILE, 2. LC-BEAD: USE AT EXPOSED PANEL EDGES. DRAWING a. TILE TYPE: AS INDICATED IN DRAWINGS. 3. L BEAD: USE WHERE INDICATED. 1.8 PROJECT CONDITIONS 4. U BEAD: USE WHEEZE INDICATED. 093000•TILING b. OPTIONAL WATERPROOF MEMBRANE.c. THIN SET MORTAR: LATEX PORTLAND CEMENT MORTAR. A.SPACE ENCLOSURE: PROJECT SPECIFICATIONS o Q 5. EXPANSION(CONTROL)JOINT: USE WHERE INDICATED AND AS APPROVED BY ARCHITECT. 1.1 SUMMARY N d. GROUT: WATER-CLEANABLE EPDXY GROUT. f A. SECTION INCLUDES: STANDARD CEILINGS:DO NOT INSTALL INTERIOR CEILINGS UNTIL SPACE IS ENCLOSED AND WEATHERPROOF;WET WORK IN PLACE IS co 1.9 JOINT TREATMENT MATERIALS COMPLETED AND NOMINALLY DRY;WORK ABOVE CEILINGS IS COMPLETE;AND AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY C.9 �1! 1. PORCELAIN FLOOR/BASE TILE. ARE CONTINUOUSLY MAINTAINED AT VALUES NEAR THOSE INTENDED FOR FINAL OCCUPANCY. BUILDING AREAS TO RECEIVE CEILINGS A. GENERAL: COMPLY WITH ASTM C 475. 2. CRACK ISOLATION MEMBRANE. SECTION 09 50 00.ACOUSTICAL CEILINGS SHALL BE FREE OF CONSTRUCTION DUST AND DEBRIS. o � - o B. JOINT TAPE: 3. METAL EDGE STRIPS. q 1.2 SUMMARY Y 1. INTERIOR GYPSUM WALLBOARD: PAPER. 1.2 SUBMITTALS HUMIGUARD PLUS CEILINGS: BUILDING AREAS TO RECEIVE CEILINGS SHALL BE FREE OF CONSTRUCTION DUST AND DEBRIS. SEAL DATE 10/03/2016 v C. JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD: FOR EACH COAT USE FORMULATION THAT IS COMPATIBLE WITH A. SECTION INCLUDES PRODUCTS WITH HUMIGUARD PLUS PERFORMANCE AND HOT DIPPED GALVANIZED STEEL, ALUMINUM OR STAINLESS STEEL �~- OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS. A. SUBMITTALS FOR REVIEW: SUSPENSION SYSTEMS CAN BE INSTALLED UP TO 120°F(49°C)AND IN SPACES BEFORE THE BUILDING IS ENCLOSED,WHERE HVAC PROJECT N0. 3516014-00 co 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.ACOUSTICAL CEILING PANELS SYSTEMS ARE CYCLED OR NOT OPERATING.CANNOT BE USED IN EXTERIOR APPLICATIONS WHERE STANDING WATER IS PRESENT OR ��R�D ARC < Cl) 1. PREFILLING: AT OPEN JOINTS, ROUNDED OR BEVELED PANEL EDGES, AND DAMAGED SURFACE AREAS, USE 2.EXPOSED GRID SUSPENSION SYSTEM WHERE MOISTURE WILL COME IN DIRECT CONTACT WITH THE CEILING. Q\GMAZTHEy sT'Si� SCALE 1 -0��=1 -O" P-- SETTING TYPE TAP'NG COMPOUND. 2. SAMPLES: o`` 9v 1n J a. EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED. 3.WIRE HANGERS,FASTENERS,MAIN RUNNERS,CROSS TEES,AND WALL ANGLE MOLDINGS DWG N0. Y 2, EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS, FLANGES OF TRIM ACCESSORIES, 4.PERIMETER TRIM HUMIGUARD MAX CEILINGS: BUILDING AREAS TO RECEIVE CEILINGS SHALL BE FREE OF CONSTRUCTION DUST AND DEBRIS.CEILINGS _ - - _ AND FASTENERS,USE DRYING-TYPE,ALL-PURPOSE COMPOUND, b. ASSEMBLED SAMPLES, WITH GROUTED JOINTS, FOR EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR WITH HUMIGUARD MAX PERFORMANCE CAN BE INSTALLED IN CONDITIONS UP TO 120°F(49°C)AND MAXIMUM HUMIDITY EXPO RE Of o a. USE SETTING-TYPE COMPOUND FOR INSTALLING PAPER-FACED METAL TRIM ACCESSORIES. AND FINISH REQUIRED, INCLUDING OUTDOOR APPLICATIONS,AND OTHER STANDING WATER APPLICATIONS, SO LONG AS THEY ARE INSTALLED WITH EITHER (P �- g u- B.RELATED SELECTIONS C) z 3. FILL COAT: FOR SECOND COAT,USE DRYING-TYPE,ALL-PURPOSE COMPOUND. 1.3 EXTRA MATERIALS SS PRELUDE PLUS,AL PRELUDE PLUS,OR PRELUDE PLUS FIRE GUARD XL SUSPENSION SYSTEMS. PRODUCTS WITH HUMIGUARD MAX tr 1.SECTION 09 5100-ACOUSTICAL CEILINGS PERFORMANCE CAN BE INSTALLED IN EXTERIOR APPLICATIONS, WHERE STANDING WATER IS PRESENT, OR WHERE MOISTURE WILL F�1642'% ,yO G-0 13 . 0 0 o m 4. FINISH COAT: FOR THIRD COAT,USE DRYING-TYPE,ALL-PURPOSE COMPOUND. A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH COME IN DIRECT CONTACT WITH THE CEILING.ONLY CERAMAGUARD WITH AL PRELUDE PLUS SUSPENSION SYSTEM CAN BE INSTALLED F NES n (D 2.COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 2.SECTION 09 5113 ACOUSTICAL FABRIC-FACED PANEL CEILINGS CAD FILE NO. PF 5. SKIM COAT: FOR FINAL COAT OF LEVEL 5 FINISH, USE DRYING TYPE,ALL-PURPOSE COMPOUND. OVER SWIMMING POOLS. ._. . m co U) MATTITUCK-G-013.DWG v i 1.10 WARRANTY 1.7800-12'WALL MOLDING C. CLOSE SPACES TO TRAFFIC DURING FLOOR TILE INSTALLATION, 2. REVIEW INSTALLATION PROCEDURES, INCLUDING LOCATIONS AND TYPES OF SEAMS, CARPET PATTERNS AND EDGE A.ACOUSTICAL PANEL: SUBMIT A WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER,AGREEING TO REPAIR OR REPLACE PANELS E.ACCESSORIES: D. CLOSE SPACES TO TRAFFIC FOR 48 HOURS AFTER FLOOR TILE INSTALLATION. DETAILS. THAT FAIL WITHIN THE WARRANTY PERIOD. FAILURES INCLUDE,BUT ARE NOT LIMITED TO THE FOLLOWING: EINSTALL FLOOR TILE AFTER OTHER FINISHING OPERATIONS,INCLUDING PAINTING, HAVE BEEN COMPLETED. 3. REQUIRE IN ATTENDANCE,THE CONTRACTOR, ARCHITECT, CARPET INSTALLER,AND OTHER PARTIES AFFECTED BY THIS E.2.3.3 METAL SUSPENSION SYSTEMS WORK. V 1.ACOUSTICAL PANELS: SAGGING AND WARPING 1.8 EXTRA MATERIALS C. MOCK-UP: � ( � )r��7,r-4,� i_A.COMPONENTS: A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH 1. PUBLIC AREA MOCK-UP; �/ , 2.GRID SYSTEM: RUSTING AND MANUFACTURER'S DEFECTS A.ACCEPTABLE PRODUCT:ARMSTRONG DRYWALL GRID SYSTEM(DGS) PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. a. INSTALL CARPET AT LOCATION AS DESIGNATED BY THE ARCHITECT, SUFFICIENTLY LARGE TO DEMONSTRATE B.WARRANTY PERIOD: 1• RESILIENT TILE FLOORING; FULL-SIZE UNITS EQUAL TO ONE FULL BOX OF EACH FLOORING TYPE, INSTALLATION TECHNIQUES. HD8906 DRYWALL GRID MAIN BEAM 1.9 PERFORMANCE REQUIREMENTS b. APPROVED MOCK-UP MAY BE INCORPORATED INTO THE WORK. 1.ACOUSTICAL PANELS:ONE:(1)YEAR FROM DATE OF SUBSTANTIAL COMPLETION CLIENT: XL8945P-4'DRYWALL GRID CROSS TEE A. FIRE-TEST-RESPONSE CHARACTERISTICS: FOR RESILIENT TILE FLOORING, AS DETERMINED BY TESTING IDENTICAL 1.4 PROJECT CONDITIONS 2.CIRRUS:TEN(10)YEARS FROM DATE OF SUBSTANTIAL COMPLETION PRODUCTS ACCORDING TO ASTM E648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY. XL8926-2'DRYWALL GRID CROSS TEE A. DO NOT BEGIN INSTALLATION UNTIL PAINTING AND FINISHING WORK HAVE BEEN COMPLETED. _a 3.GRID:ONE(1)YEAR FROM DATE OF SUBSTANTIAL COMPLETION 1. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I,NOT LESS THAN 0.45 W/SQ.CM. B. ENVIRONMENTAL REQUIREMENTS: SB12P STRONGBACK 1.10 VINYL COMPOSITION FLOOR TILE 1. TEMPERATURE OF SPACES AND SUBFLOOR BETWEEN 65 AND 90 DEGREES F. r♦ - 1 . C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE A. VCT-1: SPECIFIED IN DRAWINGS FINISH LEGEND. 2. HUMIDITY IN SPACES TO RECEIVE CARPET BETWEEN 20 AND 65 PERCENT, CONTRACT DOCUMENTS AND WILL BE IN ADDITION TO AND RUN CONCURRENT WITH OTHER WARRANTIES MADE BY THE CONTRACTOR B.ATTACHMENT DEVICES: SIZE FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, DIRECT HUNG UNLESS OTHERWISE A. D.P.C./we engineer success UNDER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. INDICATED. 1.11 INSTALLATION MATERIALS C. HVAC SYSTEM SHALL BE PERMANENTLY IN OPERATION. 116 West 32nd Street,12th Floor,New York,N.Y.10001 .11 MAINTENANCE C.WIRE FOR HANGERS AND TIES:ASTM A 641,CLASS 1 ZINC COATING,SOFT ANNEALED,WITH A YIELD STRESS LOAD OF AT LEAST TIME A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT BASED OR BLENDED 1.5 GUARANTEE/WARRANTY P 212.643.9055 F 212.643.0503 www.mgedpc.net THREE DESIGN LOAD,BUT NOT LESS THAN 12 GAUGE. HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY FLOOR TILE MANUFACTURER FOR APPLICATIONS A. GUARANTEE CARPET INSTALLATION FOR 1 YEAR AFTER SUBSTANTIAL COMPLETION. IF INSTALLATION DEFECTS HAVE MEP EN04EM A. EXTRA MATERIALS: DELIVER EXTRA MATERIALS TO OWNER. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INDICATED. INSTALLED. PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH APPROPRIATE LABELS. 2.4.1 ALUMINUM CUSTOM TRIM-EXTRUDED CAUSED IRREPARABLE DAMAGE TO THE CARPET, PROVIDE NEW MATERIALS TO MATCH THAT DAMAGED AT NO ADDITIONAL B. ADHESIVE: WATER-RESISTANT TYPE RECOMMENDED BY FLOOR TILE AND ADHESIVE MANUFACTURERS TO SUIT FLOOR TILE COST TO THE OWNER. PERFORM GUARANTEE WORK AT A TIME CONVENIENT TO THE OWNER. 1.ACOUSTICAL CEILING UNITS: FURNISH QUALITY OF FULL-SIZE UNITS EQUAL TO 5.0 PERCENT OF AMOUNT INSTALLED. PRODUCT/MANUFACTURER: AXIOM TRIM CHANNEL:AXIOM KNIFE EDGE STRAIGHT ARMSTRONG WORLD INDUSTRIES,INCORPORATED AND SUBSTRATE CONCITIONS INDICATED. B. SUBMIT AVAILABLE MANUFACTURER CARPET WARRANTIES. 2. EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED SUSPENSION COMPONENT EQUAL TO 2.0 A. COMMERCIAL QUALITY EXTRUDED ALUMINUM ALLOY 6063 TRIM CHANNEL, FACTORY FINISHED IN BAKED POLYESTER PAINT. 1. ADHESIVES SHALL COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT;a. ADHESIVES: 50 G/L OR LESS. 1.6 MAINTENANCE PERCENT OF AMOUNT INSTALLED. COMMERCIAL QUALITY GALVANIZEDSTEEL UNFINISHED T-BAR CONNECTION CLIPS;GALVANIZED STEEL SPLICE PLATES. C. TRANSITION STRIPS: VINYL; COLOR AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD. SEALER AND A. MAINTENANCE MATERIALS: FURNISH 5 PERCENT EXTRA STOCK OF EACH TYPE OF CARPET FOR THE OWNER'S USE FOR PART 2-PRODUCTS 1.COLOR:WHITE WAX:TYPE AS RECOMMENDED BY THE MANUFACTURER OF THE FLOORING MATERIAL TO BE SEALED AND WAXED. MAINTENANCE, CARPET SHALL BE NEW UNCUT STOCK,AND NOT EXCESS MATERIALS REMAINING FROM INSTALLATION. 2.1 MANUFACTURERS 2.ACCEPTABLE PRODUCT:AXIOM KNIFE EDGE, CUSTOM AXIOM KNIFE EDGE STRAIGHT AS MANUFACTURED BY ARMSTRONG WORLD D. ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF 1.7 CARPET INDUSTRIES RESILIENT FLOORING, SHALL BE ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS A. CT-#TYPES: SPECIFIED IN DRAWINGS FINISH LEGEND. APPLIED AND SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 1.8 ACCESSORIES A.CEILING PANELS: B.AXIOM TRIM CHANNEL: 12 EXAMINATION 1.ARMSTRONG WORLD INDUSTRIES,INC. 1. A. ADHESIVES: CUSTOM AXIOM KNIFE EDGE STRAIGHT A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS 1• USE ADHESIVES AS APPROVED BY THE CUSHION AND CARPET MANUFACTURERS. WHEN NONE IS RECOMMENDED, USE B. SUSPENSION SYSTEMS: ITEM:AXKEDWSTR COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING ADHESIVES AS RECOMMENDED BY ONE OF THE FOLLOWING ADHESIVE MANUFACTURERS FOR THE APPLICATION: 1.ARMSTRONG WORLD INDUSTRIES,INC. C.AXIOM OUTSIDE CORNER POSTS(STRAIGHT ONLY); OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. a. ROBERTS CONSOLIDATED INDUSTRIES(800-423-6545)• B. DO NOT BEGIN INSTAL_ATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES C:PERIMETER SYSTEMS NONE ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE b. PARA CHEM(864-967 7691). CONDITIONS. c. WF TAYLOR(800-397-4583).. 1.ARMSTRONG WORLD INDUSTRIES,INC. D.AXIOM INSIDE CORNERS(STRAIGHT ONLY): 1.13 PREPARATION d. THE W.W. HENRY COMPANY(800-232-4832). 2.2.1 ACOUSTICAL CEILING UNITS NONE B. SEAM SEALER: PARA-CHEM"PARABOND M-4263 SOLVENT FREE UNIVERSAL SEAM SEALER." A, PREPARE SUBSTRATES ACCORDING TO FLOOR TILE MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF A.ACOUSTICAL PANELS TYPE AP E.AXIOM ACCESSORIES: RESILIENT PRODUCTS. C. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER, MIXED WITH WATER TO PRODUCE CEMENTITIOUS PASTE. 1.SURFACE TEXTURE: FINE B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F710. DEPENDABLE CHEMICAL CO., INC. "DEPENDABLE WHITE SKIMCOAT UNDERLAYMENT" WITH "LATEX LIQUID ADDITIVE," W.W. 2.COMPOSITION: FIBERGLASS 1.AXCCLT45 -KNIFE EDGE 45 CUP 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS,SEALERS,AND HARDENERS. HENRY COMPANY"#549 FEATHER FINISH UNDERLAYMENT PATCH AND SKIMCOAT,"OR APPROVED. 3.COLOR:WHITE 2. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT D. HOT MELT TAPE: ROBERTS"SUPER GT;"ORCON"CT-3 SUPER TAPE;"OR APPROVED. 2.DDC-DOUBLE DRYWALL CLIP-USED FOR CLOUD SUSPENSION CONTAIN SOAP,WAX,OIL,OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY FLOOR TILE MANUFACTURER. E. EDGE STRIPS: VINYL REDUCER STRIPS; SIZE AS APPROPRIATE FOR CONDITIONS; COLOR AS SELECTED FROM THE 4.SIZE: 241N X 241N DO NOT USE SOLbENTS. MANUFACTURER'S STANDARD LINE. 5.EDGE PROFILE: SQUARE TEGULAR 9/161N FOR INTERFACE WITH SUPRAFINE XL 9/16"EXPOSED TEE GRID. PART 3 EXECUTION 3. ALKALINITY AND ADHESION TESTING: PERFORM TESTS RECOMMENDED BY FLOOR TILE MANUFACTURER. PROCEED 1.9 EXAMINATION 6.NOISE REDUCTION COEFFICIENT(NRC): ASTM C 423;CLASSIFIED WITH UL LABEL ON PRODUCT CARTON 0.95 WITH INSTALLATION ONLY AFTER SUBSTRATE ALKALINITY FALLS WITHIN RANGE ON PH SCALE RECOMMENDED BY 7.CEILING ATTENUATION CLASS(CAC): 3.1 EXAMINATION MANUFACTURER IN WRITING, BUT NOT LESS THAN 5 OR MORE THAN 9 PH. A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. 4. MOISTURE TESTING: PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING ACCORDING TO FLOOR 8.SABIN:N/A A. DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE, TERRAllO, PLASTERING AND PAINTING HAS BEEN TILE MANUFACTURER'S WRITTEN RECOMMENDATIONS,BUT NOT LESS STRINGENT THAN THE FOLLOWING: B. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 9.ARTICULATION CLASS(AC): ASTM E 1111;CLASSIFIED WITH UL LABEL ON PRODUCT CARTON 190 COMPLETED AND THOROUGHLY DRIED OUT, UNLESS EXPRESSLY PERMITTED BY MANUFACTURER'S PRINTED RECOMMENDATIONS. a. PERFORM ANHYDROUS CALCIUM CHLORIDE TEST ACCORDING TO ASTM F 1869. PROCEED WITH INSTALLATION C. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE 10.FLAME SPREAD: ASTM E 1264;CLASS A(UL) (EXCEPTION:HUMIGUARD MAX CEILINGS) ONLY AFTER SUBSTRATES HAVE MAXIMUM MOISTURE-VAPOR-EMISSION RATE OF 3 LB OF WATER/1000 SQ. FT. IN 24 OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS, 11.LIGHT REFLECTANCE(LR)WHITE PANEL: ASTM E 1'77;0.90 3.2 PREPARATION HOURS. D. ENSURE THAT CONCRETE FLOORS ARE FREE FROM SCALING,AND EXHIBIT ACID NEUTRALITY, 12.DIMENSIONAL STABILITY:HUMIGUARD PLUS A. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF b. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ACCORDING TO ASTM F2170, PROCEED WITH E. MOISTURE TESTING OF CONCRETE SLABS: INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAXIMUM 75 PERCENT RELATIVE HUMIDITY LEVEL. 13.RECYCLE CONTENT:POST-CONSUMER-12%PRE-CONSUMER-59% EACH CEILING. AVOID USE OF LESS THAN HALF WIDTH UNITS AT BORDERS, AND COMPLY WITH REFLECTED CEILING PLANS. 1. TEST AT ALL NEW CONCRETE SLABS INDICATED TO RECEIVE GLUED DOWN CARPETING, TO DETERMINE THE VAPOR 14.ACCEPTABLE PRODUCT:OPTIMA LAY-IN AND TEGULAR,3251 AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES COORDINATE PANEL LAYOUT WITH MECHANICAL AND ELECTRICAL FIXTURES. C. FILL CRACKS, HOLES,AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE EMISSION RATE. BUMPS AND RIDGES TOPRODUCE A UNIFORM AND SMOOTH SUBSTRATE. 2.2.2 ACOUSTICAL CEILING UNITS B. COORDINATION: FURNISH LAYOUTS FOR PRESET INSERTS,CLIPS,AND OTHER CEILING ANCHORS WHOSE INSTALLATION IS SPECIFIED IN 2. PERFORM TESTS IN ACCORDANCE WITH ASTM F1869. OTHER SECTIONS. D. DO NOT INSTALL FLOOR TILES UNTIL THEY ARE THE SAME TEMPERATURE AS THE SPACE WHERE THEY ARE TO BE INSTALLED. 3. NOTIFY THE ARCHITECT IF TESTS RESULTS SHOW A VAPOR EMISSION RATE WHICH EXCEEDS 5 LBS PER 1000 SF IN A 24 A.ACOUSTICAL PANELS TYPE AP 1. AT LEAST 48 HOURS IN ADVANCE OF INSTALLATION, MOVE RESILIENT FLOOR TILE AND INSTALLATION MATERIALS INTO HOUR PERIOD. 1. FURNISH CONCRETE INSERTS AND SIMILAR DEVICES TO OTHER TRADES FOR INSTALLATION WELL IN ADVANCE OF TIME NEEDED FOR SPACES WHERE THEY WILL BE INSTALLED, 1.10 PREPARATION 1.SURFACE TEXTURE: FINE COORDINATION OF OTHER WORK. 2.COMPOSITION: MINERAL FIBER 3.3 INSTALLATION E. IMMEDIATELY BEFORE INSTALLATION,SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT FLOOR TILE. A. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER, AND OTHER SUBSTANCES WHICH WOULD BE 3.COLOR:WHITE 1.14 FLOOR TILE INSTALLATIDN DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. 4.SIZE: 241N X 241N A.FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS. A. INSTALL RESILIENT TILE FLOORING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, B. INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS, CONSTRUCTION JOINTS, HOLES AND OTHER DEFECTS, AND AS OPEN FLOOR TILE CARTONS,S, ENOUGH TO COVER EACH AREA,AND MIX TILE TO ENSURE SHADE VARIATIONS DO NOT OCCUR REQUIRED TO ADJUST LEVEL TO MEET ADJACENT FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 1 FOOT; FLOAT TO 5.EDGE PROFILE: BEVELED TEGULAR 9/161N FOR INTERFACE WITH SUPRAFINE XL 9/16"EXPOSED TEE GRID. B. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND IN COMPLIANCE WITH B 6.NOISE REDUCTION COEFFIcCIENT(NRC): ASTM C 423;CLASSIFIED WITH UL LABEL ON PRODUCT CARTON 0.80 ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION. WITHIN ANY ONE AREA. SMOOTH, FLAT,HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER. C. SET FLOORING IN PLACE, PRESS WITH HEAVY 150 LB. ROLLER TO ENSURE FULL ADHESION. C. VENTILATE CARPET PRIOR TO INSTALLATION. REMOVE FROM PACKAGING AND VENTILATE IN A SECURE, DRY, 7.CEILING ATTENUATION CLASS(CAC): ASTM C 1414;CLASSIFIED WITH UL LABEL ON PRODUCT CARTON 35 C.SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4-0 ON CENTER ALONG THE LENGTH OF THE MAIN WELL-VENTILATED SPACE FREE FROM STRONG CONTAMINANT SOURCES AND RESIDUES. PROVIDE A TEMPERATURE RANGE 8.SABIN:N/A RUNNER. INSTALL HANGER WIRES PLUMB AND STRAIGHT. D. LAY OUT FLOOR TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS,SO TILES OF 60 DEGREES F MINIMUM TO 90 DEGREE F MAXIMUM CONTINUOUSLY FOR MINIMUM 72 HOURS. DO NOT VENTILATE WITHIN AT OPPOSITE EDGES CF ROOM ARE OF EQUAL WIDTH. ADJUST AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LIMITS OF WORK UNLESS OTHERWISE APPROVED BY ARCHITECT. 9.ARTICULATION CLASS(AC): ASTM E 1111;CLASSIFIED WITH UL LABEL ON PRODUCT CARTON 170 D. INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES. MITER CORNERS WHERE WALL LESS THAN ONE-HALF TILE AT PERIMETER. 10.FLAME SPREAD: ASTM E 1264;CLASS A(UL) MOLDINGS INTERSECT OR INSTALL CORNER CAPS. 1.11 GENERAL INSTALLATION REQUIREMENTS E. MATCH FLOOR TILES FOR COLOR AND PATTERN BY SELECTING TILES FROM CARTONS IN THE SAME SEQUENCE AS CARPET INSTALLATION SHALL BE TIGHT AND FLAT TO THE SUBFLOOR, SECURELY FASTENED IN POSITION, AND SHALL 12.DIMENSIONAL STABILITY:HUMIGUARD PLUS 1. LAY TILES IN PATTERN OF COLORS AND SIZES INDICATED. BE 11.LIGHT REFLECTANCE(LR)WHITE PANEL: ASTM E 1477;0.87 E.FOR REVEAL EDGE PANELS: CUT AND REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER AREAS AND VERTICAL SURFACES. MANUFACTURED AND P,NCKAGED,IF SO NUMBERED, DISCARD BROKEN,CRACKED,CHIPPED,OR DEFORMED TILES. A. PRESENT A UNIFORM APPEARANCE. PROVIDE COLOR, PATTERN,AND TEXTURE MATCH WITHIN EACH AREA, SEAMS SHALL LL 13.RECYCLE CONTENT:POST-CONSUMER-0%PRE-CCNSUMER-68% F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM,WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND F. SCRIBE, CUT, AND FIT FLOOR TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT FIXTURES STRONG,TIGHTLY BUTTED,AND FLAT. 14.ACCEPTABLE PRODUCT:ULTIMA HIGH NRC,1942 AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES CROSS TEES. CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES. SUPPORT EDGES BY WALL MOLDINGS. INCLUDING BUILT-IN FURNITURE,CABINETS, PIPES,OUTLETS, FLOOR DRAINS,AND DOOR FRAMES, B. INSTALL CARPETS IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PRINTED INSTRUCTIONS FOR THE TYPE 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 3.4 ADJUSTING AND CLEANING OF SUBSTRATE AND APPLICATION INDICATED. 2.2.3 ACOUSTICAL CEILING UNITS G. EXTEND FLOOR TILES INTO TOE SPACES, DOOR REVEALS, CLOSETS, AND SIMILAR OPENINGS. EXTEND FLOOR TILES TO C. UNLESS OTHERWISE INDICATED, INSTALL RESILIENT EDGE STRIPS AT CARPET EDGES WHERE CARPET MEETS RESILIENT NO. REVISION DATE BY A.REPLACE DAMAGED AND BROKEN PANELS. CENTER OF DOOR OPENINGS. FLOORING, WHERE CARPET TO RESILIENT OR CONCRETE SURFACE FLOORING TRANSITION IS INDICATED AT DOOR A.CEILING PANELS TYPE AP H. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY OPENINGS,LOCATE TO CENTER RESILIENT EDGE STRIP UNDER DOOR, ,- 1.SURFACE TEXTURE: SMOOTH B.CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS,AND SUSPENSION MEMBERS. COMPLY WITH REPEATING ON FLOOR TILES AS MARKED ON SUBSTRATES. USE CHALK OR OTHER NONPERMANENT MARKING DEVICE. 1.12 ROLL STOCK CARPET INSTALLATION MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUCH UP OF MINOR FINISH DAMAGE. REMOVE ANY CEILING PRODUCTS THAT 2.COMPOSITION: DRYWALL CANNOT BE SUCCESSFULLY CLEANED AND OR REPAIRED. REPLACE WITH ATTIC STOCK OR NEW PRODUCT TO ELIMINATE EVIDENCE OF I• ADHERE FLOOR TILES TO FLOORING SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A. CARPET SHALL BE GLUE MOUNTED. \rch'ltectu re 3.COLOR:WHITE DAMAGE. A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER NARKS,AND OTHER SURFACE IMPERFECTIONS. B. PERFORM INSTALLATION USING SEQUENTIAL ROLLS, 4.SIZE: 5/8" C. BEFORE DISPOSING OF CEILINGS, CONTACT THE ARMSTRONG RECYCLING CENTER AT 877-276-7876, SELECT OPTION #1 THEN #8 TO 1.15 CLEANING AND PROTECTION C. APPLY SEAM SEALER TO CUT EDGES OF TUFTED LOOP PILE AND WOVEN CARPETS, PRIOR TO SEAMING. 5.ACCEPTABLE PRODUCT:DRYWALL MANUFACTURED 3Y OTHERS REVIEW WITH A CONSULTANT THE CONDITION AND LOCATION OF BUILDING WHERE THE CEILINGS WILL BE REMOVED.THE CONSULTANT WILL VERIFY THE CONDITION OF THE MATERIAL AND THAT IT MEETS THE ARMSTRONG REQUIREMENTS FOR RECYCLING. THE A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTING FLOOR TILE. D. UNLESS RECOMMENDED OTHERWISE BY THE CARPET MANUFACTURER FOR COMMERCIAL APPLICATION, SEAM CARPETS TPG ARCHITECTURE, LLP 2.3.1 METAL SUSPENSION SYSTEMS ARMSTRONG CONSULTANT WITH PROVIDE ASSISTANCE TO FACILITATE THE RECYCLE OF THE CEILING. B. PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY AFTER COMPLETING FLOOR TILE INSTALLATION; MOUNTED OVER PAD BY HAND SEWING OR HOT MELT TAPE. WITH HAND SEWING, OVERCAST STITCHING WILL NOT BE 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 PERMITTED. A.COMPONENTS: 1. REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED SURFACES. 631.547.7300 1 TPGARCHITECTURE.COM SECTION 0096519•RESILIENT TILE FLOORING E. INSTALL PATTERNED CARPET WITH EXACT END AND SIDE MATCHES. MAIN BEAMS AND CROSS TEES, BASE METAL AND END DETAIL, FABRICATED FROM COMMERCIAL QUALITY HOT DIPPED GALVANIZED 2. SWEEP AND VACUUM SURFACES THOROUGHLY, STEEL COMPLYING WITH ASTM A 653. MAIN BEAMS AND CROSS TEES ARE DOUBLE-WEB STEEL CONSTRUCTION WITH TYPE EXPOSED 1.1 SUMMARY 3. DAMP-MOP SURFACES TO REMOVE MARKS AND SOIL. 1.13 REMNANTS IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN FLANGE DESIGN. EXPOSED SURFACES CHEMICALLY CLEANSED, CAPPING PREFINISHED GALVANIZED STEEL IN BAKED POLYESTER A. SECTION INCLUDES: A. UPON COMPLETION OF THE INSTALLATION, CONTACT THE OWNER'S REPRESENTATIVE FOR SELECTION OF REMNANTS. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PAINT. MAIN BEAMS AND CROSS TEES SHALL HAVE ROTARY STITCHING. C. PROTECT FLOOR TILE FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND CAREFULLY WRAP AND MARK SEPARATELY THE SELECTED REMNANTS FOR EACH TYPE OF CARPET,AND NOTE THE TYPE AND PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1. VINYL COMPOSITION FLOOR TILE. PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. LOCATION(S) WHERE INSTALLED. DELIVER SELECTED REMNANTS TO A LOCATION ON SITE AS DIRECTED BY THE OWNER. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND A.STRUCTURAL CLASSIFICATION: ASTM C 635 HEAVY DUTY DUTY 1.2 SUBMITTALS D. COVER FLOOR TILE UNTIL SUBSTANTIAL COMPLETION. REMOVE AND DISPOSE OF REMAINDER AT A LEGAL OFF-SITE LOCATION. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, B.COLOR:WHITE AND MATCH THE ACTUAL COLOR OF THE SELECTED CEILING TILE,UNLESS NOTED OTHERWISE. A. SUBMITTALS FOR REVIEW: 1.14 CLEANUP OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, SECTION 096816•SHEET CARPETING A. THE PREMISES SHALL BE KEPT FREE FROM UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. C.ACCEPTABLE PRODUCT:SUPRAFINE XL 9/16"EXPOSED TEE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES 2. SAMPLES: FULL-SIZE UNITS OF EACH COLOR AND PATTERN OF FLOOR TILE REQUIRED, 1.1 SUMMARY DURING THE PROGRESS OF THE WORK. B. ATTACHMENT DEVICES: SIZE= FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, DIRECT HUNG UNLESS OTHERWISE B. INFORMATIONAL SUBMITTALS; A. SECTION INCLUDES: B. REMOVE THREADS WITH SHARP SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S RECOMMENDED SPOT REMOVER. PROJECT INDICATED. 1. QUALIFICATION DATA: FOR INSTALLER, 1. GLUE DOWN SHEET CARPETING. C. IMMEDIATELY AFTER LAYING, THOROUGHLY POWER VACUUM ENTIRE SURFACE USING EQUIPMENT WITH MOTOR DRIVEN CAPITAL ONE C. WIRE FOR HANGERS AND TIES:ASTM A 641, CLASS 1 ZINC COATING, SOFT ANNEALED,WITH A YIELD STRESS LOAD OF AT LEAST TIME 1.3 CLOSEOUT SUBMITTALS 1.2 SUBMITTALS BRUSHES. MATTITUCK7 NY THREE DESIGN LOAD,BUT NOT LESS THAN 12 GAUGE. 1.15 PROTECTION AND FINAL CLEANING � A. MAINTENANCE DATA: FOR EACH TYPE OF FLOOR TILE TO INCLUDE IN MAINTENANCE MANUALS. A. SUBMITTALS FOR REVIEW: A. PROTECT CARPET FROM DAMAGE DURING REMAINDER OF CONSTRUCTION AND MOVE-IN PERIOD. 11700 MAIN ROAD o= N D.EDGE MOLDINGS AND TRIM: 1.4 MAINTENANCE MATERIAL SUBMITTALS 1. PRODUCT DATA: "' B. FINAL CLEANING: AS SPECIFIED IN SECTION 017423. 1.7800-12'WALLMOLDING A. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING a. CARPET. MATTITUCK, NY 11952 C:) FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. b. INSTALLATION INSTRUCTIONS FOR EACH CARPET TYPE. __7 E.ACCESSORIES: 1. FLOOR TILE: ONE FULL BOX OF EACH TYPE, c. ACCESSORIES. SECTION 097733•SANITARY WALL PANELS DRAWING 2.3.2 METAL SUSPENSION SYSTEMS 1.5 QUALITY ASSURANCE d. ADHESIVES. 1.1 SUMMARY PROJECT SPECIFICATIONS ;� A. INSTALLER QUALIFICATIONS: A QUALIFIED INSTALLER WHO EMPLOYS WORKERS FOR THIS PROJECT WHO ARE COMPETENT IN 2. LAYOUT DRAWINGS: SHOW FIELD CONDITIONS, SEAM LAYOUT, LAY OF THE PILE, TRIM LOCATIONS, LOCATIONS AND A. SECTION INCLUDES: o Q A.COMPONENTS: o m TECHNIQUES REQUIRED BY MANUFACTURER FOR FLOOR TILE INSTALLATION AND SEAMING METHOD INDICATED. DIMENSIONS FOR CUTOUTS AND BORDERS,AND MATERIALS FOR TRANSITION TO OTHER FLOORING MATERIALS. 1• PREFINISHED SANITARY WALL PANELS. N 1• ENGAGE AN INSTALLER WHO EMPLOYS WORKERS FOR THIS PROJECT WHO ARE TRAINED OR CERTIFIED BY FLOOR TILE 3. SAMPLES: 2. TRIM. co MAIN BEAMS AND CROSS TEES, BASE METAL AND END DETAIL, FABRICATED FROM COMMERCIAL QUALITY HOT DIPPED GALVANIZED MANUFACTURER FOR INSTALLATION TECHNIQUES REQUIRED. CD STEEL COMPLYING WITH ASTM A 653. MAIN BEAMS AND CROSS TEES ARE DOUBLE WEB STEEL CONSTRUCTION WITH TYPE EXPOSED a. SUBMIT MININUM OF 9 INCH SQUARE SAMPLES OF EACH CARPET PROPOSED. 1.2 SUBMITTALS o � FLANGE DESIGN. EXPOSED SURFACES CHEMICALLY CLEANSED,CAPPING PREFINISHED GALVANIZED STEEL IN BAKED POLYESTER PAINT. 1.6 DELIVERY,STORAGE,AND HANDLING b. SUBMIT A MINIMUM 9 INCH SQUARE SAMPLE OF EACH TYPE OF CARPET SEAM. INCLUDE A SAMPLE OF EACH TYPE A. SUBMITTALS FOR REVIEW: v � MAIN BEAMS AND CROSS TEES SHALL HAVE ROTARY STITCHING. �, A. STORE FLOOR TILE AND INSTALLATION MATERIALS IN DRY SPACES PROTECTED FROM THE WEATHER, WITH AMBIENT OF SEAM USED TO JOIN EACH TYPE OF CARPET,AND A SAMPLE OF EACH TYPE OF SEAM USED TO JOIN DIFFERENT TYPES OF CARPETS. 1. SAMPLES: SEAL DATE 0/03/2016 Y a; 1.STRUCTURAL CLASSIFICATION: ASTM C 635 HEAVY DUTY DUTY TEMPERATURES MAINTAINED WITHIN RANGE RECOMMENDED BY MANUFACTURER, BUT NOT LESS THAN 50 DEGREES F OR C, MORE THAN 90 DEGREES F. STORE FLOOR TILES ON FLAT SURFACES. c. SUBMIT SAMPLES OF EACH TYPE OF CARPET EDGE STRIP, MINIMUM 3 INCHES IN LENGTH, PROPOSED FOR THE a, 6 X 6 INCH PANEL SAMPLES EACH COLOR. Ep ARC PROJECT No. 3516014-00 ~ a� 1.COLOR:WHITE AND MATCH THE ACTUAL COLOR OF THE SELECTED CEILING TILE,UNLESS NOTED OTHERWISE. WORK. b. 6 INCH LONG TRIM SAMPLES. „`(�Q` ,�, 1.7 FIELD CONDITIONS B. CONTRACT CLOSEOUT SUBMITTALS: SUBMIT MAINTENANCE INSTRUCTIONS. B. QUALITY CONTROL SUBMITTALS: �Q\GMPl t yEw sT �� SCALE F 3.ACCEPTABLE PRODUCT:SUPRAFINE XL 9/16"EXPOSED TEE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES A. MAINTAIN AMBIENT TEMPERATURES WITHIN RANGE RECOMMENDED BY MANUFACTURER, BUT NOT LESS THAN 70 DEGREES F N -^1 w w 1. CERTIFICATES OF COMPLIANCE: CERTIFICATION FROM AN INDEPENDENT TESTING LABORATORY THAT PANELS MEET OR MORE THAN 95 DEGREES F,IN SPACES TO RECEIVE FLOOR TILE DURING THE FOLLOWING TIME PERIODS: 1.3 QUALITY ASSURANCE M G UNLESS OTHERWISE DWG NO, Y B. ATTACHMENT DEVICES: SIZE: FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, DIRECT HUNG FIRE HAZARD CLASSIFICATION REQUIREMENTS. * _` N �Ir _ C) INDICATED. 1. 48 HOURS BEFORE INSTALLATION. A. CARPET INSTALLER: 0 2. DURING INSTALLATION. 1.3 QUALITY ASSURANCE 1• MINIMUM OF 3 YEARS EXPERIENCE IN CARPET INSTALLATIONS OF SIMILAR SIZE AND SCOPE. ABLE TO SHOW EVIDENCE N Q. CD � C.WIRE FOR HANGERS AND TIES:ASTM A 641, CLASS 1 ZINC COATING,SOFT ANNEALED,WITH A YIELD STRESS LOAD OF AT LEAST TIME 3. 48 HOURS AFTER INSTALLATION. OF EXPERIENCE WHEN REQUESTED BY THE ARCHITECT A. INSTALLER QUALIFICATIONS: MINIMUM 3 YEARS'EXPERIENCE IN WORK OF THIS SECTION. at 8426' y� Ez G-014 . 0' THREE DESIGN LOAD,BUT NOT LESS THAN 12 GAUGE. B. FIRE HAZARD CLASSIFICATION;TESTED TO ASTM E84. OF N B. AFTER INSTALLATION AND UNTIL SUBSTANTIAL COMPLETION, MAINTAIN AMBIENT TEMPERATURES WITHIN RANGE B. PRE-INSTALLATION CONFERENCE: Lr,�0 -0 � D.EDGE MOLDINGS AND TRIM: RECOMMENDED BY MANUFACTURER, BUT NOT LESS THAN 55 DEGREES F OR MORE THAN 95 DEGREES F. 1. SCHEDULE A CONFERENCE A MINIMUM OF 10 CALENDAR DAYS PRIOR TO THE INSTALLATION OF THE CARPETING. 1. FLAME SPREAD:MAXIMUM[25.][200.] CAD FILE N0. `D 2. SMOKE DENSITY:MAXIMUM 450. 8 MATTITUCK-G-014.DWG 1.4 PROJECT CONDITIONS CONSTRUCTION JOINT ASSEMBLIES, SEAL ALL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, INCLUDING INTERIOR ENAMEL. CUTOUTS FOR LIGHTING FIXTURESA. ARCHITECT RESERVES THE RIGHT TO INVOKE THE FOLLOWING TEST PROCEDURE AT ANYTIME AND AS OFTEN AS ARCHITECT A. DO NOT INSTALL PRODUCTS IF TEMPERATURE, HUMIDITY, AND VENTILATION REQUIREMENTS ARE OUTSIDE LIMITS ,CABINETS, PIPES AND PLUMBING, HVAC DUCTS,AND ELECTRICAL BOXES. 1. SHERWIN WILLIAMS;PROMAR 200 ZERO VOC B20-2600 SERIES. DEEMS NECESSARY DURING THE PERIOD WHEN PAINT IS BEING APPLIED: RECOMMENDED BY MANUFACTURER. 1.5 MANUFACTURERSC. INTERIOR SEMI-GLOSS ACRYLIC ENAMEL FOR WOOD, HARDBOARD, FERROUS AND ZINC-COATED METAL: 1. ARCHITECT WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO SAMPLE PAINT MATERIAL BEING USED. SECTION 099100-PAINTING FACTORY-FORMULATED SEMIGLOSS ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION, SAMPLES OF MATERIAL DELIVERED TO PROJECT WILL BE TAKEN, IDENTIFIED,SEALED,AND CERTIFIED IN THE PRESENCE A. ACCEPTABLE MANUFACTURERS: 1.1 SUMMARY 1. SHERWIN WILLIAMS;PROMAR 200 ZERO VOC B31-2600 SERIES. OF CONTRACTOR,TESTING AGENCY WILL PERFORM APPROPRIATE TESTS. �a� ?� o 3. BASIS OF DESIGN: MARLITE.(WWW.MARLITE.COM) A. SECTION INCLUDES: 1.13 INTERIOR WOOD STAINS AND VARNISHES 2. p 4. CRANE COMPOSITES.(WWW.CRANECOMPOSITES.COM) 13. ARCHITECT MAY DIRECT CONTRACTOR TO STOP PAINTING IF TEST RESULTS SHOW MATERIAL BEING USED DOES NOT. SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED EXTERIOR AND INTERIOR ITEMS AND SURFACES. A. INTERIOR WOOD SPAIN: FACTORY-FORMULATED ALKYD-BASED PENETRATING WOOD STAIN FOR INTERIOR APPLICATION 5. NUDO PRODUCTS, INC.(WWW.NUDO.CONI) a. SURFACE PREPARATION, PRIMING, AND FINISH COATS SPECIFIED IN THIS SECTION ARE IN ADDITION TO SHOP APPLIED AT SPREADING RATE RECOMMENDED BY MANUFACTURER. COMPLY WITH SPECIFIED REQUIREMENTS, CONTRACTOR SHALL REMOVE NONCOMPLYING PAINT FROM PROJECT SITE, 6. PANOLAM INDUSTRIES INTERNATIONAL, PAY FOR TESTING, AND REPAINT SURFACES PREVIOUSLY COATED WITH THE NONCOMPLYING PAINT. IF NECESSARY, IVC.(WWW.PANOLAM,COM) PRIMING AND SURFACE TREATMENT SPECIFIED IN OTHER SECTIONS. 1. SHERWIN-WILLIAMS;WOOD CLASSICS INTERIOR OIL STAIN A-48 SERIES. CONTRACTOR MAY BE REQUIRED TO REMOVE NONCOMPLYING PAINT FROM PREVIOUSLY PAINTED SURFACES IF, ON CLIENT: B. SUBSTITUTIONS: UNDER PROVISIONS OF DIVISION 01. B. PAINT EXPOSED SURFACES, EXCEPT WHERE THESE SPECIFICATIONS INDICATE THAT THE SURFACE OR MATERIAL IS NOT TO B. CLEAR SANDING SEALER: FACTORY-FORMULATED FAST-DRYING ALKYD-BASED CLEAR WOOD SEALER APPLIED AT REPAINTING WITH SPECIFIED PAINT,THE TWO COATINGS ARE INCOMPATIBLE. 1.6 MATERIALS BE PAINTED OR IS TO REMAIN NATURAL. IF AN ITEM OR A SURFACE IS NOT SPECIFICALLY MENTIONED, PAINT THE ITEM OR SPREADING RATE RECOMMENDED BY MANUFACTURER, 1.18 CLEANINGA SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES. IF A COLOR OF FINISH IS NOT INDICATED,ARCHITECT 1• SHERWIN-WILLIAMS;WOOD CLASSICS FAST DRY SANDING SEALER B26V43. A. SANITARY WALL PANELS: WILL SELECT FROM STANDARD COLORS AND FINISHES AVAILABLE, C. INTERIOR ALKYD- OR POLYURETHANE-BASED CLEAR SATIN VARNISH: FACTORY-FORMULATED ALKYD- OR MATERIALS FROM PROJECT SITE. A. CLEANUP: AT THE END OF EACH WORKDAY, REMOVE EMPTY CANS, RAGS, RUBBISH, AND OTHER DISCARDED PAINT 1. TYPE:GLASS FIBER REINFORCED PLASTIC, USDA APPROVED FOR INCIDENTAL FOOD CONTACT. 1. PAINTING INCLUDES FIELD PAINTING OF EXPOSED BARE AND COVERED PIPES AND DUCTS(INCLUDING COLOR CODING),2. SIZE:3/32 INCH THICK BY 48 INCHES WIDE BY MAXIMUM PRACTICAL LENGTH. HANGERS, EXPOSED STEEL AND IRON SUPPORTS, AND SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT THAT POLYURETHANE-BASED CLEAR VARNISH. 1. AFTER COMPLETING PAINTING, CLEAN GLASS AND PAINT-SPATTERED SURFACES. REMOVE SPATTERED PAINT BY 3. COLOR: AS SPECIFIED IN THE DRAWINGS FINISH MATERIALS SCHEDULE DO NOT HAVE A FACTORY-APPLIED FINAL FINISH. 1. SHERWIN-WILLIAMS;WOOD CLASSICS FAST DRY OIL VARNISH,SATIN A66-300 SERIES. WASHING AND SCRAPING WITHOUT SCRATCHING OR DAMAGING ADJACENT FINISHED SURFACES. MEngineering D.P.C./we engineer success 4. 116 West 32nd Street,12th Floor,New York,N.Y.10001 SURFACE TEXTURE: LOW GLOSS,PEBBLED. C. DO NOT PAINT PREFINISHED ITEMS,CONCEALED SURFACES, FINISHED METAL SURFACES,OPERATING PARTS,AND LABELS. 1.14 EXAMINATION 1.19 PROTECTION P 212.643.9055 F 212.643.0503 www.mgedpc.net 1.7 ACCESSORIES 1. PREFINISHED ITEMS INCLUDE THE FOLLOWING FACTORY-FINISHED COMPONENTS: A. EXAMINE SUBSTRATES, AREAS,AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR A. PROTECT WORK OF OTHER TRADES, WHETHER BEING PAINTED OR NOT, AGAINST DAMAGE FROM PAINTING. CORRECT MEP ENGI";EEk A. TRIM: a. ARCHITECTURAL WOODWORK. PAINT APPLICATION. COMPLY WITH PROCEDURES SPECIFIED IN PDCA P4, DAMAGE BY CLEANING, REPAIRING OR REPLACING,AND REPAINTING,AS APPROVED BY ARCHITECT. 1. ONE PIECE EXTRUDED PVC, MANUFACTURER'S STANDARD PROFILE. b. METAL TOILET ENCLOSURES. 1. PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND B. PROVIDE"WET PAINT" SIGNS TO PROTECT NEWLY PAINTED FINISHES. AFTER COMPLETING PAINTING OPERATIONS, REMOVE 2. INSIDE AND OUTSIDE CORNERS, DIVISION BAR,AND J-MOLDING. c. FINISHED MECHANICAL AND ELECTRICAL EQUIPMENT. SURFACES RECEIVING PAINT ARE THOROUGHLY DRY, TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS TO PROTECT THEIR WORK. 3. COLOR:TO MATCH PANELS. d. LIGHT FIXTURES, 2, START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF SURFACES AND CONDITIONS WITHIN A 1. AFTER WORK OF OTHER TRADES IS COMPLETE, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.B. ADHESIVE: 2. CONCEALED SURFACES INCLUDE WALLS OR CEILINGS IN THE FOLLOWING GENERALLY INACCESSIBLE SPACES: PARTICULAR AREA, COMPLY WITH PROCEDURES SPECIFIED IN PDCA P1. a. FURRED AREAS. B. COORDINATION OF YVORK: REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE COMPATIBILITY OF THE 1.20 EXTERIOR PAINT SYSTEMS 1. COMPATIBLE WITH PANELS AND SUBSTRATE;RECOMMENDED BY PANEL MANUFACTURER. TOTAL SYSTEM FOR VARIOUS SUBSTRATES. ON REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH A. GALVANIZED STEEL,NONFERROUS METAL: b, CEILING PLENUMS,C. JOINT SEALER:SPECIFIED IN SECTION MATERIALS TO ENSURE USE OF COMPATIBLE PRIMERS. 1. FIRST COAT: EPDXY POLYAMIDE COATING AT 3.0 TO 5.0 MILS DFT. 3. FINISHED METAL SURFACES INCLUDE THE FOLLOWING: 1. NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS SPECIFIED OVER SUBSTRATES D. PATCHING COMPOUND:WHITE LATEX TYYPE.PE. . 1.8 EXAMINATION 2. SECOND COAT: ALIPHATIC ACRYLIC, HIGH-BUILD POLYURETHANE AT 3.0 TO 5.0 MILS DFT. b. STAINLESS STEEL. 1.15 PREPARATION a. PAINTED AND/OR ANODIZED ALUMINUM. PRIMED BY OTHERS. 1.21 INTERIOR PAINT SYSTEMS A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS c. CHROMIUM PLATE, A. GENERAL: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND A. GYPSUM BOARD: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER INTERIOR GYPSUM BOARD SURFACES: COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING 4. OPERATING PARTS INCLUDE MOVING PARTS OF OPERATING EQUIPMENTAND THE FOLLOWING: SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE 1. FLAT ACRYLIC-ENAMEL FINISH: TWO FINISH COATS. OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. D OF SIZE OR WEIGHT OF THE ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. a. VALVE AND DAMPER OPERATORS. a. PRIMER: INTERIOR GYPSUM BOARD PRIMER. B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED, BEGINNING WORK CONSTITUTES b. LINKAGES, 1. AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA, REINSTALL ITEMS REMOVED USING WORKERS b. TWO FINISH COATS: INTERIOR FLAT ACRYLIC ENAMEL. ACCEPTANCE OF CONDITIONS AS SATISFACTORY, SKILLED IN THE TRADES INVOLVED. 2. LOW-LUSTER ACRYLIC-ENAMEL FINISH: TWO FINISH COATS. 1.9 PREPARATION c. SENSING DEVICES. B. CLEANING: BEFOREAPPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN SUBSTRATES OF SUBSTANCES THAT COULD d. MOTOR AND FAN SHAFTS. a. PRIMER: INTERIOR GYPSUM BOARD PRIMER. A. PREPARE SUBSTRATE TO RECEIVE PANELS: IMPAIR BOND OF THE VARIOUS COATINGS. REMOVE OIL AND GREASE BEFORE CLEANING. 1. REMOVE HIGH SPOTS, 5. LABELS: DO NOT PAINT OVER UL, FMG, OR OTHER CODE-REQUIRED LABELS OR EQUIPMENT NAME, IDENTIFICATION, 1. SCHEDULE CLEANING AND PAINTING SO DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT b. TWO FINISH COATS: INTERIOR LOW-LUSTER ACRYLIC ENAMEL. 2, FILL LOW SPOTS WITH PATCHING COMPOUND;SAND SMOOTH. FALL ON WET,NEWLY PAINTED SURFACES. PERFORMANCE RATING,OR NOMENCLATURE PLATES. 3. SEMI-GLOSS ACRYLIC-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. 3. REMOVE LOOSE AND FOREIGN MATTER THAT COULD IMPAIR ADHESION, 1.2 SUBMITTALS C. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN a. PRIMER: INTERIOR GYPSUM BOARD PRIMER. 1.10 INSTALLATION A. SUBMITTALS FOR REVIEW: INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. b. TWO FINISH COATS: INTERIOR SEMI-GLOSS ACRYLIC ENAMEL. A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1. PRODUCT DATA: FOR EACH PAINT SYSTEM INDICATED. INCLUDE PRIMERS. 1. PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. B. WOOD AND HARDBOARD: PROVIDE THE FOLLOWING PAINT FINISH SYSTEMS OVER NEW INTERIOR WOOD SURFACES: B. INSTALL TRIM: 2. MATERIAL LIST: AN INCLUSIVE LIST OF REQUIRED COATING MATERIALS. INDICATE EACH MATERIAL AND D• GALVANIZED METAL SURFACES: CLEAN GALVANIZED SURFACES ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS FOR 1• SEMI-GLOSSACRYLIC-ENAMELFINISH:TWO FINISH COATS OVER WOOD UNDERCOATER. CROSS-REFERENCE SPECIFIC COATING, FINISH SYSTEM, AND APPLICATION, IDENTIFY EACH MATERIAL BY THE TYPE OF SERVICE AND APPLICATION REQUIRED. a. PRIMER: INTERIOR WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI-GLOSS ALKYD-ENAMEL FINISHES, 1. PANEL-TO-PANEL JOINTS: DIVISION BAR. MANUFACTURER'S CATALOG NUMBER AND GENERAL CLASSIFICATION. 1. REMOVE CONTAMINANTS AND PROTECTIVE MILL COATING BY SSPC-SP1 SOLVENT CLEANING OR STEAM CLEANING. b. TWO FINISH COATS: INTERIOR SEMI-GLOSS ACRYLIC ENAMEL, 2. INTERNAL AND EXTERNAL CORNERS, 3. MANUFACTURER'S INFORMATION: MANUFACTURER'S TECHNICAL INFORMATION, INCLUDING LABEL ANALYSIS AND 2. REMOVE RUST BY HAND OR POWER BRUSHING PER SSPC_SP2 OR SP3, TAKING CARE NOT TO DAMAGE OR REMOVE C. FERROUS METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER FERROUS METAL: 3. EXPOSED EDGES:,1 MOLDING. INSTRUCTIONS FOR HANDLING,STORING,AND APPLYING EACH COATING MATERIAL, GALVANIZING, 4. SECURE TO SUBSTRATE. 4. CERTIFICATION BY THE MANUFACTURER THAT PRODUCTS SUPPLIED COMPLY WITH LOCAL REGULATIONS CONTROLLING E. NONFERROUS META1. SEMI-GLOSS ACRYLIC-ENAMEL FINISH:TWO FINISH COATS OVERA PRIMER.'_. SURFACES: CLEAN NONFERROUS SURFACES ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS a, PRIMER: INTERIOR FERROUS-METAL PRIMER. C. CUT PANELS TO FIT AT PERIMETER AND AROUND PENETRATIONS, ENSURE THAT TRIM WILL COMPLETELY COVER CUT EDGES. USE OF VOLATILE ORGANIC COMPOUNDS(VOC'S). FOR THE TYPE OF SERVICE, METAL SUBSTRATE,AND APPLICATION REQUIRED;SSPC-SP1 SOLVENT CLEANING MINIMUM. D. MAINTAIN 1/8 TO 3/16 INCH EXPANSION SPACE AT PERIMETER AND AROUND PENETRATIONS, C. QUALIFICATION DATA: FOR APPLICATOR,IF REQUESTED BY ARCHITECT. F. MATERIAL PREPARATION: MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. b. TWO FINISH COATS: INTERIOR SEMI-GLOSS ACRYLIC ENAMEL, E. ADHERE PANELS TO SUI3STRATE WITH FULL BED OF ADHESIVE. 1.3 QUALITY ASSURANCE 1. MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS 1.22 INTERIOR STAIN WOODWORK SYSTEMS A. APPLICATOR QUALIFICATIONS: A FIRM OR INDIVIDUAL EXPERIENCED IN APPLYING PAINTS AND COATINGS SIMILAR IN AND RESIDUE. A. STAINED WOODWORK: PROVIDE THE FOLLOWING STAINED FINISHES OVER NEW INTERIOR WOODWORK: F. INSTALL CONTINUOUS BEAD OF JOINT SEALER BETWEEN PANELS AND TRIM AND BETWEEN TRIM AND ADJACENT MATERIAL, DESIGN, AND EXTENT TO THOSE INDICATED FOR THIS PROJECT, WHOSE WORK HAS RESULTED IN APPLICATIONS 2• STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. STIR AS REQUIRED DURING 1. ALKYD-BASED STAIN SATIN-VARNISH FINISH: TWO FINISH COATS OF ALKYD-BASED CLEAR SATIN VARNISH OVER A CONSTRUCTION. WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, APPLICATION. DO NOT STIR SURFACE FILM INTO MATERIAL. IF NECESSARY, REMOVE SURFACE FILM AND STRAIN SEALER COAT AND INTERIOR WOOD STAIN. WIPE WOOD FILLER BEFORE APPLYING STAIN. MATERIAL BEFCRE USING. a. STAIN COAT: INTERIOR WOOD STAIN.. a. SEALER COAT: CLEAR SANDING SEALER.3. USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER AND ONLY WITHIN RECOMMENDED LIMITS SECTION 098100-ACOUSTIC INSULATION B. SOURCE LIMITATIONS: OBTAIN PRIMERS FOR EACH COATING SYSTEM FROM THE SAME MANUFACTURER AS THE FINISH COATS. 1.1 SUMMARY 1.4 DELIVERY,STORAGE,AND HANDLING G. TINTING: TINT EACH UNDERCOAT A LIGHTER SHADE TO SIMPLIFY IDENTIFICATION OF EACH COAT WHEN MULTIPLE COATS OF b. FINISH COATS: INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN VARNISH A. SECTION INCLUDES: SAME MATERIAL ARE APPLIED. TINT UNDERCOATS TO MATCH THE COLOR OF THE FINISH COAT, BUT PROVIDE SUFFICIENT A. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL, UNOPENED PACKAGES AND CONTAINERS BEARING DIFFERENCES IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT. 1. ACOUSTICAL INSULATION IN WALLS. MANUFACTURER'S NAME AND LABEL AND THE FOLLOWING INFORMATION: DIVISION 10-SPECIALTIES 1.16 APPLICATION 2. ACOUSTICAL JOINT SEALANTS. 1. PRODUCT NAME OR TITLE OF MATERIAL. A. GENERAL: APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, USE APPLICATORS AND TECHNIQUES SECTION 101423-SIGNAGE RELATED DOCUMENTS 1.2 REFERENCES 2. PRODUCT DESCRIPTION(GENERIC CLASSIFICATION OR BINDER TYPE). BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. 1.1 SUMMARY A. AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM): 3. MANUFACTURER'S STOCK NUMBER AND DATE OF MANUFACTURE. 1. PAINT COLORS,SURFACE TREATMENTS,AND FINISHES ARE INDICATED IN THE PAINT SCHEDULES. A. PROVIDE MATERIALS AS SCHEDULED AND AS INSTALLED BY PROVISIONS OF THIS SECTION. 1. C665 - MINERAL FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED 4• CONTENTS BY VOLUME, FOR PIGMENT AND VEHICLE CONSTITUENTS. 2. DO NOT PAINT OVER DIRT, RUST, SCALE, GREASE, MOISTURE, SCUFFED SURFACES, OR CONDITIONS DETRIMENTAL TO 1. DOOR NUMBER/ROOM IDENTIFICATION SIGNAGE. HOUSING. 5. THINNING INSTRUCTIONS. FORMATION OF 4 DURABLE PAINT FILM. 1.2 SUBMITTALS 2. E84-TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 6. APPLICATION INSTRUCTIONS, 3. PROVIDE FINISH COATS THAT ARE COMPATIBLE WITH PRIMERS USED. 1.3 SUBMITTALS - 7. COLOR NAME AND NUMBER. A. SUBMITTALS FOR REVIEW. 4. THE TERM "EX'OSED SURFACES" INCLUDES AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, GRILLES, 1. SAMPLES: AT THE SAME TIME SHOP DRAWINGS ARE SUBMITTED, SUBMIT FULL-SIZED SAMPLE OF EACH SIGN OR LETTER A. SUBMITTALS FOR REVIEW: 8. VOC CONTENT, CONVECTOR COVERS, COVERS FOR FINNED-TUBE RADIATION, AND SIMILAR COMPONENTS ARE IN PLACE. EXTEND COATINGS IN THESE AREASAS REQUIRED,TO MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. CONFORMING TO SPECIFICATION REQUIREMENTS AS TO LETTER SIZE,SPACING AND STYLE. , 1. PRODUCT DATA. B. STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL-VENTILATED AREA AT A MINIMUM AMBIENT 2. SHOP DRAWINGS AND MANUFACTURERS'BROCHURES: TEMPERATURE OF 45 DEG F. MAINTAIN STORAGE CONTAINERS IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS AND 5. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR EXPOSED SURFACES. BEFORE 1.4 INSULATION MANUFACTURERS RESIDUE. FINAL INSTALLATION OF EQUIPMENT, PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH B. TEMPLATE: SUBMIT FULL-SIZED TEMPLATE DRAWING FOR APPROVAL OF LETTER SIZE, STOCK, SPACING, SETTING SCREWS, A. ACCEPTABLE MANUFACTURER: 1. PROTECT FROM FREEZING. KEEP STORAGE AREA NEAT AND ORDERLY. REMOVE OILY RAGS AND WASTE DAILY, PRIME COAT ON-Y. ETC. 1. JOHNS MANVILLE.(WWW.JM.COM) 1.5 PROJECT CONDITIONS 6. PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT, NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS 1.3 DELIVERY AND STORAGE 2. KNAUF INSULATION.(WWW.KNAUFUSA.COM) OR GRILLES. A. DELIVER AND STORE IDENTIFYING DEVICES IN PROTECTIVE WRAPPINGS UNTIL READY FOR INSTALLATION. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF A. APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND SURROUNDING AIR ARE 7. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. DATE BY 3. OWENS CORNING.(WWW,OWENSCORNING.COM) BETWEEN 50 AND 90 DEG F. 8. FINISH EXTERIOR DOORS ON TOPS,BOTTOMS,AND SIDE EDGES THE SAME AS EXTERIOR FACES. 1.4 MANUFACTURERS N0. REVISION 1.5 MATERIALS 1.6 EXTRA MATERIALS 9. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS INDICATED, PROVIDE PRODUCTS OF ONE OF THE FOLLOWING MANUFACTURERS. IF NOT LISTED,SUBSTITUTIONS NOT PERMITTED. A. BATT ACOUSTICAL INSULATION: ASTM C665, TYPE I; UNPAGED GLASS FIBER BATTS, BLANKETS, OR ROLLS; MINIMUM FIRE A. FURNISH EXTRA PAINT MATERIALS FROM THE SAME PRODUCTION RUN AS THE MATERIALS APPLIED AND IN THE QUANTITIES B. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED, OR OTHERWISE F-­/a \rch'tecture HAZARD CLASSIFICATION RATING OF 25/50 PERASTM E84; MINIMUM 3-5/8 TO 4 INCHES THICK FOR INSTALLATION IN 3-5/8 INCH DESCRIBED BELOW. PACKAGE WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFY WITH LABELS DESCRIBING 1. ASI SIGN SYSTEMS. STUD CAVITIES;6-1/2 INCHES THICK FOR INSTALLATION IN 6INCH STUD CAVITIES; WIDTHS TO FRICTION-FIT BETWEEN STUDS, CONTENTS. DELIVER EXTRA MATERIALS TO OWNER. PREPARED FOR PANTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE 2. BEST MANUFACTURING COMPANY. 7 DETERIORATION. WHERE INDICATED FOR INSTALLATION IN STUD WALLS. FREE FROM UREA-FORMALDEHYDE RESINS, PHENOL,ACRYLICS,AND 1. EXTRA MATERIAL: ONE GALLON PER COLOR AND SHEEN. 1. THE NUMBER OF COATS AND FILM THICKNESS REQUIRED ARE THE SAME REGARDLESS OF APPLICATION METHOD. DO 3. NELSON-HARKINS, ARTIFICIAL COLORS. 1. FOR INSTALLATION IN STUD WALLS: WIDTHS TO FRICTION-FIT BETWEEN STUDS. 1.7 MANUFACTURERS NOT APPLY SUCCEEDING COATS UNTIL PREVIOUS COAT HAS CURED AS RECOMMENDED BY MANUFACTURER. IF 1,5 DOOR NUMBER/ROOM IDENTIFICATION SIGNS 2. FOR INSTALLATION AT PARTITION HEAD TRACKS AND ACOUSTICALLY INSULATED DOOR FRAMES: CONTINUOUS STRIPS, A. MANUFACTURER: SANDING IS REQUIRED TO PRODUCE A SMOOTH, EVEN SURFACE ACCORDING TO MANUFACTURER'S WRITTEN A. GENERAL: PROVIDE ROOM IDENTIFICATION SIGNS ON WALLS ADJACENT TO DOORS OF CORE AREAS, TPG ARCHITECTURE, LLP INSTRUCTIONS,SAND BETWEEN APPLICATIONS. FULL WIDTH OF PARTITION OR FRAME,AS DETAILED. B. DESIGN BASIS:CONTRACT DOCUMENTS ARE BASED ON PRODUCTS BY SHERWIN WILLIAMS. (WWW.SHERWIN-WILLIAMS.COM).C. EQUIVALENT PRODUCTS BY FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 2• OMIT PRIMER 0\'ER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCHUP PAINTED. 3. IF UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, APPLY ADDITIONAL COATS B. ADHESIVELY ATTACH AS RECOMMENDED BY SIGN MANUFACTURER. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 1.6 ACOUSTICAL JOINT SEALANTS C. PLAQUE: MELAMINE PLASTIC LAMINATE, APPROXIMATELY 1/8 INCH THICK WITH CONTRASTING CORE COLOR, NON STATIC, 631.647.7300 1 TPGARCHITECTURE.COM 1. BENJAMIN MOORE AND CO.(WWW.BENJAMINMOORE. ) UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE. GIVE SPECIAL ATTENTION TO ENSURE THAT A. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, COMFIRE-RETARDANT AND SELF-EXTINGUISHING, IMPERVIOUS TO MOST ACIDS,ALKALIES,ALCOHOL, SOLVENTS, ABRASIVES,AND NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C834 AND THE FOLLOWING: 2. GLIDDEN. (WWW.GLlDDENPROFESSIONAL.COM) EDGES, CORNERS, CREVICES, WELDS, AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EQUIVALENT TO BOILING WATER, IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 3. PPG ARCHITECTURAL FINISHES,INC.(WWW.PITTSBURGHPAINTS.COM) THAT OF FLAT SURFACES. D. GRAPHIC PROCESS AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 1. PRODUCT CONSTRUCTION REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN 4. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATS TO PERMIT PROPER DRYING. DO NOT RECOAT SURFACES 1, RAISE TACTILE CHARACTERS 1/32 INCH FROM SIGN FACE BY SANDBLASTING PROCESS, GLUE-ON PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO ASTM E90. 0 LETTERS AND ETCHED LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 1.8 PAINT MATERIALS,GENERAL UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM,AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB BACKGROUNDS ARE NOT ACCEPTABLE,2. ACCEPTABLE PRODUCTS: PRESSURE, ANC UNTIL APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE UNDERCOAT TO LIFT OR LOSE A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, AND FINISH-COAT MATERIALS THAT ARE COMPATIBLE WITH 2. PROVIDE GRADE 2 BRAILLE FOR EACH TEXT IMMEDIATELY BELOW TEXT. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, a. PECORA CORPORATION;AC 20 FTR ACOUSTICAL AND INSULATION SEALANT. ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS ADHESION. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION b. UNITED STATES GYPSUM CO.;SHEETROCK ACOUSTICAL SEALANT. DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. C. APPLICATION PROCEDURES: APPLY PAINTS AND COATINGS BY BRUSH OR ROLLER ACCORDING TO MANUFACTURER'S 3. FINISH: NON-GLARE FOR BACKGROUND AND CHARACTERS. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED .7 EXAMINATION B. MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST-QUALITY PAINT MATERIAL OF THE VARIOUS COATING TYPES WRITTEN INSTRUCTIONS. E. LETTERFORM: AS SELECTED BY OWNER, BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS SPECIFIED THAT ARE FACTORY FORMULATED AND RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED. 1. BRUSHES: USE BRUSHES BEST SUITED FOR TYPE OF MATERIAL APPLIED. USE BRUSH OF APPROPRIATE SIZE FOR F. DOOR SIGNS WILL BE PLACED ON THE PUBLIC SIDE OF THE DOOR EXCEPT WHERE NOTED OTHERWISE. PROJECT COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. PAINT-MATERIAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. SURFACE OR ITEM BEING PAINTED, G. SIGNS SHALL HAVE EDGES PROPERLY FINISHED AND WITH LETTERS AND NUMBERS EVENLY AND ACCURATELY CUT. SPACING 1. PROPRIETARY NAMES: USE OF MANUFACTURER'S PROPRIETARY PRODUCT NAMES TO DESIGNATE COLORS OR 2. ROLLERS: USE ROLLERS OF CARPET, VELVET-BACK, OR HIGH-PILE SHEEP'S WOOL AS RECOMMENDED BY OF LETTERS AND NUMBERS SHALL BE OPTICALLY CORRECT. CAPITAL ONE B. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. MATERIALS IS NOT INTENDED TO IMPLY THAT PRODUCTS NAMED ARE REQUIRED TO BE USED TO THE EXCLUSION OF MANUFACTURER FOR MATERIAL AND TEXTURE REQUIRED. H. ACCEPTABLE PRODUCTS: ASI UNFRAMED ROOM IDENTIFICATION SIGN C. DO NOT BEGIN WORK UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS. FURNISH MANUFACTURER'S MATERIAL DATA AND CERTIFICATES D. MINIMUM COATING THICKNESS: APPLY PAINT MATERIALS NO THINNER THAN MANUFACTURER'S RECOMMENDED SPREADING S,ADA READY. MATTITUCK, NY ACCEPTANCE OF SITE CONDITIONS AND RESPDNSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE OF PERFORMANCE FOR PROPOSED SUBSTITUTIONS. N 1.6 EXAMINATION CONDITIONS. RATE TO ACHIEVE DRY FILM THICKNESS INDICATED. PROVIDE TOTAL DRY FILM THICKNESS OF THE ENTIRE SYSTEM AS 11700 MAIN ROAD C. COLORS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS ON FINISH DRAWINGS. RECOMMENDED BY MANUFACTURER. A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS 1.8 PREPARATION 1.9 EXTERIOR PRIMERS E. MECHANICAL AND ELECTRICAL WORK: PAINTING OF MECHANICAL AND ELECTRICAL WORK IS LIMITED TO ITEMS EXPOSED IN COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE, NOTIFY THE ARCHITECT IN WRITING MATTITUCK, NY 11952 A. VERIFY THAT ADJACENT MATERIALS ARE SECURE, PROPERLY SPACED, DRY,AND READY TO RECEIVE INSTALLATION. EQUIPMENT ROOMS AVD OCCUPIED SPACES. OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. A. GALVANIZED STEEL,NONFERROUS METAL: B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED, BEGINNING WORK CONSTITUTES DRAWING B. VERIFY THAT MECHANICAL AND ELECTRICAL SERVICES WITHIN SPACES TO INSULATED HAVE BEEN INSTALLED AND TESTED. 1. TNEMEC EPDXY POLYAMIDE COATING"SERIES 66 HI BUILD EPDXOLINE" F. MECHANICAL ITEMS TO BE PAINTED INCLUDE, BUT ARE NOT LIMITED T0,THE FOLLOWING: ACCEPTANCE I CONDITIONS AS SATISFACTORY. 1. UNINSULATED METAL PIPING. PROJECT SPECIFICATIONS C. FURNISH ACOUSTICAL INSULATION TO HOLLCW METAL INSTALLER FOR INSTALLATION IN HOLLOW METAL FRAMES IN 1.10 INTERIOR PRIMERS 1.7 INSTALLATION o ACOUSTICAL PARTITIONS. A. INTERIOR GYPSUM BOARD PRIMER; FACTORY FORMULATED LATEX BASED PRIMER FOR INTERIOR APPLICATION, 2• UNINSULATED PLASTIC PIPING. 0 A. INSTALLATION 1. SHERWIN WILLIAMS; PROMAR 200 ZERO VOC PRIMER B28WO2600 SERIES. 3. PIPE HANGERS AND SUPPORTS. A. INSTALL SIGNS PLUMB,LEVEL AND SQUARE AND IN PROPER PLANES WITH OTHER WORK,AT HEIGHTS AS INDICATED. � A. INSTALL INSULATION IN STUD CAVITIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND AS INDICATED, 4, TANKS THAT DO NOT HAVE FACTORY-APPLIED FINAL FINISHES. B. ANCHOR EACH SIGN WITH MECHANICAL ANCHOR AS RECOMMENDED BY MANUFACTURER. B. INTERIOR WOOD PRIMER FOR ACRYLIC ENAMEL AND SEMIGLOSS ACRYLIC ENAMEL FINISHES: FACTORY FORMULATED COORDINATE WITH OTHER TRADES AS NECESSARY TO COMPLETE ACOUSTICAL BARRIERS AT WALL PENETRATIONS, AS ACRYLIC-LATEX-BASED INTERIOR WOOD PRIMER. 5. VISIBLE PORTIONS OF INTERNAL SURFACES OF METAL DUCTS,WITHOUT LINER, BEHIND AIR INLETS AND OUTLETS. C. ATTACH AS RECOMMENDED BY SIGN MANUFACTURER. o DETAILED. CD N (h B. INSTALL INSULATION WITHOUT GAPS OR VOIDS. 1. SHERWIN WILLIAMS; PREMIUM WALL AND WOOD PRIMER B28WO2600 SERIES. 6. DUCT,EQUIPMENT,AND PIPE INSULATION HAVING"ALL-SERVICE JACKET"OR OTHER PAINTABLE JACKET MATERIAL. 1.8 CLEANING C. INTERIOR METAL PRIMER: FACTORY-FORMULATED QUICK-DRYING RUST-INHIBITIVE ACRYLIC-BASED METAL PRIMER. 7. MECHANICAL EQUIPMENT THAT IS INDICATED TO HAVE A FACTORY PRIMED FINISH FOR FIELD PAINTING. A. REMOVE PROTECTIVE MATERIALS AND CLEAN ALL SIGNS. CLEAN SURFACES WITH PLAIN WATER OR WATER WITH SOAP OR SEAL DATE 10/03/2016 Y HOUSEHOLD DETERGENT. � m C. TRIM INSULATION NEATLY'TO FIT SPACES. USE INSULATION MATERIALS FREE OF DAMAGE. G. PRIME COATS: BEFORE APPLYING FINISH COATS, APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER, TO PROJECT N0. 1. SHERWIN WILLIAMS; MULTI-PURPOSE ZERO VOC LATEX PRIMER SEALER B51 SERIES, F- > D. ACOUSTICAL SEALANT;TYPICAL AT NON MOVI NG JOINT APPLICATIONS: co MATERIAL THAT IS REDUIRED TO BE PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. RECOAT 3516014-00 Q 1.11 EXTERIOR FINISH COATS PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT APPEARS, TO SECTION 102613-CORNER GUARDS ����E�ARC'�ij SCALE pw� 1. UNLESS OTHERWISE= INDICATED OR NECESSARY FOR BACK-UP IN JOINTS GREATER THAN 5/8 INCHES DEEP, INSTALL ENSURE A FINISH COAT WITH NO BURN THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. Qac, s, �� 1 -0 -1 -0 g ACOUSTICAL SEALANTS FULL DEPTH WITHCUT BACKER ROD. A. ALIPHATIC ACRYLIC,HIGH-BUILD POLYURETHANE SEMI-GLOSS FINISH: 1.1 SUMMARY ow Ay = w 1. TNEMEC"SERIES 73 ENDURA-SHIELD III." H. PIGMENTED (OPAQUE) FINISHES: COMPLETELY COVER SURFACES AS NECESSARY TO PROVIDE A SMOOTH, OPAQUE `� u -� DWG NO. I- v 2. INSTALL ACOUSTICAL SEALANT CONTINUOUSLY AROUND PERIMETER OF ALL ACOUSTICALLY INSULATED PARTITIONS; SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE, AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH A. THIS SECTION INCLUDES THE FOLLOWING: "r � ONE CONTINUOUS BEAD AT EACH SIDE OF FRAMING MEMBER INTERFACE WITH SUBSTRATE. 1.12 INTERIOR FINISH COATS MARKS, RUNS,SAGS,ROPINESS,OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 1. CORNER GUARDS. 3. WHERE DOUBLE LAYER OF GYPSUM BOARD IS INDICATED, PROVIDE SEALANT AT BUTT JOINTS BETWEEN BOARDS , N� Q� 0 o A. INTERIOR FLAT ACRYLIC PAINT: FACTORY FORMULATED FLAT ACRYLIC EMULSION LATEX PAINT FOR INTERIORAPPLICATION. I. COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE,AND COVERAGE. REMOVE, REFINISH, OR REPAINT 1.2 SUBMITTALS U.) a) C? z INCLUDING CORNER JOINTS,AND ADDITIONAL BEAD AT PERIMETER OF BASE LAYER PRIOR TO INSTALLATION OF FINISH �1842A yd LAYER. 1. SHERWIN WILLIAMS; PROMAR 200 ZERO VOC B30-2600 SERIES. WORK NOT COMPLYING WITH REQUIREMENTS. F G 015 A. MAKE SUBMITTALS IN ACCORDANCE WITH SECTION 013300. OF N 4. EXCEPT FOR PENT=TRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING OR FIRE RATED B. INTERIOR LOW LUSTER ACRYLIC ENAMEL FOR GYPSUM BOARD: FACTORY FORMULATED EGGSHELL ACRYLIC-LATEX 1.17 FIELD QUALITY CONTRDL B. PRODUCT DATA. N CAD FILE N0. C7 o MATTITUCK-G-01 F 1.3 QUALITY ASSURANCE 4. MINIMUM WASTE-RECEPTACLE CAPACITY: 4 GAL.. A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS C. ROLLER SHADE INSTALLATION: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, NOT INCLUDING SCAFFOLDING, LIFTS A. INSTALLER QUALIFICATIONS: AN EMPLOYER OF WORKERS TRAINED AND APPROVED BY MANUFACTURER. 5. MATERIAL AND FINISH: STAINLESS STEEL,NO,4 FINISH(SATIN). COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OR OTHER MEANS TO REACH INACCESSIBLE AREAS. 1.4 PROJECT CONDITIONS 6. LINER: REUSABLE,VINYL WASTE-RECEPTACLE LINER. OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2.1 MANUFACTURERS DO NOT INSTALL GUARDS UNTIL AFTER PAINTING AND FINISHING WORK IS COMPLETED. B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES A. ACCEPTABLE MANUFACTURER: MECHOSHADE SYSTEMS, INC., WHICH IS LOCATED AT:42-03 35TH ST.; LONG ISLAND CITY, NY o 7. LOCKSET: TUMBLER TYPE FOR TOWEL-DISPENSER COMPARTMENT AND WASTE RECEPTACLE. ACCEPTANCE OF CONDITONS AS SATISFACTORY. 11101; TEL: 718-729-2020; FAX: 718-729-2941; EMAIL:ANGELA.GRATEREAUX@MECHOSHADE.COM;1.10 INSTALLATION ��'� o� � 1.5 MANUFACTURERS D. LIQUID-SOAP DISPENSER; WEB:WWW.MECHOSHADE.COM a LJJw1=1 A. ACCEPTABLE MANUFACTURERS: 1. DESCRIPTION: DESIGNED FOR DISPENSING SOAP IN LIQUID OR LOTION FORM, B. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND TAGGING. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR B. SUBSTITUTIONS: NOT PERMITTED, 1. CONSTRUCTION SPECIALTIES, INC.(WWW.0 SGROUP.COM) 2, MOUNTING: VERTICALLY ORIENTED,SURFACE MOUNTED, UNDERCHARGED UNITS, 2.2 ROLLER SHADE TYPE AND SHADECLOTH 2. INPRO CORPORATION.(WWW.INPR000RP.COM) 3. CAPACITY: 40 FL OZ. C. INSTALL FIRE-PROTECTION SPECIALTIES IN LOCATIONS AND AT MOUNTING HEIGHTS INDICATED OR, IF NOT INDICATED, AT A. MANUALLY OPERATED SHADES: CLIENT- 3. NYSTROM,INC.(WWW'.NYSTROM.COM) 4. MATERIALS: PLASTIC PUSH BUTTON AND PLASTIC CYLINDER. HEIGHTS ACCEPTABLE TC AUTHORITIES HAVING JURISDICTION. 1. MOUNTING: SURFACE MOUNTED WITH FASCIA. 4. PAWLING CORP. (WWW.PAWLING.COM) 5. LOCKSET: TUMBLER TYPE. D. INSTALL CABINETS SECURELY RECESSED IN DESIGNATED WALL. INSTALL IN COMPLIANCE WITH ACCESSIBILITY 2• MOUNTING: RECESS MOUNTED WITH CEILING POCKET AND FASCIA. l000�, REQUIREMENTS. 3. CONFIGURATION: SINGLE SOLAR SHADECLOTH. 1.6 MATERIALS 6, REFILL INDICATOR; WINDOW TYPE. 4. SOLAR SHADECLOTHS: ARM A. STAINLESS-STEEL SHEET: ASTM A666,TYPE 304 OR 316. E. GRAB BAR: DIVISION 11- EQUIPMENT a. FABRIC: THERMOVEIL 1300, 5 PERCENT OPEN, 2 BY 2 DENSE BASKET-WEAVE PATTERN, COLORS MATCH 1500 (3 , 1.7 COMPONENTS 1. MOUNTING: FLANGES WITH CONCEALED FASTENERS. SECTION 113100•RESIDENTIAL APPLIANCES PERCENT OPEN),ALSO 126 INCH WIDE. 9Engineering D.P.C./we engineers, ss A. CORNER GUARDS: b. COLOR: SELECTED FROM MANUFACTURER'S STANDARD COLORS. 116 West 32nd Street,12th Floor,New York,N.Y.10001 2. MATERIAL: STAINLESS STEEL,0.05 INCH THICK. 1.1 SUMMARY P 212.643.9055 F 212.643.0503 www.mgedpc.net 1. TYPE:SURFACE MOUNTED,STAINLESS STEEL, MINIMUM 16 GAGE. a. FINISH: SMOOTH, N0.4,SATIN FINISH. 2.3 SHADE BAND A. SECTION INCLUDES: 2. ATTACHMENT:ADHESIVE OR TAPE. 3. OUTSIDE DIAMETER: 1-1/4 INCHES. A. SHADE BANDS: CONSTRUCTION OF SHADE BAND INCLUDES THE FABRIC, THE HEM WEIGHT, HEM-POCKET, SHADE ROLLER IEP ENGINEER1. MICROWAVE OVEN TUBE, AND THE ATTACHMENT OF THE SHADE BAND TO THE ROLLER TUBE. SEWN HEMS AND OPEN HEM POCKETS ARE NOT 3. SIZE: 1-1/2 BY 1-1/2-INCHES BY 48 INCHES HIGH. 4. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS. 2. REFRIGERATION APPLIANCES. ACCEPTABLE. 4. CORNER RADIUS: 1/8 INCH. F. SANITARY-NAPKIN DISPOSAL UNIT: 1.2 SUBMITTALS 1. HEM POCKETS AND HEM WEIGHTS: FABRIC HEM POCKET WITH RF-WELDED SEAMS (INCLUDING WELDED ENDS) AND 5. FINISH: NO.4 SATIN. 1. MOUNTING: SURFACE MOUNTED. CONCEALED HEM WEIGHTS. HEM WEIGHTS SHALL BE OF APPROPRIATE SIZE AND WEIGHT FOR SHADE BAND. HEM A. SUBMITTALS FOR REVIEW WEIGHT SHALL BE CONTINUOUS INSIDE A SEALED HEM POCKET, HEM POCKET CONSTRUCTION AND HEM WEIGHTS SHALL 1,8 ACCESSORIES 2. DOOR OR COVER: SELF-CLOSING DISPOSAL-OPENING COVER AND HINGED FACE PANEL WITH TUMBLER LOCKSET. 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, BE SIMILAR, FOR ALL SHADES WITHIN ONE ROOM. A. ADHESIVE: 3. RECEPTACLE: REMOVABLE. 1.3 QUALITY ASSURANCE 2. SHADE BAND AND SHADE ROLLER ATTACHMENT: 1. TYPE BEST SUITED TO APPLICATION. 4. MATERIAL AND FINISH: STAINLESS STEEL,N0.4 FINISH(SATIN). A. INSTALLER QUALIFICATIONS: AN EMPLOYER OF WORKERS TRAINED AND APPROVED BY MANUFACTURER FOR INSTALLATION a. USE EXTRUDED ALUMINUM SHADE ROLLER TUBE OF A DIAMETER AND WALL THICKNESS REQUIRED TO SUPPORT B. TAPE:DOUBLE SIDED FOAM TAPE, PRESSURE SENSITIVE. G. MIRROR UNIT: AND MAINTENANCE OF UNITS REQUIRED FOR THIS PROJECT, SHADE FABRIC WITHOUT EXCESSIVE DEFLECTION. ROLLER TUBES LESS THAN 1.55 INCH (39.37 MM) IN DIAMETER FOR MANUAL SHADES,AND LESS THAN 2.55 INCHES(64,77 MM)FOR MOTORIZE SHADES ARE NOT ACCEPTABLE. 1.9 EXAMINATION 1. FRAME: BOBRICK B-166. B. ADA COMPLIANT: PROVIDE RESIDENTIAL APPLIANCES THAT ARE ADA COMPLIANT. b. PROVIDE FOR POSITIVE MECHANICAL ENGAGEMENT WITH DRIVE/BRAKE MECHANISM. A. EXAMINE SUBSTRATES AND WALL AREAS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR a. CORNERS: MANUFACTURER'S STANDARD, 1.4 WARRANTY c. PROVIDE FOR POSITIVE MECHANICAL ATTACHMENT OF SHADE BAND TO ROLLER TUBE; SHADE BAND SHALL BE MADE INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. REMOVABLE/REPLACEABLE WITH A"SNAP-ON" "SNAP-OFF" SPLINE MOUNTING, WITHOUT HAVING TO REMOVE SHADE A. SPECIAL WARRANTIES: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE 2, HANGERS: PRODUCE RIGID,TAMPER-AND THEFT-RESISTANT INSTALLATION, USING METHOD INDICATED BELOW. 1. FOR IMPACT-RESISTA14T WALL-PROTECTION UNITS ATTACHED WITH ADHESIVE OR FOAM TAPE,VERIFY COMPATIBILITY a. ONE-PIECE, GALVANIZED STEEL, WALL-HANGER DEVICE WITH SPRING-ACTION LOCKING MECHANISM TO HOLD RESIDENTIAL APPLIANCES OR COMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY ROLLER FROM SHADE BRACKETS, WITH AND SUITABILITY OF SUBSTRATES,INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS, MIRROR UNIT IN POSITION WITH NO EXPOSED SCREWS OR BOLTS. PERIOD. d. MOUNTING SPLINE SHALL NOT REQUIRE USE OF ADHESIVES,ADHESIVE TAPES,STAPLES,AND/OR RIVETS. 2. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, 3. SIZE: AS INDICATED ON DRAWINGS, 1. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. e. ANY METHOD OF ATTACHING SHADE BAND TO ROLLER TUBE THAT REQUIRES THE USE OF: ADHESIVE, ADHESIVE 1.10 PREPARATION 1.8 CUSTODIAL ACCESSORIES 1.5 PRODUCTS TAPES,STAPLES,AND/OR RIVETS ARE NOT ACCEPTABLE.2.4 SHADE FABRICATION A. COMPLETE FINISHING OPERATIONS, INCLUDING PAINTING,BEFORE INSTALLING CORNER GUARDS SYSTEM COMPONENTS, A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING A. MICROWAVE OVEN: AS SPECIFIED ON THE DRAWINGS A. FABRICATE UNITS TO COMPLETELY FILL EXISTING OPENINGS FROM HEAD TO SILL AND JAMB-TO-JAMB, UNLESS SPECIFICALLY B. BEFORE INSTALLATION,CLEAN SUBSTRATE TO REMOVE DUST,DEBRIS,AND LOOSE PARTICLES, MANUFACTURERS. IF NOT LISTED,SUBSTITUTIONS NOT PERMITTED: B. REFRIGERATOR/FREEZER: AS SPECIFIED ON THE DRAWINGS INDICATED OTHERWISE. 1.11 INSTALLATION 1. BOBRICK WASHROOM EQUIPMENT, INC. 1.8 INSTALLATION,GENERAL B. PROVIDE BATTENS IN STANDARD SHADES AS REQUIRED TO ASSURE PROPER TRACKING AND UNIFORM ROLLING OF THE . SHADEBANDS. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THE WIDTH-TO-HEIGHT (W:H) RATIOS SHALL NOT EXCEED 2. BRADLEY CORPORATION. A. FREESTANDING EQUIPMENT: PLACE UNITS IN FINAL LOCATIONS AFTER FINISHES HAVE BEEN COMPLETED IN EACH AREA A. GENERAL: INSTALL UNITS LEVEL, PLUMB,AND TRUE TO LINE WITHOUT DISTORTIONS. DO NOT USE MATERIALS WITH DEFECTS THAT MIGHT MANUFACTURER'S STANDARDS OR, IN ABSENCE OF SUCH STANDARDS, SHALL BE RESPONSIBLE FOR ESTABLISHING APPROPRIATE 3. GENERAL ACCESSORY MANUFACTURING CO.(GAMCO). CLEARANCES ARE ADEQUATE TO PROPERLY OPERATE EQUIPMENT. STANDARDS TO ASSURE PROPER TRACKING AND ROLLING OF THE SHADECLOTH WITHIN SPECIFIED STANDARDS. BATTENS SHALL BE B. INSTALL FROMM TOP OF BASE.VISIBLE IN THE FINISHED WORK. VERIFY THAT CLEARB. MOP AND BROOM HOLDER: B. UTILITIES: COMPLY WITH PLUMBING AND ELECTRICAL REQUIREMENTS. ROLL-FORMED STAINLESS STEEL OR TEMPERED STEEL,AS REQUIRED. C. SECURE WITH ADHESIVE BEADS ON EACH WING, FULL HEIGHT OR CONTINUOUS FOAM TAPE ON BOTH WINGS, FULL HEIGHT, 1. DESCRIPTION: UNIT WITH SHELF, HOOKS,HOLDERS,AND ROD SUSPENDED BENEATH SHELF, 1.9 FIELD QUALITY CONTROL C. FOR RAILROADED SHADEBANDS, PROVIDE SEAMS IN RAILROADED MULTI-WIDTH SHADEBANDS AS REQUIRED TO MEET SIZE 1.12 CLEANING A. PERFORM TESTS AND INSPECTIONS. REQUIREMENTS AND IN ACCORDANCE WITH SEAM ALIGNMENT AS ACCEPTABLE TO ARCHITECT, SEAMS SHALL BE PROPERLY 2. LENGTH: 36 INCHES. LOCATED, FURNISH BATTENS IN PLACE OF PLAIN SEAMS WHEN THE WIDTH, HEIGHT, OR WEIGHT OF THE SHADE EXCEEDS A. IMMEDIATELY AFTER COMPLETION OF INSTALLATION, CLEAN METALS AND ACCESSORIES USING A STANDARD CLEANING 3. HOOKS: THREE. 1. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT MANUFACTURER'S STANDARDS. IN ABSENCE OF SUCH STANDARDS,ASSURE PROPER USE OF SEAMS OR BATTENS AS REQUIRED TO, AGENT RECOMMENDED BY MANUFACTURER. COMPONENTS,ASSEMBLIES,AND EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS,AND TO ASSIST IN TESTING. AND ASSURE THE PROPER TRACKING OF THE RAILROADED MULTI-WIDTH SHADEBANDS. B. REMOVE EXCESS ADHESIVE USING METHODS AND MATERIALS RECOMMENDED IN WRITING BY MANUFACTURER. 4. MOP/BROOM HOLDERS: FOUR,SPRING-LOADED,RUBBER HAT,CAM TYPE. B. TESTS AND INSPECTIONS: D. PROVIDE BATTENS FOR RAILROADED SHADES WHEN WIDTH-TO-HEIGHT (W:H) RATIOS MEET OR EXCEED MANUFACTURER'S 5. MATERIAL AND FINISH: STAINLESS STEEL,NO,4 FINISH(SATIN). 1, PERFORM VISUAL, MECHANICAL, AND ELECTRICAL INSPECTION AND TESTING FOR EACH APPLIANCE ACCORDING TO STANDARDS. IN ABSENCE OF MANUFACTURER'S STANDARDS, BE RESPONSIBLE FOR PROPER USE AND PLACEMENT OF BATTENS TO a. SHELF: NOT LESS THAN NOMINAL 0.05-INCH THICK STAINLESS STEEL, MANUFACTURERS' WRITTEN RECOMMENDATIONS, CERTIFY COMPLIANCE WITH EACH MANUFACTURER'S ASSURE PROPER TRACKING AND ROLL OF SHADEBANDS. SECTION 102813•TOILET ACCESSORIES b. ROD: APPROXIMATELY 1/4-INCH DIAMETER STAINLESS STEEL. APPLIANCE-PERFORMANCE PARAMETERS. 2.5 COMPONENTS 1.1 SUMMARY C. PAPER TOWEL(FOLDED)DISPENSER: 2. LEAK TEST: AFTER INSTALLATION,TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. A. ACCESS AND MATERIAL REQUIREMENTS: A. THIS SECTION INCLUDES THE FOLLOWING: 1. MOUNTING: SURFACE MOUNTED. 3. OPERATIONAL TEST: AFTER INSTALLATION,START UNITS TO CONFIRM PROPER OPERATION. 1. PROVIDE SHADE HARDWARE ALLOWING FOR THE REMOVAL OF SHADE ROLLER TUBE FROM BRACKETS WITHOUT REMOVING 1. WASHROOM ACCESSORIES. 2. MINIMUM CAPACITY: C-FOLD OR 800 MULTIFOLD TOWELS. 4. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND HARDWARE FROM OPENING AND WITHOUT REQUIRING END OR CENTER SUPPORTS TO BE REMOVED. 2. UNDER LAVATORY GUARDS. 2. PROVIDE SHADE HARDWARE THAT ALLOWS FOR REMOVAL AND RE-MOUNTING OF THE SHADE BANDS WITHOUT HAVING TO 3. MATERIAL AND FINISH: STAINLESS STEEL, NO,4 FINISH(SATIN). COMPONENTS. REMOVE THE SHADE TUBE,DRIVE OR OPERATING SUPPORT BRACKETS. 3. CUSTODIAL ACCESSORIES. 4. LOCKSET: TUMBLER TYPE. 3. USE ONLY DELRIN ENGINEERED PLASTICS BY DUPONT FOR ALL PLASTIC COMPONENTS OF SHADE HARDWARE. STYRENE 1.2 SUBMITTALS DIVISION 12-FURNISHINGS BASED PLASTICS,AND/OR POLYESTER,OR REINFORCED POLYESTER WILL NOT BE ACCEPTABLE. 5. REFILL INDICATORS; PIERCED SLOTS AT SIDES OR FRONT. SECTION 124940.ROLLER SHADES B. MANUAL OPERATED CHAIN DRIVE HARDWARE AND BRACKETS: A. SUBMITTALS FOR REVIEW 1.9 FABRICATION 1PRODUCT DATA: FOR EACH TYPE DI PRODUCT INDICATED, INCLUDE THE FOLLOWING: 1.1 SECTION INCLUDES 1. PROVIDE FOR UNIVERSAL, REGULAR AND OFFSET DRIVE CAPACITY, ALLOWING DRIVE CHAIN TO FALL AT FRONT, REAR OR . A. GENERAL: FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, AND EXPOSED EDGES ROLLED. HANG DOORS AND ACCESS A. SUNSCREEN ROLLER SHADES, NON-OFFSET FOR ALL SHADE DRIVE END BRACKETS. UNIVERSAL OFFSET SHALL BE ADJUSTABLE FOR FUTURE CHANGE. a. CONSTRUCTION DETAILS AND DIMENSIONS. PANELS WITH FULL-LENGTH, CONTINUOUS HINGES. EQUIP UNITS FOR CONCEALED ANCHORAGE AND WITH 12 RELATED SECTIONS 2. PROVIDE HARDWARE CAPABLE FOR INSTALLATION OF A REMOVABLE FASCIA, FOR BOTH REGULAR AND/OR REVERSE ROLL, b. ANCHORING AND MOUNTING REQUIREMENTS, INCLUDING REQUIREMENTS FOR CUTOUTS IN OTHER WORK AND CORROSION-RESISTANT BACKING PLATES, . SUBSTRATE PREPARATION. A. SECTION 06100-ROUGH CARPENTRY: WOOD BLOCKING AND GROUNDS FOR MOUNTING ROLLER SHADES AND ACCESSORIES. WHICH SHALL BE INSTALLED WITHOUT EXPOSED FASTENING DEVICES OF ANY KIND. B. KEYS: PROVIDE UNIVERSAL KEYS FOR INTERNAL ACCESS TO ACCESSORIES FOR SERVICING AND RESUPPLYING. PROVIDE 3. PROVIDE SHADE HARDWARE SYSTEM THAT ALLOWS FOR REMOVABLE REGULAR AND/OR REVERSE ROLL FASCIAS TO BE c. MATERIAL AND FINISH DESCRIPTIONS. MINIMUM OF SIX KEYS TO OWNER'S REPRESENTATIVE. B. SECTION 09260 - GYPSUM BOARD ASSEMBLIES: COORDINATION WITH GYPSUM BOARD ASSEMBLIES FOR INSTALLATION OF MOUNTED CONTINUOUSLY ACROSS TWO OR MORE SHADE BANDS WITHOUT REQUIRING EXPOSED FASTENERS OF ANY KIND. d. FEATURES THAT WILL BE INCLUDED FOR PROJECT. 1.10 INSTALLATION SHADE POCKETS,CLOSURES AND RELATED ACCESSORIES. 4. PROVIDE SHADE HARDWARE SYSTEM THAT ALLOWS FOR OPERATION OF MULTIPLE SHADE BANDS (MULTI-BANDED SHADES) e. MAN UFACTURER'S'JUARRANTY. C. SECTION 09510-ACOUSTICAL CEILINGS: COORDINATION WITH ACOUSTICAL CEILING SYSTEMS FOR INSTALLATION OF SHADE BY A SINGLE CHAIN OPERATOR, SUBJECT TO MANUFACTURER'S DESIGN CRITERIA. CONNECTORS SHALL BE OFFSET TO ASSURE A. INSTALL ACCESSORIES ACCORDING TO MANUFACTURERS' WRITTEN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO POCKETS,CLOSURES AND RELATED ACCESSORIES, ALIGNMENT FROM THE FIRST TO THE LAST SHADE BAND, . PRODUCT SCHEDULE: INDICATING TYPES, QUANTITIES, SIZES, AND INSTALLATION LOCATIONS BY ROOM OF EACH SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS LEVEL, PLUMB, AND FIRMLY D. DIVISION 16-ELECTRICAL:ELECTRIC SERVICE FOR MOTOR CONTROLS. ACCESSORY REQUIRED. ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. 5. PROVIDE SHADE HARDWARE SYSTEM THAT ALLOWS MULTI-BANDED MANUALLY OPERATED SHADES TO BE CAPABLE OF a. IDENTIFY LOCATIONS USING ROOM DESIGNATIONS INDICATED ON DRAWINGS, B. GRAB BARS: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED ACCORDING TO METHOD IN 1.3 REFERENCES SMOOTH OPERATION WHEN THE AXIS IS OFFSET A MAXIMUM OF 6 DEGREES ON EACH SIDE OF THE PLANE PERPENDICULAR TO THE b. IDENTIFY PRODUCTS USING DESIGNATIONS INDICATED ON DRAWINGS. ASTM F 446, A. ASTM G 21 -STANDARD PR4CTICE FOR DETERMINING RESISTANCE OF SYNTHETIC POLYMERIC MATERIALS TO FUNGI. RADIAL LINE OF THE CURVE,FORA 12 DEGREES TOTAL OFFSET. B. NFPA 70-NATIONAL ELECTRICAL CODE, 6. PROVIDE POSITIVE MECHANICAL ENGAGEMENT OF DRIVE MECHANISM TO SHADE ROLLER TUBE. FRICTION FIT CONNECTORS B. MAINTENANCE DATA: FOR T01 LET AND BATH ACCESSORIES TO INCLUDE IN MAINTENANCE MANUALS. 1.11 ADJUSTING AND CLEANING C. NFPA 701 -FIRE TESTS FOP,FLAME-RESISTANT TEXTILES AND FILMS. FOR DRIVE MECHANISM CONNECTION TO SHADE ROLLER TUBE ARE NOT ACCEPTABLE 1.3 QUALITY ASSURANCE A. ADJUST ACCESSORIES FOR UNENCUMBERED,SMOOTH OPERATION. REPLACE DAMAGED OR DEFECTIVE ITEMS, 1.4 SUBMITTALS 7. PROVIDE SHADE HARDWARE CONSTRUCTED OF MINIMUM 1/8-INCH (3.18 MM)THICK PLATED STEEL OR HEAVIER AS REQUIRED 1 ISSUED FOR PERMIT AND BID 02/01/17 NF A. B. REMOVE TEMPORARY LABELS AND PROTECTIVE COATINGS. SOURCE LIMITATIONS: FOR PRODUCTS LISTED TOGETHER IN THE SAME ARTICLES IN PART 2, PROVIDE PRODUCTS OF SAME A. SUBMIT UNDER PROVISIONS OF SECTION 01300. TO SUPPORT 150 PERCENT OF THE FULL WEIGHT OF EACH SHADE,8. DRIVE BRACKET/BRAKE ASSEMBLY: N0. REVISION DATE BY MANUFACTURER UNLESS OTHERWISE APPROVED BYARCHITECT. C. CLEAN AND POLISH EXPOSED SURFACES ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. [PRODUCT DATA]: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING: B a. MECHOSHADE DRIVE BRACKET MODEL M5 SHALL BE FULLY INTEGRATED WITH ALL MECHOSHADE ACCESSORIES, INCLUDING, B. ELECTRICAL COMPONENTS, LETO AU AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A 1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. BUT NOT LIMITED TO: SNAPLOC FASCIA, ROOM DARKENING SIDE / SILL CHANNELS, CENTER SUPPORTS AND CONNECTORS FOR TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,AND MARKED FOR INTENDED USE. SECTION 104413•FIRE EXTINGUISHERS AND CABINETS FQ----,R \rch1'tectu,re,,, 1.4 COORDINATION 2, STYLES, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS, PROFILES, FEATURES, FINISHES AND MULTI-BANDED SHADES. 1.1 SUMMARY OPERATING INSTRUCTIONS. b. M5 DRIVE SPROCKET AND BRAKE ASSEMBLY SHALL ROTATE AND BE SUPPORTED ON A WELDED 3/8 INCH (9.525 MM) STEEL 7 A. COORDINATE ACCESSORY LOCATIONS WITH OTHER WORK TO PREVENT INTERFERENCE WITH CLEARANCES REQUIRED FOR A. THIS SECTION INCLUDES THE FOLLOWING: 3. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. PIN. ACCESS BY PEOPLE WITH DISABILITIES, AND FOR PROPER INSTALLATION, ADJUSTMENT, OPERATION, CLEANING, AND 4. MOUNTING DETAILS AND INSTALLATION METHODS. C. THE BRAKE SHALL BE AN OVER-RUNNING CLUTCH DESIGN WHICH DISENGAGES TO 90 PERCENT DURING THE RAISING AND SERVICING OF ACCESSORIES. 1. PORTABLE FIRE EXTINGUISHERS, C. SHOP DRAWINGS: PLANS,ELEVATIONS, SECTIONS, PRODUCT DETAILS, INSTALLATION DETAILS, OPERATIONAL CLEARANCES, LOWERING OF A SHADE. THE BRAKE SHALL WITHSTAND A PULL FORCE OF 50 LBS.(22 KG)IN THE STOPPED POSITION, B. DELIVER INSERTS AND ANCHORING DEVICES SET INTO CONCRETE OR MASONRY AS REQUIRED TO PREVENT DELAYING THE 2• FIRE EXTINGUISHER CABINETS. WIRING DIAGRAMS AND REATIONSHIP TO ADJACENT WORK. d. THE BRAKING MECHANISM SHALL BE APPLIED TO AN OIL-IMPREGNATED HUB ON TO WHICH THE BRAKE SYSTEM IS MOUNTED. TPG ARCHITECTURE, LLP WORK. 1.2 SUBMITTALS 1. PREPARE SHOP DRAWINGS ON AUTOCAD OR MICROSTATION FORMAT USING BASE SHEETS PROVIDED ELECTRONICALLY THE OIL IMPREGNATED HUB DESIGN INCLUDES AN ARTICULATED BRAKE ASSEMBLY, WHICH ASSURES A SMOOTH, NON-JERKY 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 1.5 WARRANTY A. SUBMITTALS FOR REVIEW: BY THE ARCHITECT. OPERATION IN RAISING AND LOWERING THE SHADES, THE ASSEMBLY SHALL BE PERMANENTLY LUBRICATED. PRODUCTS THAT 631.547.7300 1 TPGARCHITECTURE.COM A. MIRROR WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPLACE MIRRORS THAT 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. D. WINDOW TREATMENT SCHEDULE: FOR ALL ROLLER SHADES. USE SAME ROOM DESIGNATIONS AS INDICATED ON THE REQUIRE EXTERNALLY APPLIED LUBRICATION AND OR NOT PERMANENTLY LUBRICATED ARE NOT ACCEPTABLE. e. THE ENTIRE M5 ASSEMBLY SHALL BE FULLY MOUNTED ON THE STEEL SUPPORT BRACKET, AND FULLY INDEPENDENT OF THE DEVELOP VISIBLE SILVER SPOILAGE DEFECTS AND THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED DRAWINGS AND INCLUDE OPENING SIZES AND KEY TO TYPICAL MOUNTING DETAILS. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN WARRANTY PERIOD. a. FIRE EXTINGUISHERS: INCLUDE RATING AND CLASSIFICATION. SHADE TUBE ASSEMBLY, WHICH MAY BE REMOVED AND REINSTALLED WITHOUT EFFECTING THE ROLLER SHADE LIMIT E. SELECTION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, ONE SET OF SHADE CLOTH OPTIONS AND ALUMINUM FINISH ADJUSTMENTS. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. MAINTENANCE DATA. COLOR SAMPLES REPRESENTING MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1.3 QUALITY ASSURANCE f. DRIVE CHAIN:#10 QUALIFIED STAINLESS STEEL CHAIN RATED TO 90 LB. (41 KG) MINIMUM BREAKING STRENGTH. NICKEL PLATE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 1.6 MATERIALS F. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, ONE COMPLETE SET OF SHADE COMPONENTS, CHAIN SHALL NOT BE ACCEPTED. A. STAINLESS STEEL: ASTM A666,TYPE 304,0.0312-INCH MINIMUM NOMINAL THICKNESS,UNLESS OTHERWISE INDICATED. A. NFPA COMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10, "PORTABLE FIRE UNASSEMBLED, DEMONSTRATING COMPLIANCE WITH SPECIFIED REQUIREMENTS. SHADECLOTH SAMPLE AND ALUMINUM 2.6 ACCESSORLES COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, EXTINGUISHERS." FINISH SAMPLE AS SELECTED. MARK FACE OF MATERIAL TO INDICATE INTERIOR FACES. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS USE, MODIFICATION, B. STEEL SHEET: ASTM A1008/A'1008M, DESIGNATION CS (COLD ROLLED, COMMERCIAL STEEL), 0.0359-INCH MINIMUM NOMINAL G. MAINTENANCE DATA: METHODS FOR MAINTAINING ROLLER SHADES, PRECAUTIONS REGARDING CLEANING MATERIALS AND A. ROLLER SHADE POCKET: FOR RECESSED MOUNTING IN ACOUSTICAL TILE, OR DRYWALL CEILINGS AS INDICATED ON THE OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED THICKNESS. B. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING,AND CLASSIFICATION BY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. DRAWINGS. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. METHODS, INSTRUCTIONS FOR OPERATING HARDWARE AND CONTROLS. C. GALVANIZED STEEL SHEET: ASTM A653/A653M,WITH G60 HOT-DIP ZINC COATING, 1.5 QUALITY ASSURANCE 1. PROVIDE EITHER EXTRUDED ALUMINUM AND OR FORMED STEEL SHADE POCKET, SIZED TO ACCOMMODATE ROLLER SHADES, PROJECT 1.4 WARRANTY WITH EXPOSED EXTRUDED ALUMINUM CLOSURE MOUNT, TILE SUPPORT AND REMOVABLE CLOSURE PANEL TO PROVIDE ACCESS TO D. GALVANIZED STEEL MOUNTING DEVICES: ASTMA 153/A153M, HOT-DIP GALVANIZED AFTER FABRICATION, A. MANUFACTURER QUALIFICATIONS: OBTAIN ROLLER SHADES THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER WITH A SHADES. E. A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE MINIMUM OF TWENTY YEARS EXPERIENCE IN MANUFACTURING PRODUCTS COMPARABLE TO THOSE SPECIFIED IN THIS a, PROVIDE "VENTED POCKET" SUCH THAT THERE WILL BE A MINIMUM OF FOUR 1 INCH (25.4 MM) DIAMETER HOLES PER FOOT CAPITAL ONE FASTENERS: SCREWS, BOLTS, AND OTHER DEVICES OF SAME MATERIAL AS ACCESSORY UNIT AND TAMPER-AND-THEFT COMPONENTS OF PORTABLE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED SECTION. RESISTANT WHERE EXPOSED,AND OF GALVANIZED STEEL WHERE CONCEALED. WARRANTY PERIOD. B. INSTALLER QUALIFICATION; ALLOWING THE SOLAR GAIN TO FLOW ABOVE THE CEILING LINE.: INSTALLER TRAINED AND CERTIFIED BY THE MANUFACTURER WITH A MINIMUM OF TEN YEARS MATTITUCK, NY � F. MIRRORS: ASTM C 1503, MIRROR GLAZING QUALITY,CLEAR-GLASS MIRRORS, NOMINAL 6.0 MM THICK. 1. FAILURES INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING: EXPERIENCE IN INSTALLINC PRODUCTS COMPARABLE TO THOSE SPECIFIED IN THIS SECTION. B. POCKET ACCESSORIES: AS INDICATED ON THE DRAWINGS. 1 1700 MAIN ROAD N G. ABS PLASTIC: ACRYLONITRILE-BUTADIENE-STYRENE RESIN FORMULATION. 2. FAILURE OF HYDROSTATIC TEST ACCORDING TO NFPA 10. C. FIRE-TEST-RESPONSE CHARACTERISTICS: PASSES NFPA 701 SMALL AND LARGE-SCALE VERTICAL BURN. MATERIALS TESTED C. FASCIA: _� SHALL BE IDENTICAL TO PR OF VALVES OR RELEASE LEVERSODUCTS PROPOSED FOR USE. 1. CONTINUOUS REMOVABLE EXTRUDED ALUMINUM FASCIA THAT ATTACHES TO SHADE MOUNTING BRACKETS WITHOUT THE MATTITUCK, NY 11952 r` 1.7 PUBLIC USE WASHROOM ACCESSORIES a, FAULTY OPERATION . USE OF ADHESIVES MAGNETIC STRIPS,OR EXPOSED FASTENERS. D. ELECTRICAL COMPONENTS: NFPA ARTICLE 100 LISTED AND LABELED BY EITHER UL OR ETL OR OTHER TESTING AGENCY DRAWING `" A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING 3. WARRANTY PERIOD: SIX YEARS FROM DATE OF SUBSTANTIAL COMPLETION. ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, MARKED FOR INTENDED USE, AND TESTED AS A SYSTEM. INDIVIDUAL 2. FASCIA SHALL BE ABLE TO BE INSTALLED ACROSS TWO OR MORE SHADE BANDS IN ONE PIECE. LL BOBRICK WAS MANUFACTURERS. S NOT LISTED,SUBSTITUTIONS NOT PERMITTED: 1.5 MANUFACTURERS TESTING OF COMPONENTS WILL NOT BE ACCEPTABLE IN LIEU OF SYSTEM TESTING. 3. FASCIA SHALL FULLY CONCEAL BRACKETS,SHADE ROLLER AND FABRIC ON THE TUBE. HROOM EQUIPMENT,INC. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS E. ANTI MICROBIAL CHARACTERISTICS:'NO GROWTH'PER ASTM G 21 RESULTS FOR FUNGI ATCC9642,ATCC 9644,ATCC9645. PROJECT SPECIFICATIONS 4. PROVIDE BRACKET/FASCIA END CAPS WHERE MOUNTING CONDITIONS EXPOSE OUTSIDE OF ROLLER SHADE BRACKETS. o a 2. BRADLEY CORPORATION. LISTED BELOW. IF NOT LISTED,SUBSTITUTIONS NOT PERMITTED. F. MOCK-UP: PROVIDE A MOCK-UP(MANUAL SHADES ONLY)OF ONE ROLLER SHADE ASSEMBLY FOR EVALUATION OF MOUNTING, 5. NOTCHING OF FASCIA FOR MANUAL CHAIN SHALL NOT BE ACCEPTABLE. N APPEARANCE AND ACCESSDRIES. 3. GENERAL ACCESSORY MANUFACTURING CO.(GAMCO). 1. GENERAL FIRE EXTINGUISHER CORPORATION. PART 3 EXECUTION 1. LOCATE MOCK-UP IN WINDOW DESIGNATED BY ARCHITECT. v B. TOILET TISSUE(ROLL)DISPENSER: 2. JL INDUSTRIES,INC. 3.1 EXAMINATION 0 1. DESCRIPTION: DOUBLE ROLL DISPENSER. 3. LARSEN'S MANUFACTURING COMPANY. 2. DO NOT PROCEED WITH REMAINING WORK UNTIL, MOCK-UP IS ACCEPTED BYARCHITECT. A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. cp 1.6 DELIVERY,STORAGE,AND HANDLING B. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY SEAL DATE 10/03/2016 N 2. MOUNTING: SURFACE MOUNTED. 4. POTTER ROEMER;DIV.OF SMITH INDUSTRIES, INC. A. DELIVER SHADES IN FACTORY-LABELED PACKAGES, MARKED WITH MANUFACTURER AND PRODUCT NAME, PREPARATION BEFORE PROCEEDING, 3. OPERATION; NONCONTROL DELIVERY WITH THEFT RESISTANT SPINDLE. 1.6 MATERIALS 3,2 PREPARATION PROJECT N0. � o FIRE-TEST-RESPONSE CHARACTERISTICS, AND LOCATION OF INSTALLATION USING SAME ROOM DESIGNATIONS INDICATED a) 4. CAPACITY: DESIGNED FOR 4-1/2-OR 5-INCH-DIAMETER TISSUE ROLLS. A. COLD-ROLLED STEEL SHEET: ASTM A1008/A1008M,COMMERCIAL STEEL(CS),TYPE B. ON DRAWINGS AND IN THE WINDOW TREATMENT SCHEDULE. VkED AR 3516014-00 1.7 PROJECT CONDITIONS A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. ��MpTTHEpL G',5, 5. MATERIAL AND FINISH: :STAINLESS STEEL,NO.4 FINISH(SATIN). B. STAINLESS-STEEL SHEET: ASTM A666,TYPE 304. s� SCALE Lu 1 -O°=1 -O° A. ENVIRONMENTAL LIMITATIONS: INSTALL ROLLER SHADES AFTER FINISH WORK INCLUDING PAINTING IS COMPLETE AND B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR C� �Q` 9 w C. COMBINATION TOWEL(FOLDED)DISPENSERIWASTE RECEPTACLE: 1.7 PORTABLE FIRE EXTINGUISHERS AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN THE SUBSTRATE UNDER THE PROJECT CONDITIONS. DWG NO. Y LL _ 1. DESCRIPTION: COMBINATION UNIT FOR DISPENSING C-FOLD OR MULTIFOLD TOWELS, WITH REMOVABLE WASTE A. MULTIPURPOSE DRY-CHEMICAL TYPE IN STEEL CONTAINER: UL-RATED 4-A:60-B:C, 10-LB NOMINAL CAPACITY, WITH OCCUPIED FOR ITS INTENDED USE. 3.3 INSTALLATION o RECEPTACLE. MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED-STEEL CONTAINER. 1.8 WARRANTY A. INSTALL ROLLER SHADES LEVEL, PLUMB, SQUARE, AND TRUE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIO S, � z 1.8 CABINETS AND LOCATED SO SHADE BAND IS NOT CLOSER THAN 2 INCHES(50 MM)TO INTERIOR FACE OF GLASS. ALLOW PROPER CLEARANCES o Z 2. MOUNTING: RECESSED A. ROLLER SHADE HARDWARE AND CHAIN WARRANTY: MANUFACTURER'S STANDARD NON-DEPRECIATING TWENTY-FIVE YEAR o1842A �QQ G-01 6 . 00 LIMITED WARRANTY. FOR WINDOW OPERATION HARDWARE. �`�F ^� E, m a. DESIGNED FOR NOMINAL 4-INCH WALL DEPTH. A. CABINETS: AS INDICATED IN DRAWINGS. B. ADJUST AND BALANCE ROLLER SHADES TO OPERATE SMOOTHLY, EASILY, SAFELY, AND FREE FROM BINDING OR 'G"- Lo a) B. STANDARD SHADECLOTH: MANUFACTURER'S STANDARD TWENTY-FIVE YEAR WARRANTY. M t6 3. MINIMUM TOWEL-DISPENSER CAPACITY: 600 C-FOLD OR 800 MULTIFOLD PAPER TOWELS. 1.9 EXAMINATION MALFUNCTION THROUGHOUT ENTIRE OPERATIONAL RANGE. CAD FILE NO. PAGE CO � N � � MATTITUCK G 016,DWG #of# C. CLEAN ROLLER SHADE SURFACES AFTER INSTALLATION,ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DOWELS, SCREWS, BOLTED CONNECTORS, AND OTHER FASTENING DEVICES THAT CAN BE REMOVED AFTER TRIAL FITTING. D. ENGAGE INSTALLER TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN ROLLER SHADE VERIFY THAT VARIOUS PARTS FIT AS INTENDED AND CHECK MEASUREMENTS OF ASSEMBLIES AGAINST FIELD SYSTEMS. MEASUREMENTS BEFORE DISASSEMBLING FOR SHIPMENT, 3.4 PROTECTION D. SHOP CUT OPENINGS TO MAXIMUM EXTENT POSSIBLE TO RECEIVE APPLIANCES, PLUMBING FIXTURES, ELECTRICAL WORK, A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETIDN OF PROJECT. AND SIMILAR ITEMS, LOCATE OPENINGS ACCURATELY AND USE TEMPLATES OR ROUGHING-IN DIAGRAMS TO PRODUCE B. TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 0 O � Q o ACCURATELY SIZED AND SHAPED OPENINGS. SAND EDGES OF CUTOUTS TO REMOVE SPLINTERS AND BURRS. UUUU 1. SEAL EDGES OF OPENINGS IN COUNTERTOPS WITH A COAT OF VARNISH. O SECTION 123623-PLASTIC-LAMINATE-CLAD COUNTERTOPS 1.11 EXAMINATION 1.1 SUMMARY A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING CLIENT: A. SECTION INCLUDES: PLASTIC-LAMINATE COUNTERTOPS. OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK, 1.2 SUBMITTALS B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES A. SUBMITTALS FOR REVIEW; ACCEPTANCE OF CONDITIONS AS SATISFACTORY. Aid ARM 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, INCLUDING HIGH-PRESSURE AND DECORATIVE LAMINATE ADHESIVE PREPARATION FOR BONDING PLASTIC LAMINATE. A. BEFORE INSTALLATION: Engineering D.P.C./we engineer success a. INCLUDE DATA FOR FIRE-RETARDANT TREATMENT FROM CHEMICAL-TREATMENT MANUFACTURER AND116 West 32nd Street,12th Floor,New York,N.Y.10001 1. CONDITION COUNTERTOPS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS. CERTIFICATION 13Y TREATING PLANT THAT TREATED MATERIALS COMPLY WITH REQUIREMENTS. 2. EXAMINE SHOP FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED, INCLUDING REMOVAL OF P 212.643.9055 F 212.643.0503 www.mgedpc.net 2. SHOP DRAWINGS: SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE-SCALE DETAILS, PACKING AND BACK PRIMING. IEP ENGINEER: ATTACHMENT DEVICES,AND OTHER COMPONENTS. a. SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR PLUMBING FIXTURES, FAUCETS, ELECTRICAL 1.13 INSTALLATION SWITCHES AND OUTLETS AND OTHER ITEMS INSTALLED IN PLASTIC-LAMINATE COUNTERTOPS. A. GRADE: INSTALL COUNTERTOPS TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED. b. APPLY AWI QUALITY CERTIFICATION PROGRAM LABEL TO SHOP DRAWINGS, B. ASSEMBLE COUNTERTOPS AND COMPLETE FABRICATION AT PROJECT SITE TO THE EXTENT THAT IT WAS NOT COMPLETED IN 3. SAMPLES FOR VERIFICATION: THE SHOP. a. PLASTIC LAMINATES, 12 BY 12 INCHES, FOR EACH TYPE, COLOR, PATTERN, AND SURFACE FINISH,WITH ONE 1. PROVIDE CUTOUTS FOR APPLIANCES, PLUMBING FIXTURES, ELECTRICAL WORK,AND SIMILAR ITEMS. SAMPLE APPLIED TO CORE MATERIAL. 2. SEAL EDGES OF CUTOUTS BY SATURATING WITH VARNISH, B. QUALIFICATION DATA: FOR INSTALLER. C. FIELD JOINTING: WHERE POSSIBLE, MAKE IN THE SAME MANNER AS SHOP JOINTING, USING DOWELS, SPLINES, ADHESIVES, C. PRODUCT CERTIFICATES: FOR EACH TYPE OF PRODUCT. AND FASTENERS RECOMMENDED BY MANUFACTURER. PREPARE EDGES TO BE JOINED IN SHOP SO PROJECT-SITE 1. COMPOSITE WOOD AND AGRIFIBER PRODUCTS, PROCESSING OF TOP AND EDGE SURFACES IS NOT REQUIRED. LOCATE FIELD JOINTS WHERE SHOWN ON SHOP DRAWINGS. 1. SECURE FIELD JOINTS IN PLASTIC-LAMINATE COUNTERTOPS WITH CONCEALED CLAMPING DEVICES LOCATED WITHIN 6 2, HIGH-PRESSURE DECORATIVE LAMINATE. INCHES OF FRONT AND BACK EDGES AND AT INTERVALS NOT EXCEEDING 24 INCHES. TIGHTEN ACCORDING TO 3. CHEMICAL-RESISTANT, HIGH-PRESSURE DECORATIVE LAMINATE. MANUFACTURER'S WRITTEN INSTRUCTIONS TO EXERT A CONSTANT,HEAVY-CLAMPING PRESSURE AT JOINTS, 4. ADHESIVES. D. INSTALL COUNTERTOPS LEVEL, PLUMB, TRUE,AND STRAIGHT, SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL D. WOODWORK QUALITY STANDARD COMPLIANCE CERTIFICATES: AWI QUALITY CERTIFICATION PROGRAM CERTIFICATES. AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES, E. SCRIBE AND CUT COUNTERTOPS TO FIT ADJOINING WORK,REFINISH CUT SURFACES,AND REPAIR DAMAGED FINISH AT CUTS. E. EVALUATION REPORTS: FOR FIRE-RETARDANT-TREATED MATERIALS,FROM ICC-ES. F. ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE 1.3 QUALITY ASSURANCE OF COUNTERTOP, A. FABRICATOR QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO IS EXPERIENCE WITH CUSTOM MILLWORK AND 1. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96-INCH SAG, BOW,OR OTHER VARIATION FROM A STRAIGHT THE ABILITY TO BECOME A AWI CERTIFIED FABRICATOR. MINIMUM THREE YEARS DOCUMENTED EXPERIENCE REQUIRED. LINE. B. INSTALLER QUALIFICATIONS: FABRICATOR OF PRODUCTS. 2. SECURE BACKSPLASHES TO TOPS WITH CONCEALED METAL BRACKETS AT 16 INCHES O.C. AND TO WALLS WITH C. TESTING AGENCY QUALIFICATIONS: FOR TESTING AGENCY PROVIDING CLASSIFICATION MARKING FOR ADHESIVE. FIRE-RETARDANT-TREATED MATERIAL, AN INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT 3. SEAL JUNCTURES OF TOPS, SPLASHES, AND WALLS WITH MILDEW-RESISTANT SILICONE SEALANT OR ANOTHER PERIODICALLY PERFORMS INSPECTIONS TO VERIFY THAT THE MATERIAL BEARING THE CLASSIFICATION MARKING IS PERMANENTLY ELASTIC SEALING COMPOUND RECOMMENDED BY COUNTERTOP MATERIAL MANUFACTURER, REPRESENTATIVE OF THE MATERIAL TESTED. 1.4 DELIVERY,STORAGE,AND HANDLING 1.14 ADJUSTING AND CLEANING A. REPAIR DAMAGED AND DEFECTIVE COUNTERTOPS, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS; A. DO NOT DELIVER COUNTERTOPS UNTIL PAINTING AND SIMILAR OPERATIONS THAT COULD DAMAGE COUNTERTOPS HAVE WHERE NOT POSSIBLE TO REPAIR, REPLACE WOODWORK, ADJUST JOINERY FOR UNIFORM APPEARANCE. BEEN COMPLETED IN INSTALLATION AREAS, IF COUNTERTOPS MUST BE STORED IN OTHER THAN INSTALLATION AREAS, STORE ONLY IN AREAS WHERE ENVIRONMENTAL CONDITIONS COMPLY WITH REQUIREMENTS SPECIFIED IN FIELD B CLEAN COUNTERTOPS ON EXPOSED AND SEMI-EXPOSED SURFACES. TOUCH UP SHOP-APPLIED FINISHES TO RESTORE CONDITIONS"ARTICLE. DAMAGED OR SOILED AREAS. 1.5 FIELD CONDITIONS A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL COUNTERTOPS UNTIL BUILDING IS ENCLOSED, WET WORK IS SECTION 123661 -SIMULATED STONE COUNTERTOPS COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY 1.1 SUMMARY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. A. SECTION INCLUDES: B. FIELD MEASUREMENTS; WHERE COUNTERTOPS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF 1. SOLID-SURFACE-MATERIAL COUNTERTOPS. OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION, AND INDICATE MEASUREMENTS ON SHOP DRAWINGS, COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. 1.2 SUBMITTALS C. ESTABLISHED DIMENSIONS: WHERE COUNTERTOPS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, ESTABLISH A. SUBMITTALS FOR REVIEW: DIMENSIONS FOR AREAS WHERE COUNTERTOPS ARE TO FIT. PROVIDE ALLOWANCE FOR TRIMMING AT SITE, AND 1. PRODUCT DATA: FOR COUNTERTOP MATERIALS. COORDINATE CONSTRUCTION TO ENSURE THAT ACTUAL DIMENSIONS CORRESPOND TO ESTABLISHED DIMENSIONS. 2. SHOP DRAWINGS: FOR COUNTERTOPS. SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, METHODS 1.6 PLASTIC-LAMINATE COUNTERTOPS OF JOINING,AND CUTOUTS FOR PLUMBING FIXTURES, A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR 3. SAMPLES FOR VERIFICATION: FOR THE FOLLOWING PRODUCTS; GRADES INDICATED FOR CONSTRUCTION,INSTALLATION,AND OTHER REQUIREMENTS. a. COUNTERTOP MATERIAL,6 INCHES SQUARE. 1. THE CONTRACT DOCUMENTS CONTAIN SELECTIONS CHOSEN FROM OPTIONS IN THE QUALITY STANDARD AND b. ONE FULL-SIZE SOLID-SURFACE-MATERIAL COUNTERTOP, WITH FRONT EDGE, 8 BY 10 INCHES, OF CONSTRUCTION ADDITIONAL REQUIREMENTS BEYOND THOSE CF THE QUALITY STANDARD. COMPLY WITH THOSE SELECTIONS AND AND IN CONFIGURATION SPECIFIED. REQUIREMENTS IN ADDITION TO THE QUALITY STANDARD. B. GRADE: CUSTOM. 1.3 PROJECT CONDITIONS A. FIELD MEASUREMENTS: VERIFY DIMENSIONS OF COUNTERTOPS BY FIELD MEASUREMENTS AFTER BASE CABINETS ARE C. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3,GRADE HGS. INSTALLED BUT BEFORE COUNTERTOP FABRICATION IS COMPLETE. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS PROVIDE PRODUCTS AS INDICATED ON 1.4 COORDINATION DRAWINGS. D. COLORS, PATTERNS, AND FINISHES: PROVIDE MATERIALS AND PRODUCTS THAT RESULT IN COLORS AND TEXTURES OF A. COORDINATE LOCATIONS OF UTILITIES THAT WILL PENETRATE COUNTERTOPS OR BACKSPLASHES. EXPOSED LAMINATE SURFACES COMPLYING WITH`HE FOLLOWING REQUIREMENTS: 1.5 SOLID SURFACE COUNTERTOPS 1. AS INDICATED BY MANUFACTURER'S DESIGNATIONS ON DRAWINGS. A. PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE THE PRODUCT AS INDICATED THE DRAWINGS FINISH E. EDGE TREATMENT: 2-MM PVC EDGING. LEGEND, 1 ISSUED FOR PERMIT AND BID 02/01/17 NF F. CORE MATERIAL: PARTICLEBOARD OR MEDIUM-DENSITY FIBERBOARD, B. CONFIGURATION: PROVIDE COUNTERTOPS WITH THE FOLLOWING FRONT AND BACKSPLASH STYLE: NO. REVISION DATE BY G. CORE MATERIAL AT SINKS: EXTERIOR-GRADE PLYWOOD, 1. FRONT: STRAIGHT,SLIGHTLY EASED AT TOP. H. CORE THICKNESS: 3/4 INCH. C. COUNTERTOPS: 3/4 INCH THICK,SOLID SURFACE MATERIAL. i tecture D. FABRICATION: FABRICATE TOPS IN ONE PIECE WITH SHOP-APPLIED EDGES UNLESS OTHERWISE INDICATED. COMPLY WITH I. BACKER SHEET: PROVIDE PLASTIC LAMINATE BACKER SHEET, NEMA LD 3, GRADE BKL, ON UNDERSIDE OF COUNTERTOP SUBSTRATE. SOLID-SURFACE-MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS FOR ADHESIVES, SEALERS, FABRICATION, AND rg�u \rch I FINISHING. J. PAPER BACKING: PROVIDE'APER BACKING ON UNDERSIDE OF COUNTERTOP SUBSTRATE. E. SOLID SURFACE MATERIAL: HOMOGENEOUS SOLID SHEETS OF FILLED WITH RECYCLED MATERIAL AND RESIN COMPLYING 1.7 WOOD MATERIALS WITH ANSI SS1. A. WOOD PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED QUALITY STANDARD UNLESS 1. TYPE: PROVIDE STANDARD TYPE OR VENEER TYPE MADE FROM MATERIAL COMPLYING WITH REQUIREMENTS FOR TPG ARCHITECTURE, LLP OTHERWISE INDICATED. STANDARD TYPE,AS INDICATED UNLESS SPECIAL PURPOSE TYPE IS INDICATED. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 1. WOOD MOISTURE CONTENT: 5 TO 10 PERCENT. 1.6 EXAMINATION 631.547.7300 1 TPGARCHITECTURE.COM B. COMPOSITE WOOD AND AGRIFIBER PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED A. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS QUALITY STANDARD FOR EACH TYPE OF WOODWORKAND QUALITY GRADE SPECIFIED UNLESS OTHERWISE INDICATED. COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE, NOTIFY THE ARCHITECT IN WRITING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 1. RECYCLED CONTENTOFMEDIUM-DENSITY FIBERBOARD AND PARTICLEBOARD: POSTCONSUMER RECYCLED CONTENT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 25 PERCENT. B. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 2. COMPOSITE WOOD AND AGRIFIBER PRODUCTS: PRODUCTS SHALL COMPLY WITH THE TESTING AND PRODUCT ACCEPTANCE OF CONDITIONS AS SATISFACTORY. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF 1.7 INSTALLATION COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." A. INSTALL COUNTERTOPS LEVEL TO A TOLERANCE OF 1/8 INCH IN 8 FEET. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 3. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2,GRADE 130, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. B. FASTEN COUNTERTOPS BY SCREWING THROUGH CORNER BLOCKS OF BASE UNITS INTO UNDERSIDE OF COUNTERTOP. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, 1.8 ACCESSORIES PRE-DRILL HOLES FOR SCREWS AS RECOMMENDED BY MANUFACTURER, ALIGN ADJACENT SURFACES AND, USING ADHESIVE PROJECT A. GROMMETS FOR CABLE PASSAGE THROUGH CDUNTERTOPS: 2-INCH OD, BLACK, MOLDED-PLASTIC GROMMETS AND IN COLOR TO MATCH COUNTERTOP, FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. CAREFULLY MATCHING PLASTIC CAPS WITH SLOT FOR WIRE PASSAGE. DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES,AND CLEAN ENTIRE SURFACE, CAPITAL ONE 1.9 MISCELLANEOUS MATERIALS MATTITUCK, NY � A. ADHESIVES; DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. p N B. ADHESIVE FOR BONDING PLASTIC LAMINATE: UNPIGMENTED CONTACT CEMENT. 11700 MAIN ROAD I? MATTITUCK, NY 11952 C. VOC LIMITS FOR INSTALLATION ADHESIVES AND SEALANTS: USE PRODUCTS THAT COMPLY WITH THE FOLLOWING LIMITS FOR C:) VOC CONTENT WHEN CALCULATED ACCORDING T040 CFR 59,SUBPART D(EPA METHOD 24): 1. WOOD GLUES: 30 G!l_. DRAWING _ 62. MULTIPURPOSE CONSTRUCTION ADHESIVES: 70G/L. PROJECT SPECIFICATIONS o a 3. STRUCTURAL WOOD MEMBER ADHESIVE: 140 G/L. � P 4. ARCHITECTURAL SEALANTS: 250 G/L. CD CD �1! 1.10 FABRICATION i�: rl_ o A. FIRE-RETARDANT-TREATED WOOD: HANDLE, STORE, AND INSTALL FIRE-RETARDANT-TREATED WOOD TO COMPLY WITH CD ,- CHEMICAL TREATMENT MANUFACTURER'S WRITTEN INSTRUCTIONS, INCLUDING THOSE FOR ADHESIVES USED TO INSTALL � WOODWORK. SEAL DATE 10/03/2016 Y dj 0 1. SAND FIRE-RETARDANT-TREATED WOOD LIGHTLY TO REMOVE RAISED GRAIN ON EXPOSED SURFACES BEFORE PROJECT N FABRICATION. 0. 3516014-00 RED ARC C� B. FABRICATE COUNTERTOPS TO DIMENSIONS, PROFILES, AND DETAILS INDICATED, PROVIDE FRONT AND END OVERHANG OF 1Q\GOPITHEk;,s'SiSCALE 11 -0"=1'-0" LU -, INCH OVER BASE CABINETS. w w DWG NO. c9 v C. COMPLETE FABRICATION, INCLUDING ASSEMBLY, TO MAXIMUM EXTENT POSSIBLE BEFORE SHIPMENT TO PROJECT SITE. - - 0 DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. WHERE NECESSARY FOR FITTING AT 0 o SITE,PROVIDE AMPLE ALLOWANCE FOR SCRIBING,TRIMMING,AND FITTING. N 4� o Z 1. NOTIFY ARCHITECT SEVEN DAYS IN ADVANCE OF THE DATES AND TIMES WOODWORK FABRICATION WILL BE 9TF crg42� �O G-017 . 00 m COMPLETE. � � r- � OF NE`N M m 2. TRIAL FIT ASSEMBLIES AT FABRICATION SHOP THAT CANNOT BE SHIPPED COMPLETELY ASSEMBLED. INSTALL r CAD FILE NO. PAGE C� J MATTITUCK-G-017.DWG #of# ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE LIFE SAFETY LEGEND I.T.ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM OFFICE 01105 01-106 01107 01108 01-109 01-110 01111 01-112 INDICATES EXISTING CONSTRUCTION TO REMAIN INDICATES NEW PARTITION TYPE po laft-2a o �„ INDICATES NEW DOOR/FRAME AND HARDWARE TYPE7. CLIENT.• -------- - --- l -'.; ---------i •/, .. ' - I -----_ --_ I s I INDICATES EXIT SIGN - - I I r - - - -:� _ I -c' zzz _ INDICATES FULLY RECESSED FIRE EXTINGUISHER CABINET. REFER TO .. %' I I I I FE- 1 �`.�iE ng in eerin D.P. C. we engineer successA-101 FOR ADDITIONAL INFORMATION. I i i 116 West 32nd Street,12th Floor,New York,N.Y.10001 I _____________ _ P 212.643.9055 F 212.643.0503 www.mgedpc.net I RPZ — - - DIRECTION OF EGRESS TRAVEL IEP ENGINEER j ASSEMBLY I I o X'-X" D.O.T. EGRESS DISTANCE OF TRAVEL TY _ - - � - - J L - - _ � J I - -- o r - - - - �° IED 1 ' I BUILDING INFORMATION/CODE SYNOPSIS LU Uj wi EX .FA EX.VER ON ( I I I PANEL I PANEL I 1 i I — —— � I I EXIT#2 I&T ------- ----- - I 72" DOOR (68" CLEAR r---------------- ------ OCCUPANCY SUMMARY: WIDTH PROVIDED) EXISTING OCCUPANCY CLASSIFICATION: B-BUSINESS CASH/WORK i i i I I 1 ROOM ®+ i I i i I i 68" 0.2" PER PROPOSED OCCUPANCY CLASSIFICATION: B BUSINESS 01-104 - -_- r — — — — — — T'i— — — — — — — — —i-r — — — — — — — — — — — — — — - I OCCUPANT= 340 BUILDING IS NOT SPRINKLERED '------ ----tz-, I I I I I I FE-1 I r-------------- ------- � I I OCCUPANTS GROSS SQUARE FOOTAGE: 3,240 SQFT I I I JANITOR'S OCCUPANT LOAD FACTOR(TABLE 1004.12): 100 SF/OCCUPANT FI 0 -LACLOSET OCCUPANTLOAD: 33 OCCUPANTS _ ------ ---- 01-113 I I EGRESS SUMMARY: I MAXIMUM TRAVEL DISTANCE(TABLE 1017.2): 200 FEET I O i ACTUAL TRAVEL DISTANCES: 91'-2"TO EXIT#1 89'-2"TO EXIT#2 Fit L4 ® I I RB AREA RK MAXIMUM COMMON PATH(TABLE 1006.2.1): 75'-0" 01 114 ACTUAL COMMON PATH: 46'-3" TELLER PODS i I � i I ----- EGRESS CAPACITY: EXIT#1-68"CLEAR WIDTH 01-103I -- 46'-3"COMMON I i i EGRESS CAPACITY-340 OCCUPANTS 7uu) PATH EXIT#2-68"CLEAR WIDTH --- ----- ------------------------ ------ ------------------j i `1 ��9 i i EGRESS CAPACITY-340 OCCUPANTS tiyl�p�s� i ---------- NUMBER OF ACCESSIBLE EXITS REQUIRED(SECTION 1009): 2 9 I I NUMBER OF ACCESSIBLE EXITS PROVIDED: 2 � �cP i i VESTIBULE NOTES: I I 9, I 01-115 I I I I _ — — — — WAITING 1, REFER TO PLAN FOR ADDITIONAL INFORMATION AND CALCULATIONS OF EGRESS ;. ' I r i I ♦I I COMPONENTS. I I L--------- 1 I I 89'-2" D.O.T. I♦ I PAVILION 2. REFER TO G-001 FOR ADDITIONAL NOTES AND INFORMATION, I ♦ I 01-116 �- - - - - - - - - - - - - - I � I 3. TRUSS IDENTIFICATION SIGNAGE SHALL BE POSTED ON EXTERIOR FACE OF BUILDING 1 i PER TITLE 19(NYCRR)CHAPTER XXXIII-STATE FIRE PREVENTION AND BUILDING CODE • t Ii I I I I i ____---___-_- COUNCIL SUBCHAPTER C-OTHER REGULATIONS,TABLE 1-1264. I I I I I I I I I I I I I 3'-Q" I I I I I O O I I RB STATION I - ---- 01117 ACCESSIBILITY NOTES:0 S. 2015 IBC r------------ I , I I r-------- ---I I 1 I I I I I A. EMPLOYEE WORK AREAS SHALL COMPLY WITH SECTION 1103.2.2. B. ACCESSIBLE ROUTES TO COMPLY WITH SECTION 1104. ------ ` C. ENTRANCES TO COMPLY WITH SECTION 1105. NCR i I i i \��P�o� i D. POINT OF SERVICE COUNTERS ARE TO BE ACCESSIBLE PER SECTION 1109.12,3. I 6638 I L__________ I I I O I E. ACCESSIBILITY SIGNAGE TO BE INSTALLED PER REQUIREMENTS OF SECTION 1111. ----------------------------------------------------� ���'�`O I 1 ISSUED FOR PERMIT AND BID 02/01/17 NF I I , I I 3,240 SQ.FT./100 SQ.FT. PER ��'�� i RB STATION OCCUPANT = �� �� I 01 118 N0. REVISION L — — — QP I DATE BY 33 OCCUPANTS �� � I r 1------- ---� ! �- - - - I L----------! 91'-2" D.O.T. PLUMBING FIXTURE REQUIREMENTS \rchl'tecturea� ------------= I ® I I L _ __J O O IUP 2015 INTERNATIONAL PLUMBING CODE(TABLE 403.1) I I - I 3-0" FE 1 I I WATER CLOSETS: 2 REQUIRED/ I I I 2 PROVIDED ------ -----, I LAVATORIES: 1 REQUIRED/2 PROVIDED TPG ARCHITECTURE, LLP I � DRINKING FOUNTAIN: 1 STANDARD REQUIRED AND 1 ADA REQUIRED/1 STANDARD ' _______� r, � , � � I I 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 �------- I r i PROVIDED AND 1 ADA PROVIDED I , I -- ------ I I 631.547.7300 1 TPGARCHITECTURE.COM I , SERVICE SINK 1 REQUIRED/1 PROVIDED WINCOR WINCOR 1 02560 1 ' ' I RB STATION I ' 11 1 ' 04580 ( I IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ------- ---�J ' 01-119 I ------_ - -- , AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT _ - ' ------ I i PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE -------- ; I LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND L----------- - I I STS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, CO 7 L OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED OKI BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. --- ----- - <: I PROJECT I I I I I I I I I I J CAPITAL ONE ------------------------ �IATTITUCK, NY CID >: r` I I I 11700 MAIN ROAD MATTITUCK, NY 11952 o L-------------� Ir-------------J I I I I I xi LL_ :.' i 1 DRAWING r LIFE SAFETY PLAN O 2 I I I o n, I I I I — 0 1--------J---------- ----------L---- ---� FL 00 o � o - o N EXIT#2 M ATM 24 HR ATM PRIVATE Nl ROOM 72" DOOR (68" CLEAR WIDTH PROVIDED) VESTIBULE OFFICE SEAL DATE ��� 0 01-102 68"/0.2" PER OCCUPANT= 340 01 101 01 120 U, OCCUPANTS ERGO ARC PROJECT N0. 31 W w SCALE DWG N0. N . s � C? z m 01 � � 42 LS.( CID 9�F CF N ,�O J CAD FILE N MATTITUC MECHANICAL ADA ATTIC ADA EMPLOYEE'S MANAGER'S DEMOLITION LEGEND ROOM VESTIBULE CORRIDOR RESTROOM STAIR RESTROOM CLOSET LOUNGE OFFICE 01-110 01111 01112 01113 01-114 01115 01116 01117 01-118 INDICATES EXISTING CONSTRUCTION TO REMAIN __________- INDICATES EXISTING PARTITION TO BE DEMOLISHED AND REMOVED �S)pa�'n ^ �� � o 0 �-_---==--i INDICATES EXISTING WINDOW TO BE DEMOLISHED AND REMOVED CLIENT: INDICATES EXISTING DOOR/FRAME TO REMAIN _�01 08 y _ _ °EngineeringD.P.C./weengineer success NDICATES EXISTING DOORFRAME TO BE REMOVED r _ _ I 116 West 32nd Street, Floor,New York,N.Y.10001 _.._ _...... P 212643 9055 F 212 643 0503 mm.mgedpc.net Li INDICATES KEY NOTE REFERENCE TO A SPECIFIC ITEM ON DEMOLITION PLANA ENpNEER: (REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC PLAN NOTES) 11 EX EXISTING ITEM TO REMAIN _T II a i i r IN L H EXISTING POWER/DATA FLOOR BOX TO BE REMOVED. w 15 LU X EX.FA EX.VERIZON 1 1 /' \� `♦ ,' \\ LU PANEL PANEL i i /'' ♦` '� `� rT�� l ____ EXISTING POWER FLOOR BOX TO BE REMOVED -�' DEMOLITION NOTES VAULT i \� �♦♦ 02 ;� 03 ROOM 1 II �♦ f 18 01-109 I L J J i `♦♦ ,/' 1• EXISTING SLAB ON GRADE TO REMAIN. CONTRACTOR TO TRENCH AS REQUIRED FOR NEW I I ' ITEMS. PATCH AND REPAIR EXISTING SLAB AS REQUIRED FOLLOWING REMOVAL OF i =---- ----------------------- EXISTING ELEMENTS OR INSTALLATION OF NEW ELEMENTS WITH CONSTRUCTION AND -- COUPON 1 = � r--� r-------------- ROOM i 04 1 1 1 I X26'-10" / I FINISHES TO MATCH EXISTING. 01-108 I �' i i i i \ /' i i ^ JANITOR'S 2. PATCH AND REPAIR EXISTING EXTERIOR/INTERIOR WALLS AS REQUIRED FOLLOWING CLOSET REMOVAL OF EXISTING ELEMENTS OR INSTALLATION OF NEW ELEMENTS WITH 1 iii- i i i i I �/ �l 101-119 CONSTRUCTION AND FINISHES TO MATCH EXISTING. I 11 1 I I I I 03 I I I I / ADA COUPON � , l 1 1 L ROOM 1 1 I I / 1 1 I 1 I 1 14 �Tni ,��� t�==== ====� ROOM RENCE 3. REMOVE EXISTING FIT-OUT CONSTRUCTION AS SHOWN.REMOVE ALL ASSOCIATED POWER/ 01-107 I I I 1 ♦♦ 1 I I I I I T / / DATA AND FIRE ALARM DEVICES AND REMOVE ALL CABLING AND WIRING BACK TO SOURCE. 1 1 I I ► �o ♦♦ I 1 i IL i01 120 PREPARE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED TO RECEIVE SPECIFIED I I I o J -----------j I iii ------ __J FINISHES.REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. ________ ----� r-------------� 1 �// FILE CABINET AREA CORRIDOR � u I I /ii'/ 4. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY, CONTRACTOR TO VERIFY IN FIELD. 01-121 ♦ I I 1 /.. I CLOSET `� 1 1 �/' \\ �� COIN MACHINE 01105 AREA 01-122 / \ _J I I L---------Ji' 1 /' I r-�===__�----- - LA I I 1 I ♦ rT�� �o� VESTIBULE 10 01-123 i I I I I 1 I 14 I 1 II I I II _____�=====3= I I IIT�I / 14'-4" I I I I _ I 1 UT"I III LL�J I I I PLATFORM I I I l?I`I III AREA III yl� I ---- , I il`i M 08 01-124 I I III I L, III ' I I III I I I 07 III I III I I III III I III iii 14 1 ISSUED FOR PERMIT AND BID 02/01/17 NF i IW II N0. REVISION DATE BY 1 iTnl N 0EUE 1-125ING DEMOLITION KEYNOTES ----- - - if,; rn\, 01-125 I I ----- — ---�;♦ 14 LLVj \rch'itectu re I 1 ♦ / 01 THRU WALL VENT TO BE RELOCATED. PATCH AND REPAIR WITH CONSTRUCTION AND T I% i i 114n i FINISHES TO MATCH EXISTING, I I 1 �1 \ L•U�J 18 02 EXISTING PULL-DOWN ATTIC ACCESS STAIR ABOVE TO REMAIN, TPG ARCHITECTURE, LLP I I .' EXISTING ROUGH PLUMBING AT JANITOR'S CLOSET&BREAK ROOM TOBERELOCATED. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 o i i i r `♦ �, ,'� M I 1 REFER TO CONSTRUCTION PLAN AND MEP DRAWINGS 631.547.7300 1 TPGARCHITECTURE.COM M I I O I I I I I I `♦ / II I I I EXISTING VAULT STRUCTURE TO BE REMOVED IN ITS ENTIRETY.SLAB TO REMAIN. 31'-4" I I ♦�/ \�/ III I I I IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN I III PLATFORM I I 1 1 1 1 III AREA 05 NEW WINDOW OPENING TO MATCH EXISTING ON THE OPPOSITE SIDE OF ENTRY. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT I 1 I 1 I i i 10 M w 01 126 PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE II M LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND I 1 09 I I I I I I III III 06 EXISTING ROUGH OPENING WIDTH AND HEIGHT TO BE MODIFIED FOR NEW DRIVE UP COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 540" iii III ATM.REFER TO CONSTRUCTION PLAN, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, EQ.2 EQ. 11 1 111 EQ.1 EQ. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 07 DRIVE UP TELLER STATION TO BE REMOVED, PATCH AND REPAIR WITH CONSTRUCTION 1 I I I 16 1 I 18 W 18 I BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. AND FINISHES I INTERIOR EXTERIOR, 08 THRU WALL VENTS TO BE REMOVED(2). PATCH AND REPAIR WITH CONSTRUCTION PROJECT 12 05 ♦`�♦ � ` �,�' AND FINISHES TO MATCH EXISTING. ♦♦` ' `\�'�' 09 EXISTING NIGHT DROP DOOR AND SLEEVE TO BE REMOVED. PATCH AND REPAIR WITH CAPITAL ONE CONSTRUCTION AND FINISHES TO MATCH EXISTING. MATTITUCK, NY .. 10 EXISTING ENTRY VESTIBULE TO BE DEMOLISHED 11700 MAIN ROAD 11 EXISTING BOILER TO BE RELOCATED,WATER HEATER TO BE REMOVED. EXISTING MATTITUCK, NY 11952 PLUMBING STUB UPS TO BE REMOVED. REFER TO CONSTRUCTION PLAN AND MEP DRAWINGS. DRAWING EXISTING RPZ ASSEMBLY TO BE RELOCATED TO REAR OF BUILDING, REFER TO DEMOLITION PLAN 0 CONSTRUCTION PLAN AND MEP DRAWINGS. 13 EXISTING ISLAND AND PNEUMATIC TUBE ASSEMBLY TO BE REMOVED. AREA TO BE PREPPED FOR NEW ISLAND. 14 EXISTING POWER/DATA TO BE REMOVED. REMOVE ALL WIRING AND CABLING TO AREA MONEY STORAGE SOURCE, PATCH AND REPAIR SLAB TO MATCH EXISTING. SITTING 15 TELLER COUNTING RM ROOM VESTIBULE AREA EXISTINGPOWER/TELEPHONE/FIREALARM PANELS TO REMAIN REFER TO MEP SEAL DATE o 01-1DRAWINGS 10/03/2016 N 04 01-103 01-102 01-101 01-127 16 EXISTING DOOR PANELS TO BE REPLACED, FRAME AND HINGES TO REMAIN, REFER PROJECT N0. o TO A-601 FOR ADDITIONAL INFORMATION, PREPARE OPENING AS REQUIRED TO � .RED ARC 3516014-00 RECEIVE NEW DOOR. ��o�Q\G� �,s��9��� SCALE 1/4"=11-O° 17 EXISTING GAS CONNECTION - tiA1T / CO O CTION AND ELECTRICAL METER TO REMAIN REFER TO MEP 0 o DRAWINGS C:) U) 18 EXISTING FLUTED WINDOW TRIM TO BE REMOVED THROUGHOUT AND REPLACE WITH FLAT PROFILES WITH DIMENSIONS TO MATCH ADJACENT TRIM. 01842acn D M 101 S3 ��F NE�y . 00 Cz l CAD FILE NO. PAGE C� J MATTITUCK-DM-101•DWG 40f# MECHANICAL ADA ATTIC ADA EMPLOYEE'S MANAGER'S REFLECTED CEILING DEMOLITION LEGEND ROOM VESTIBULE CORRIDOR RESTROOM STAIR RESTROOM CLOSET LOUNGE OFFICE 01-110 01-111 01-112 01-113 01-114 01-115 01-116 01-117 01-118 INDICATES EXISTING CONSTRUCTION TO REMAIN INDICATES EXISTING PARTITION TO BE DEMOLISHED AND REMOVED peo�o I I INDICATES PORTION OF ACOUSTIC CEILING TILE AND GRID TO BE o p I I REMOVED ALONG WITH ALL ASSOCIATED SUPPORTS. I 1 I I CLIENT: I � I INDICATES EXISTING LIGHT FIXTURES, EXISTING EXIT SIGNS, O AND FIRE ALARM DEVICES TO BE REMOVED. DM MEngineering D.P.C./we engineer success F116 West 32nd Street 12th Floor, York,N.Y.10001--,-- - Imo♦ i I P 212643 9055 F 212 643 0503 W www mgedpc net ---- -----I-----i----- -----I-----ti II DM �x� MEP ENGINEER: 1 I I I I I I I I I I I ---- LJ1 I I 1 I I I I I 1 ----� -- i�♦\ ���I I I INDICATES KEY NOTE REFERENCE TO A SPECIFIC ITEM ON I I I �♦ i� I I I I I I I I ----� --� ♦ i I I r--- - --- --'�-- --I--�- - ♦ i I I' ix♦ II I I fl �- � �---� I , I �♦1� 1 I I I " O DEMOLITION PLAN(REFER TO ARCHITECTURAL DRAWINGS FOR ' I I I I x I I I ♦ i t I I ♦ / I __ 05 I I I I / ` I I ( ( II ♦ / 'I I JI Ir _ IIiI ♦x/ i 1 I p �I -- SPECIFIC PLAN NOTES) EX DMI i---- _ --- T DMi / I ---- -- ----�--- I I I I I I I I `♦ ,' 1 __ ___�__ __;�-- �___ I 1 1 y� I I I I I I I x I EX EXISTING ITEM TO REMAIN ~ w i i i l l i v� i i i i i i i --� i i i W ¢ I I I I 1 I I I I �1\� -- I ----- --- rL __ -- $- -----r---- ---- -----I-----+--II 1 1 I I 1 ____I- ___�----�_-- I 1 �,, 1 1 I I I DM EXISTING ITEM TO BE REMOVED I I I EX.FA I EX.VERIZON I I ___i DMI _--i-- --I_____L___ I I 1 I I 1 _ I I I I� ___�I t l LU I I I I I I l f I_____'___ I 1 I I I I I I 'i1�` I I 11 ti� I I I PANEL I PANEL I I I I I I I I I I I I I DMI I I 11 I 1 __J____ L___ ___L___ ----I_ _ ---� —�r-___t_---�----_r-- ----I-----�L ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE CONSTRUCTION LEGEND I.T.ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM 01 OFFICE 01 105 01-106 01 107 01-108 01-10901-110 01 111 01 112 A-702 INDICATES EXISTING CONSTRUCTION TO REMAIN P INDICATES NEW PARTITION TYPE,REFER TO CORRESPONDING PARTITION alaL►ma TYPE ON SHEET A 901. •5�4INDICATES STOREFRONT PARTITION. CLIENT: A-705 00 AM r-------- --- L- --': ---------� I .. - - - ---- - - INDICATES EXISTING DOOR/FRAMETO REMAIN, REFER TO DOOR I I s i SCHEDULE DRAWING(S) ., I I E.,,.,,En ineerin D.P. ./we engineersuccess 9 9 I 116 West 32nd Street,12th Floor,New York N.Y.1000177! N I � j I P 212.643.9055 F 212.643.0503 www.mgedpc.net i I I 09 13 09 13 1 O MEP ENpNEE� RPZ INDICATES NEW DOOR/FRAME HARDWARE TYPE; U.O.N.4"TYPICAL 24 ASSEMBLYI w I 1' / / I 10 10 i BETWEEN DOOR AND ADJACENT PARTITION, REFER TO SHEET A-601 FOR 1 SPECIFICATIONS. I P5 +/-7'-2" ,1.F. /-7'-3"V.I.F. -------------- I ___ _________ N N Lq o " i O°% 1 l = ( 07 I i INDICATES NEW MILLWORK PROVIDE BLOCKING WITHIN PARTITION AS 12 _ REQUIRED. REFER TO A-501 FOR ADDITIONAL INFORMATION. co z 24 ---- 19 N — fl G — �I >F=� 1 W a b I ( �� �I > i INDICATES KEY NOTE REFERENCE TO A SPECIFIC ITEM ON XI EX.FA EX.VERIZON �' 1 - �I o I O XI PANEL PANEL I � I CONSTRUCTION PLAN(REFER TO THIS SHEET FOR SPECIFIC PLAN - _. _ 05 O6 07 - + 09 NOTES) I ..r _____� ______ I 10 I INDICATES FULLY-RECESSED FIRE EXTINGUISHER CABINET,POTTER F I P1 25 C) o 13 i ROEMER FIRE PRO. MODEL#7007,DOOR STYLE A,FULL GLASS WITH TEMPERED SAFETY GLASS.GC TO COORDINATE ROUGH OPENINGS OF CASH/WORK1021 i 09 E i -->— CABINET AND SHALL PROVIDE 21/2"DOUBLE STUD THICKNESS AT ROOM I I I 1 FE-1 EXTINGUISHER CABINET,SIZED AS PER ROUGH OPENING.OR APPROVED 01-104 ------ a :P:7] i I I I A 805 1 w. 15 I I I p, 1 EQUAL;VERIFY W/OWNER STANDARDS. LOCATE TOP OF CABINET A 4'-6" ----"-! FE-1 I -------- - - ------- i i AFF(FE HANDLE TO BE AT 48"AFF MAX.) REFER TO DETAIL H ON A-811 FOR --- --- -- 10'8" i ADDITIONAL INFORMATION. 08 _ P1 P 14 ----- - JANITORS 14 p4 ' I ' I 2V I 01ET -113 P3 N P 17 P3 10 i INDICATES NEW PARTITION TO ALIGN WITH EXISTING OR NEW PARTITION AS % SCHEDULED I ---------- --- I 1" 6 If Pl P6 12'-6" P6 ABP3VE S1 I I I As, STOREFRONT TAG; REFER TO TYPICAL ELEVATION ON A-601. P3 P3 P3 I P7 i RB WORK AREA 03 O I B i -51C-4 i 01-114INDICATES PLUMBING FIXTURE.SEE A-705 FOR SPECIFICATION AND MEP p_ P3 A-801 i i DRAWINGS FOR ADDITIONAL INFORMATION, ) I I 1 TELLER PODS C 1'-8" 5" 01-103 I - A-801 I 04 j 02 o A 704 i S1 r--- ----- ---------------------- _ I I 1 - 1 A-702 -- ------ - P1 P1 AB VE E2 i VESTIBULE ABOVE CONSTRUCTION GENERAL NOTES rn I 01-115 I 11 21 I 1 ALL INTERIOR FINISHES TO HAVE CLASS B FLAME SPREAD OR BETTER. I I I I WAITING I I I I PAVILION 11 i 2. REFER TO SHEET SERIES A-401,A-402 AND SPECIFICATIONS FOR FINISH INFORMATION. i 01 116 I I I I 43'-9" 1 g�_11,� 3. ALL DIMENSIONS ARE TO FACE OF FINISH/CMU OR CENTERLINE OF COLUMN/CIRCLE UNLESS NOTED OTHERWISE. P1 i 4. ALL GYPSUM BOARD TO BE 5/8"TYPE"X"UNLESS OTHERWISE NOTED I I �, 1 ' 5. ALL GYPSUM BOARD SHALL BE TAPED,SPACKLED(3)COATS&PRIMED FOR FINISH TO BE LEVEL 4 I I o I g� ABOVE FINISH,U.N.O.REFER TO A-401 SHEET. A 8 i Cl) i ------------- Sl _____________ 6. ALL GYPSUM BOARD TAPED,SPACKLED(3)COATS&PRIMED FOR FINISH TO BE LEVEL 3 FINISH IN 02 S1 i RESTROOMS,JANITOR CLOSET,STORAGE,ATM SERVICE,IT AND ELEC EQUIPMENT. 2'-11 1" " 8'4�" ' nl ' ' I 7. GC TO FURNISH AND INSTALL WATER RESISTANT GYPSUM BOARD IN TOILET ROOMS&JANITOR'S 2 8'-6 3'-6" 2 23 I I CLOSET. I I I I �:;: HOLD V.I.F. ' I I I 8. ALL WOOD BLOCKING TO BE FIRE RETARDANT Q 3'0" EQ I i i �_-------j RB STATION 9. ALL PLYWOOD OR MDF TO BE FIRE RETARDANT I I 1 01-117 j 10, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL HORIZONTAL SOLID O BLOCKING AS REQUIRED FOR SUPPORT OF ANY WALL HUNG EQUIPMENT, MILLWORK FIXTURE,OR -------- --- 'I I 7 J ' I i 3 A-704 7 i DEVICE. I I I I 11. ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEIGHT SUPPORT(P.S.I.)PER SQUARE INCH. I I I I \ I I I 12. GC TO FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHER(S)WITH A RATING OF NOT LESS I I I I I I THAN 2-A:10BC WITHIN 75 FT.TRAVEL DISTANCE TO ALL PORTIONS OF INTERIOR SPACE. I I I io - r-----'----- I I I I --- I 02 i o NCR 10 -. L F i i I 1 ISSUED FOR PERMIT AND BID 02/01/17 NF I Cl) I 01 L---------- ----------------------- ---------------� (` A 701 I 6638 I A-703 I - - 20 I RB STATION -o I 01 118 NO. REVISION DATE BY 01 � I CONSTRUCTION KEYNOTES -� ' I J I I ' ' o A 704 ' oF­,aVch'itecture ----------- J I I CO 09 I o 01 EXISTING OPENING OF DRIVE UP TELLER STATION TO BE INFILLED WITH 22 -- ---� - 15 P1 P1 a3 10 I > --- S1 S1 I '+ CONSTRUCTION AND FINISHES TO MATCH EXISTING ON INTERIOR AND EXTERIOR. ------- --- ABOVE 01 ABOVE 12 ABOVE13 I = I 02 NEW ISLAND BETWEEN LANES 1 AND 2 TO ACCOMMODATE DRIVE UP ATM. LANE 2 TO BE P1 P1 -� P2 CA 901 I REDUCED FROM 9'-Oy"TO 8'-6" Q 3'o° E — 02 FE-1 I TPG ARCHITECTURE, LLP 03 NEW WINDOW TO MATCH EXISTING ON THE OPPOSITE SIDE OF ENTRY. 1300 WALT WHITMAN ROAD MELVILLE NY 11747 r 3'10" ---- ---- I 01 I r ----------- P1 ��N A-704 S1 20 i 04 RELOCATED BOILER AND RPZ ASSEMBLIES. REFER TO MEP DRAWINGS 631.547.7300 1 TPGARCHITECTURE.COM 'IN C? ' iii P3 6' p3 ' 05 EXISTING NIGHT DROP DOOR TO BE REMOVED AND OPENING INFILLED WITH N 4_ WINCOR ; ; WINCOR N i 02 ABOVE 6 ABOVE I RB STATION CONSTRUCTION AND FINISH TO MATCH EXISTING ON INTERIOR AND EXTERIOR. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN C ' o ' St 1 01-119 AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT + � 02560 " ' ' 04580 ' A-704 1 06 EXISTING THRU-WALL VENTS TO BE INFILLED WITH CONSTRUCTION AND FINISHES I A 812 F I I -M PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE ---- --- ---- ' I TO MATCH EXISTING I ' " I CO ____ _ 8' -" I LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND q -- --J 176 , 13'2" 2 13'102 1 O7 DRINKINGFOUNTAIN. REFER A 7 FOR SPECIFICATION. COSTS INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF 05 I ---- -� I `� - � 5A L 09 09 i OU 0 OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, �� O 08 SINK, REFER TO A-706 FOR SPECIFICATION, 10 OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED ` .. . P1 21 13 Pi 13 i 09 REPLACE EXISTING FLUTED INTERIOR WINDOW TRIM WITH NON FLUTED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. O i PROFILES. FINISHEDAS SPECIFIED. _ ________________________ ______ ___-__-_-_-_-____� I 10 PROVIDE REMOVABLE WINDOW GRILLES TO MATCH EXISTING. FINISH AS SPECIFIED. PROJECT I 03 11 PROVIDE NON-FLUTED TRIM TO MATCH EXISTING WINDOWS. CAPITAL ONE I ---------------------------- ----------------- i I 12 REPLACE EXISTING SUBSTRATES WHERE REQUIRED TO RECEIVE SPECIFIED FINISHES. MATTITUCK, NY 13 PROVIDE AND INSTALL MISSING HARDWARE AT OPERABLE WINDOWS. 11700 MAIN ROAD CED MOP SINK,REFER TOA-706 FOR SPECIFICATION. HOT WATER HEATER TO BE MATTITUCK, NY 11952 In I I I INSTALLED ABOVE MOP SINK. REFER TO MEP DRAWINGS FOR ADDITIONAL J INFORMATION. C:) i i i i DRAWING 15 FURNISH AND INSTALL WALL CORNER PROTECTOR,CLEAR PLASTIC TO 48"AFF. li i i i .` : i 16 CONTRACTOR TO PROVIDE CONCRETE PADAND BOLLARDS FOR CONDENSING CONSTRUCTION PLAN UNITS. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. co I I _J__________ __________L____ __J 17 LINE OF CEILING SOFFIT ABOVE(TYPICAL.) REFER TOA-201 FOR ADDITIONAL INFORMATION. (D a. 18 CONTRACTOR TO PROVIDE SIDEWALK BETWEEN BUILDING AND CURB. REFERTO o MEP DRAWINGS AND A-812 FOR DETAILS. ATM 24 HR ATM PRIVATE ZD ti ROOM01 VESTIBULE OFFICE 19 PROVIDE 4"CONCRETE CURB AT BASE OF WALL. SEAL DATE 10/03/2016 Y o 01-102 01-101 01-120 20 FURNITURE PANELS. REFER TO A-501 FOR ADDITIONAL INFORMATION. C) M A 701 PROJECT N0. 3516014-00 21 EXISTING DOOR PANELS TO BE REPLACED. FRAME AND HINGES TO REMAIN. EO ARC o REFER TOA-601 FOR ADDITIONAL INFORMATION. Q\G�AT7HEwsi� SCALE 1/411=11-0" w > 22 COORDINATE BOLLARD LOCATIONS WITH OWNERS VENDOR,ATM SPEC, = = AND OWNER'S REP. REFER TO A-812 FOR DETAILS. * 1 0 23 FULL HEIGHT PARTITION ABOVE CASEWORK. N CD CO 24 PLYWOOD TO 8'-0"AFF. TO BE PAINTED BLACK. 9 F f 42A CoQ A- 1 01 . 00o moo N m 25 G.C.TO PROVIDE LEVEL 5 FINISH. M n CAD FILE NO. PAGE 26 NEW CONDENSER PAD. REFER TO MEP DRAWINGS AND A-812 FOR ADDITIONAL INFORMATION. MATTITUCK -101.DWG #of# 0 J ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE REFLECTED CEILING LEGEND I.T.ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK BOOM OFFICE 01-105 01-106 01-107 01-108 01-109 01-110 01-111 01-112 INDICATES EXISTING CONSTRUCTION TO REMAIN INDICATES NEW PARTITION o INDICATES NEW GLASS PARTITION 0 SEE CORRESPONDING KEY NOTE INDICATES CEILING HEIGHT CLIENT; INDICATES CEILING MATERIAL DESIGNATION Arm ft- XXX INDICATES EQUIPMENT TAG. OMEN: . REFER TO A-302 FOR SPECIFICATION AND ADDITIONAL INFORMATION Engineering D.P.C./we engineer success 19 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net NMI 09 L-3 .. R WS 1 WS-1 W EQ,�Y. :3'6 :E EQ. :3'6", : .:_ Q, . _: 16 16 VEP ENCI"`lEEI� .7 � . L 7" L (D ,. , ., ❑ L-7 L-9 o b Ex 03 C2' �* c2 -----J L7 L17 d TYP. F- I 11 L-7 C3 L-7 REFLECTED CEILING MATERIAL LEGEND: CASH/WORK O 1 ROOM O L-11 L 6 WS O S SYMBOL DESCRIPTION 01-104 L 6 O6 /1 0 B EX g'-0" V A 811 O ❑ ❑ I 5/8"TYPE X GYP.BD.CEILING ON ARMSTRONG DRYWALL GRID C4 _ 10 L-7 L-7 I JANITOR'S SUSPENSION SYSTEM YC - : ;.. ' - g 0" O L CLOSET C1 FINISH: PT-02. REFER TO A-402 FOR ADDITIONAL INFORMATION. 01-113 L-2 L-2 5/8"MOISTURE RESISTANT GYP.BD,CEILING ON ARMSTRONG DRYWALL L 6 L_6 12 L5A(4') GRID SUSPENSION SYSTEM - INI H REFER TOA 402 FOR ADDITIONAL INFORMATION 2,_3" : S 0. q-7 q-7 F PT 1 A 801` I . / } 03 q 7 RB WORK AREA 4.,01 4=0 . .,4-0" •. ARMSTRONG 0 0L-1 14 2 X 2 ULTIMA HIGH-NRC PANELS WHITE FINISH/ - TEGULAR EDGE,9/16"SUPRAFINE SUSPENSION SYSTEM 8 -$ TELLER PODS <2D $ 01 103 --- I 01-7 q-7 EX EX EX EX EX ' S '-Uj •..: 10'-0" ARMSTRONG i �. iO 08 O �':: -: ' 17 i : : -.,_ 2 X 2 OPTIMA WHITE FINISH/TEGULAR EDGE,9/16 L4 4' "SUPRAFINE i L-1 O SUSPENSION SYSTEM i EQ- . . . - EQ. EX ■ 02 :. . 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MEP ITEMS SHOWN ARE FOR COORDINATION ONLY, REFER TO MEP DRAWINGS. i ❑L7 i L 1 q-7 q-7 q-7 q-7 i 1 ISSUED FOR PERMIT AND BID 02/01/17 NF RB STATION O 08 07 S CO OS O 01118 N0. REVISION DATE BY L4 6' L-1 C3 „' REFLECTED CEILING KEYNOTES: �1 R-7 g_7 C3 q-7 \rch'itecture -71 OTYP. --- I ❑� q 7 11 qLl I 7 L 7 WS-1 01 EXISTING EXTERIOR LIGHT FIXTURES TO REMAIN.G,C.TO VERIFY THAT ALL FIXTURES EX EX i L4 4' ARE IN PROPER WORKING CONDITION.PROVIDE NEW LAMPS PER CAPITAL ONE i I STANDARDS.COORDINATE WITH ELECTRICAL DRAWINGS, -- - -- ur `. .:,.`41,1a: 4A" .,,2-s":::. I TPG ARCHITECTURE, LLP Ile02 L-16 PENDANT TO BE MOUNTED 7-6"AFF, a a B 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 �---� L-7 L-7 I- A 811 03 DIFFUSER IN ACT CEILING ABOVE. REFER TO MEP DRAWINGS FOR ADDITIONAL 631.547.7300 TPGARCHITECTURE.COM 7. 7 - INFORMATION. Aci r 1 " i 04 EXISTING PULL-DOWN ACCESS LADDER TO ATTIC SPACE TO REMAIN.G.C.TO PROTECT _ :0 C3 RB STATION IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN . _ O THROUGH-OUT THE DURATION OF CONSTRUCTION. o AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT #. g'-0" r�, : Q H) 1 O q 7 �S 1030 01 119 05 DRUM PENDANT AND DECORATIVE FASCIA TO BE CENTERED OVER SERVICE BAR DRUM. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE t O 1" 11-0 I 11'0" L-6 L-6 L 6 r 1.. 03 L5A(4) L-13 PENDANT TO BE MOUNTED AT 9'-6"AFF, LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 06 L-28 FIXTURE TO BE MOUNTED 8'-0"AFF. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, - L5A(4') OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, ❑ 7 7 a 7 L 7 O7 STARTING POINT OF CEILING GRID. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. EX EX 11 L 11 WS 1 16 WS-1 08 LINE OF CASEWORK BELOW. ' ' " � FINAL LO ATION TO BE COORDINATED WITH EQUIPMENT LAY UT EX EX � 09 PROJECT 0 0 0 0 15 10 UNDERCABI NET LIGHT. REFER TO A-202 FOR ADDITIONAL INFORMATION. CAPITAL ONE EX EX EX EX 11 WALL MOUNTED SELF ILLUMINATED EMERGENCY EXIT LIGHT. MATTITUCK, NY 13 O LINE OF PARTIAL HEIGHT FEATURE WALL BELOW. 11700 MAIN ROAD 00 13 LINE OF EXISTING ROOF OVERHANG. EX EX O MATTITUCK, NY 11952 0 14 L-17 PENDANT TO BE MOUNTED 7'-6"AFF. DRAWING EXISTING FIXTURES IN EXTERIOR SOFFIT ABOVE ENTRANCE. REFER TO ELEVATION 0ONA-701, REFLECTED CEILING PLAN EX EX •. 16 MECHOSHADE TO BE INSTALLED AT EXISTING WINDOW HEAD WITHIN FRAME,V.I.F. LENGTH IN FIELD. REFER TO A-302 FOR SPECIFICATION, OTYR 17 ACT GRID AND TILE TO CONTINUE ABOVE GYP. BD.CEILING. c� o, o N 18 LINE OF PARTIAL HEIGHT FEATURE WALL BELOW. o M ATM 24 HR ATM PRIVATE19 PROPOSED LIGHT TO MATCH EXISTING EXTERIOR LIGHTING,V,I,F. 04 ROOM VESTIBULE OFFICE SEAL DATE 10/03/2016 Y o 01 102 01 101 01 120 20 L-28 FIXTURE TO BE MOUNTED 8'-0"AFF. N �RED ASC PROJECT No. 3516014-00 p1TH,6 y/ o Q�GM Wsf SCALE 1/4"=1'-0" LU co DWG N0. co _ = Ca v o N 4 oY �T� °,8�z N �°� A-201 . 00 '[\VIIL ZC4 CO OF N� om CAD FILE NO. PAGE ch m N MATTITUCK-A-201,DWG #of# J LIGHTING SCHEDULE TYPE DESCRIPI-ION MANUF. CATALOG NUMBER COLOR WATTS MOUNTING DIM TYPE LAMP QTY-SPECIFICATION REMARKS — LED TAPE LIGHT WITH MOUNTED CLIPS:LENGTH PER LUMINII LIGHT:LL-36 LINEAR LED STRIP STANDARD 4.3W/FT SURFACE 0_10V 354 LUMENS/LF,3500K,95CRI, COORDINATE MOUNTING PER CEILING CONDITIONS;REFER TO L1 PLAN.REMOTE TRANSFORMER REQUIRED. EXTRUSION:SLIMLINE 7 FROSTED LENS SILVER 390MUFT 86 LED ARCHITECTURAL DRAWINGS FOR DETAIL �1Li✓ U��1� o o DIMMABLE. ANODIZED CRI BY MANUFACTURER LED UNDERCABINET LIGHT JUNO CONTINUOUS LED UNDERCABINET LIGHT 4W/LF 120V SURFACE 3000K WHITE LED WITH 4-112"X 1"HOUSING,CLEAR MOUNTED TO L2 PRISMATIC GLASS LENS.UPLED MILLWORK DETAIL CLIENT: (LENGTH)-(FINISH)WITH FIXTURE JOINERS AND MOUNTING ACCESSORIES AS REQUIRED. w D STRIPL IGHT COLUMBIA LED STRIPLIGHT WITH 6"X 4-7116"X 4' STANDARD 15W 120V SURFACE NON-DIM 2700 LUMENS/LF,3500K,80CRI, COORDINATE MOUNTING PER CEILING CONDITIONS, L3 STEEL HOUSING,6"WIDE CLEAR MOUNTED ON LED PRISMATIC DIFFUSER;LRO4-35LW-EU WALL OR CEILING BY MANUFACTURER lEngineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 RECESSED LINEAR AXIS LIGHTING LED RECESSED LINEAR DOWNLIGHT WITH: STANDARD 4.6WILF RECESSED NON-DIM INTEGRAL LED 10.4WIF 1000LMIFT. COORDINATE MOUNTING PER CEILING CONDITIONS. P 212.643.9055 F 212.643.0503 www.mgedpc.net BEAM 4 LED 4-1/8"W X 3-15/16"H X LENGTHS PER PLAN; WHITE 3500K 80+CRI 'EP ENCI�;EER: L4 BBRLED-B3-MF-1000-35-SO-FL-(LENGTHS PER PLAN)-W-(VOLTS)-D-1-(MOUNTING) L5-a RECESSED WALL WASHER FLANGED FINELITE #HP-2-WW-R-K-X'-B-8-35K-(VOLTAGE)- RECESSED 3500K LED ARCHITECT TO CONFIRM FINISH,ARCHITECT/CONTRACTOR TO SC-(MOUNTING)-CLEAR METAL CONFIRM MOUNTING.REFER TO A-201 FOR LENGTHS. RECESSED WALL WASHER FLANGELESS FINELITE #HP-2-WW-R-K-8'-B-8-35K-(VOLTAGE)-SC-SF RECESSED 3500K LED FOR PAVILION CEILING L5-b SPACKLE FLANGE FOR TRIMLESS APPEARANCE LED RECESSED 2X2 LUMINAIRE AXIS LIGHTING AURA LED WHITE 23.1W RECESSED NON-DIM 2500 LUMENS,3500K,90CRI, COORDINATE MOUNTING PER CEILING CONDITIONS. L6 AULED-22-[LUMENS]-90-35-SO- LED W-UNV-D-1 BY MANUFACTURER BATTERY PACK AS INDICATED RECESSED 5.5"X5.5"LED DOWNLIGHT USAI LIGHTING #1010-(MOUNTING)-AC1- CLEAR 14W RECESSED NON-DIM 1100 LUMENS,3500K,80CRI, COORDINATE MOUNTING PER CEILING CONDITIONS. L7 S-01-LSTD4-9014- METAL (CEILING);FOR USE LED M2-35KS-50-NCSM-(VOLTAGE)- IN ACP OR GYP BY MANUFACTURER DIML2 BATTERY PACK AS INDICATED CEILING RECESSED 4.574.5"LED DOWNLIGHT USAI LIGHTING #1011-B1-S-28-LSD4-9014 14W RECESSED NON-DIM 1100 LUMENS,3500K,80CRI, COORDINATE MOUNTING PER CEILING CONDITIONS. -M2-35KS-50-NCSM14VOLTAGE) (CEILING);FOR USE LED L8 -DIML2 BATTERY PACK AS INDICATED IN GYP CEILING BY MANUFACTURER RECESSED 5.5"X5.5"LEE)WALL WASHER USAI LIGHTING #1151-(MOUNTING)-AC1-01-LSTW4- CLEAR 14W RECESSED 1100 LUMENS,3500K,80CRI, L9 FLANGE) 6020-M2-35KS- METAL (CEILING);FOR USE LED NCSM-(VOLTAGE)-DIML2 MATTE IN GYP CEILING BY MANUFACTURER RECESSED 4.5"X4.5"LED WALL WASHER USA[LIGHTING #1451-AC1-28-LSLW4-6020-M2 1100 LUMENS,3500K,80CRI, L10 FLANGELESS -35KS-NCSM1-(VOLTAGE)-DIML2 LED BY MANUFACTURER L11 CEILING MOUNTED EXIT SIGN COOPER LIGHTING LED EDGE LIT CEILING MOUNTED EXIT TBD 0 VA SURFACE NON-DIM LED COORDINATE MOUNTING PER CEILING CONDITIONS. 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MAY SPECIFY AS DIRECT PROVIDE BATTERY PACK AS INDICATED ONLY. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF N0. REVISION DATE BY LED SUSPENDED LINEAR LIGHT WITH AXIS LIGHTING BEAM 4 WHITE UNIVERSAL PENDANT 0-10V STANDARD 3500K LED BY MANUFACTURER COORDINATE MOUNTING PER CEILING CONDITIONS;REFER TO \rchl'tecture DIRECT/INDIRECT LIGHT BBDILED-B3-MF-640-400-90-35-SO-S#-W- ARCHITECTURAL DRAWINGS FOR SUSPENSION HEIGHT.MAY L19 UNV-D-1 DIMENSION:4"WIDE X 5.5"HIGH SPECIFY AS DIRECT ONLY. PROVIDE BATTERY PACK AS INDICATED RECESSED LED CANOPY FIXTURE LSI INDUSTRIES CRS SC LED 64 SS CW UE WHT RECESSED 5300K L20 CEILING);FOR USE IN ACP OR GYP TPG ARCHITECTURE LLP CEILINGS 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 RECESSED LED CANOPY DOWNLIGHT AMERLUX E4 75RD G2 ASW W VWF 3000 WHITE RECESSED 3000K 631.547.7300 ) TPGARCHITECTURE.COM L21 (CEILING);FOR USE IN ACP IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN R GYP CEILINGS AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT LED OPEN/CLOSED LANE SIGN TRAFFIC CONTROL 634LED-OPEN/CLOSED 40 VA SURFACE PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE L22 SYSTEM (CANOPY) LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, LED ATM E SIGN TRAFFIC CONTROL 617 LED-ATM 40 VA SURFACE OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED L23 SYSTEM (CANOPY) BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, EXTERIOR WALL SCONCE(CUSTOMER FACING) HEVLITE HL 3405 2X BLED 9 VA SURFACE(WALL) 3000K PROJECT L24 CAPITAL 0 N E �i MATTITUCK, NY � EXTERIOR WALL SCONCE LITHONIA WST LED(LEDS) 120 VA SURFACE(WALL) 700 mA,10A700/30K,3000K L25 LIGHTING 11700 MAIN ROAD � N MATTITUCK, NY 11952 o RECESSED LINEAR LED CANOPY FIXTURE AXIS LIGHTING BEAM4 WBRLED B2 500 40 F W 15 VAI LINEAL RECESSED DRAWING L26 FOOT U_ LIGHTING LEGEND o LED FLOODLIGHT FOR EXTERIOR TOWER BEACON L27 ILLUMINATION o N_ LED WALL MOUNT-DIRECT/INDIRECT AXIS LIGHTING TWIN BEAM2 WHITE WALL MOUNT NON-DIM COORDINATE MOUNTING WITH A-201. CN `" L28 TBWDILED-B3-MF-650-400-80-35-SO- � 4'-M11LED-W-(VOLTS)-1 10/03/2016 SEAL DATE Qo Y N U N �; PROJECT No. 3516014-00 < o RED ARC G0A1T1iE& �'/� SCALE1/8°=11-0" Cn DWG N0. o CD N� 9' 18 2A A-202 . 00 u, > O F N m m CAD FILE NO 65 2 . PAGE //Io MATTITUCK-A-202.DWG #of# U J ELECTRICAL! MECHANICAL ADA ATTIC ADA PRIVATE POWER AND COMMUNICATIONS LEGEND I.T,ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM OFFICE 01-105 01-106 01-107 01-108 01-109 01-110 01-111 01-112 INDICATES EXISTING CONSTRUCTION TO REMAIN INDICATES NEW PARTITION (r=ma0fm0� �W INDICATES NEW GLASS PARTITION INDICATES KEY NOTE REFERENCE TO A SPECIFIC ITEM ON POWERICOMM. PLAN(REFER TO THIS SHEET FOR SPECIFIC PLAN NOTES) .3: INDICATES NEW WALL MOUNTED QUADRUPLEX ELECTRICAL CUNT; ©; .... p•. © O OUTLET/RECEPTACLE,MOUNTED AT 15"A.F,F,, U.O.N. SCP r-------- .- -_� --._— EXP , ---------, . •• :.•'. .'.:,... . :� INDICATES NEW WALL MOUNTED DUPLEX ELECTRICAL � OUTLET/RECEPTACLE MOUNTED AT 15"AFF. U.O.N. DVR --- ----------- -------- ------------------------- ----------- - ; INDICATES DEDICATED WALL MOUNTED QUAD ELECTRICAL I UPS I I .. 'a f 1 I I I I En ineerin D.P. ./weengineersuCCess MOUNTED "A.F.F. N. OUTLET/RECEPTACLE, MOU E 5 , U O 9 9 I POE 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net . 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ANEL © 09 —� M H CU-2 G p S ------ ----- -- CU-3 ® JUNCTION BOX I -- I CS 1 CAB 1 i i i i HU 12 I I I I I INDICATES NEW COMBINATION ELECTRICAL POWER,TELE/DATA FURNITURE CASH/WORK I I I I ROOM I _ ____ SYSTEMS IN FEED IN WALL.COORDINATE WITH FURNITURE DEALER 01-104 I - ----- I I I I I LOCATION SH-1 l It i l ' I ------------- ------- i I M MOUNTING FROM MILLWORK CS-1 12 CU-1 MW-1 RF-1 i JANITOR'S F MOUNTING FROM FURNITURE CU 3 GFI --- { -8- FI - ET Q9 _--- I 01-113 CLG INDICATES AT CEILING ---- 1—0 48" 148" 48" i XXX INDICATES EQUIPMENT TAG. REFER TO A-302 FOR SPECIFICATIONS. CU-2 _ -------------- CP 2 -------------- i i INDICATES CEILING MOUNTED SPEAKER,DEVICES AND TERMINATIONS BY O DWR 1 H CC-1 I O i O OTHERS.G.C.TO PROVIDE BOXES,CONDUIT&DRAG LINES AS REQUIRED S CH 1 I I FOR INSTALLATION.COORDINATE WITH OWNER'S VENDOR(S)&OWNERS HU RP-1 I CM-1 RB WORK REPRESENTATIVE, I - I i AREA INDUCTION LOOP SYSTEM. REFER TO A-302 FOR SPECIFICATION, I PER MILLWORK I I 0,-114 CAV-1 TOWER I 03 i I : i I CAV-2 CC-1 --------- TELLER __--_TELLER PODS i CD-1 CJ-1 IL-1 CU 1 i i CP 2 i POWER R ANDCOMMUNICATIONS 01-103 - ,,„�,:::,,�.r::>.,.;•:,:, CU-2 I � � � , I 0 CP 2 CU-3 15 JAT, ; 0 I GENERAL NOTES r--- ------ ------------- CAS-2 ----------- I I C� M RP-1 I 03 I I M� 03 CH-1 I i i 1. SEE MEP DRAWINGS AND EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION AND I I I DC I VESTIBULE REQUIREMENTS. PER TELLER I I I 01-115 I 11 ,• -- in I � I PH-1 CU , I I I WAITING SECURITY LEGEND m�T , Y_ S I ... . .. IP-1 `.�, I i PAVILION 11 ---- - I , ;; 1 CC-1 CU-2 M[1_71 TCR CU-3 i IP 2 �} I DC 01-116 E-24 M PER TELLER Poo CAS-1 I i O I NOTE: REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. DEVICES AND TERMINATIONS I CAS-2 I I BY OTHERS.G.C.TO PROVIDE BOXES.CONDUIT&DRAG LINES AS REQUIRED FOR INSTALLATION. rnRP-1 I ® i i COORDINATE WITH OWNER'S VENDOR(S)&OWNERS REPRESENTATIVE. 77 M CH 1 i 03 IL 1 i ---- A.F.F. 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MATTITUCK-A-301.DWG #of# J EQUIPMENT SCHEDULE CODE COUNT DESCRIPTION MFG MODEL 7 OWNER F/I 7GC F/I COMMENTS TELLER EQUIPMENT (�:D A�mfl_(� LIL1 ATM-1 THRU-THE-WALL WINCOR C2560 X ATM SHELL ONLY ATM-2 THRU-THE-WALL WALK-UP WINCOR CINEO C4580(HIGH CAPACITY) X ATM SHELL ONLY ATM-3 THRU-THE-WALL-DRIVE UP NCR 6638-DRIVE UP X ATM SHELL ONLY CLIENT: CAS-1 CASH DRAWER FENCO P-3016-5/8"x 18"x 19" X CAS-2 CASH TRAY FENCO P-44 CASH TRAY, P-42 LOCKING LID,AND X COIN SORTER � CAV-1 CASH ADVANCE TERMINAL SCANNER VERIFONE VFN TRANZ 380 X FURNISH AND INSTALL POWER&CONDUIT/PULL STRING N FOR DATA 1A `.°•, CAV-2 CASH ADVANCE TERMINAL PRINTER VERIFONE VFN 250 PRINTER X FURNISH AND INSTALL POWER MEngineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 CC-1 CURRENCY COUNTER ROYAL SOVEREIGN RBC-4500 X FURNISH AND INSTALL POWER P 212.643.9055 F 212.643.0503 www.mgedpc.net CC-2 CURRENCY COUNTER JETSCAN 2 POCKET X CASH ROOM ONLY IF NEEDED; FURNISH AND INSTALL MEP ENGMER: POWER CD-1 COUNTERFEIT DETECTOR MAG II 4 IN 1 CURRENCY AUTHENTICATOR X FURNISH AND INSTALL POWER CH-1 CHECK SCANNER BURROUGHS PAYMENT SSP2120100-PKA-BURROUGHS SCANNER X FURNISH AND INSTALL POWER SYSTEMS CJ-1 CHECK JOGGER X FURNISH AND INSTALL POWER COMPOSITE SAFE TL-30 SAFE MODEL CS-1 CASH SAFE BRANCHSERV 744530,AOR TO SPECIFY LEFT OR RIGHT X OPTIONAL SECOND CASH SAFE IF REQUESTED SWING CS-2 DAY SAFE BRANCHSERV TL-30 SAFE MODEL 342424,RIGHT SWING X OPTIONAL SECOND CASH SAFE IF REQUESTED RP-1 RECEIPT PRINTER BURROUGHS PAYMENT SRN2PTR-USB-BURROUGHS PRINTER X FURNISH AND INSTALL POWER SYSTEMS TCR-1 TELLER CASH RECYCLER GLORY GLOBAL SOLUTIONS GLORY VERTERA 6G X FURNISH AND INSTALL POWER&COORDINATE F/I BY CABLING VENDOR COMPUTER EQUIPMENT CU-1 MONITOR HP E4U30AA#ABA X FURNISH AND INSTALL POWER CU-2 DESKTOP PC HP K6G93US#ABA X FURNISH AND INSTALL POWER&CONDUIT/PULL STRING FOR DATA M7J-00001 MICROSOFT WIRELESS CU-3 WIRELESS KEYBOARD/MOUSE MICROSOFT DESKTOP 2000 USB PORT X FURNISH AND INSTALL POWER MOUSE/KEYBOARD CU-4 DESKTOP MONITOR CISCO DX80 X M FURNISH AND INSTALL POWER&CONDUIT/PULL STRING FOR DATA IP-1 IPAD APPLE IPAD AIR WI-FI 16GB-SILVER+CELLULAR X FURNISH AND INSTALL POWER FOR VERIZON 70346 CAPITAL ONE LAUNCHPORT SYSTEM INCLUDES CUSTOM LAUNCHPORT BASE STATION WITH POWER ROUTED IPORT THROUGH IP-2 IPAD BASE&SLEEVE MIKE SONNTAG THE BOTTOM, LAUNCHPORT WHITE X FURNISH AND INSTALL POWER 949-510-4475 SLEEVE FOR IPAD AIR WITH SECURITY SCREW AND KEY,14'CUSTOM CABLE TO EXTEND POWER IN-LINE,SCOTCH 3M 414DC-SF "EXTREMELY STRONG 30 LB"MOUNTING TAPE,LAUNCHPORT POWER SUPPLY PANTRY CM-1 COFFEE MAKER X PROVIDE 110V DUPLEX OUTLET AND%"WATERLINE,12"AFF MW-1 MICROWAVE PANASONIC NN-H765WF X RF-1 REFRIGERATOR SUMMIT FF1118W X COPY ROOM CP-1 COPIER, MULTIFUNCTION PRINTER RICOH MP 402SPF-407229 X CP-2 COPIER, MULTIFUNCTION PRINTER RICOH MID402SPF-407230 X SH-1 PAPER SHREDDER TBD TBD X FURNISH AND INSTALL POWER INFORMATION TECHNOLOGY IT-1 CAPITAL ONE IT RACK X PH-1 PHONE CISCO 7962G X DO NOT FURNISH OR INSTALL POWER/DATA; PHONE IS FOR AESTHETIC PURPOSES ONLY M-1 MUSIC AMPLIFIER TOA ELECTRONICS BG 220/235 X GC TO FURNISH AND INSTALL POWER 1 ISSUED FOR PERMIT AND BID 02/01/17 NF M-2 MUSIC PLAYER DMX PROFUSION iS X GC TO FURNISH AND INSTALL POWER N0. REVISION DATE BY M-3 VOLUME CONTROL LOWELL MOOD MEDIA C70-315 X M-4 MUSIC EQUIPMENT SHELF LOWELL C10-2917 X M-5 FLUSH MOUNT SPEAKER MOOD SYSTEMS XDA521T X GC TO FURNISH AND INSTALL POWER 1 7 F0--­,,a \rch'1tecture IL-1 INDUCTION LOOP SYSTEM X G.C.TO COORDINATE WITH OWNER'S REPRESENTATIVE FOR SPECIFICATION AND LOCATIONS. WS-1 SHADE SYSTEM,COLOR MERCHOSADE HAND OPERATED BELOW 12'AFF(WS-1.) THERMOVEIL 1300 TPG ARCHITECTURE, LLP SERIES SILVER BIRCH 1319-5%TRANSPARENCY 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 700[7,8,9]-A-STEEL-VAW FINAL LOCATION AND NUMBERTO BE VERIFIED BY FIRE 631.647.7300 1 TPGARCHITECTURE.COM FE 1 FIRE EXTINGUISHER CABINET POTTER ROEMER FIRE PRO PAINT TO MATCH PT-01 X MARSHALL FE-2 FIRE EXTINGUISHER X FINAL LOCATION AND NUMBERTO BE VERIFIED BY FIRE IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN MARSHALL AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE E-24 VIDEO MONITOR SAMSUNG UD46D-P-UD-D X BEHIND TELLER POD LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING EQUIPMENT LEGEND 0 0 0- _ a 0 CC) o � N CV SEAL DATE C:, 10/03/2016 Y N N �PF_p Arc PROJECT No. 3516014-00 �Q�cs�9 MpITHEkV 'S/ SCALE1/4"=1'-0" n DWG NO. cn = 9���1ea2a yoQ A-302 . 00 CD Y C? sm FN 2 -0 Lo cn m CAD FILE N0, PAGE E6 U) MATTITUCK-A-302.DWG #of# C.7 J ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE FINISH LEGEND I.T. ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM OFFICE 01-105 01-106 01107 01-108 01109 01-110 01111 01-112 INDICATES EXISTING CONSTRUCTION 0 INDICATES NEW PARTITION INDICATES NEW GLASS PARTITION CLIENT' --------------------------------- THRESHOLD TYPE.SEE DETAILS ON w I THIS SHEET I I I I I I X WALL FINISH,REFER TO A-402 FOR L;,'Engineefing D.P.C./we engineer success SPECIFICATION 116 West 32nd Street,12th Floor,New York,N.Y.10001 I P 212.643.9055 F 212.643.0503 www.mgedpc.net - I -i-I- -I-I-i-I- -I=1= i WALL BASE FINISH,REFER TOA 402 ' - E F01 �%! li�i�i�i�i�i�ii�i� ' e 4lEPENCINEEI� O E O I FOR SPECIFICATION PT_01 - ; FLOOR FINISH, REFER TOA402FOR PT 10 PT 10 -I-I -I-I-I-I-I- -I-I-I-I- RB-01 i SPECIFICATION - TL-04 TL-03 TL-03 TL-04 -I-I I-I-I- - -I-I-I-I-I-I- I TL-03 TL-03 I- -I-I-I-I-I-I- -I- -!-I-i VCT1 TL-03 TL-03 MILLWORK FINISH,REFER TOA 402 FOR - I- - I- -I-I-I-I-I- -I-I-I I SPECIFICATION -I-I -I-I-I-I-I-I-I-I-I-I- -I-I-I- -I-I- -I-I-i-I-I-I I STAR POINT FOR TILENCT. 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REVISION DATE BY I III�I I�III�III�I�III;�I�I�I� -I-I-I-1-I-I-I-I-I-I-i I- I-I- -I- -I-I-I-I-I-I-I-I-I-I-I I -I-I- -I I-I-I-I-I- --I-I-I-I I-I-I-I-I-I- -I-I-I-I-I-I-I-i-I-I I 05 -!-I-!-I-I-I-!-I-I-I-I-i-i-I-I !- I FINISH KEYNOTES ,..� • Fo­ -I- - -!-!- -!-!-I- -i-i-r I-!-I-!-I-!- - -I-!-I-I- -I-I-I-! -I-I-I -i-!-!-I-I-I-I-I-I-I- -!-I-I-I-I-I-I-I-I-I-I I- -I-Ia i e -I-i-I-I-I-I-I-I-I-I- G.C.TO COORDINATE TRANSITION FROM TILE TO CARPET @BASE OF TELLER POD, -I-I-!-I-I-I-I-I- -I-I-I-I-I T -I- -!-I-i-I-I-I-I-i- -I-I-i-I I- I i I-I-i-i-I- -I-I-I-I-I-I-i-I- REFER TO A-101 FOR LOCATION. I- I - -I-1- -1-I-1- -I-I-I-I-I-I -I- -I-I- -I- -I-I-I- -I I- -I- -I-I- -I-I-1-I-I- -I-I- -1 I i-I- -I-I-I-1-IT -I-I- -I-I- I-I-I- -I-I-i-I- -I-I- -I -I-I-I-i- -I-I-I-I-I-I-I-I- -I I- i 02 OWNER'S REPRESENTATIVE TO CONFIRM BRANDING GRAPHIC PROVIDED BY OTHERS. I-I-I- -!-I- -I-!-I-I-I-! -I-!-I-I-I-I-I- -i-I-I-I-I-I-I !- i TPG ARCHITECTURE LLP SEALED CONCRETE FLOOR I I-I-I-I-I-I-I-I-I-I-I-I-I -I-I-i-I-I-I-i-I-I-I- -i-I-I-I I- I I —I-I-I-I- -I-1- -I-I-I-I I-I- - - -I-i-I-I- -I-I- -i-I- -I I 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 I I I I j - FURNISH AND INSTALL 5'-0"H.FRP WAINSCOT PANEL(FRP-1)IN JANITOR CLOSET. 631.547.7300 1 TPGARCHITECTURE.COM I-I-I-I-I-I- I-I-I-I -I-I-I-I-I-I I-I-I-I-I-I-I -I vu I' WM-02 -I-I-I-I-I-I CPT-04 !-I-I I-!-I-i-I-I- CPT.44 I-I-I-I-I-i-i-I i FURNISH AND INSTALL HOSEBIB AND FULL HEIGHT FRP PANEL(FRP-1.) FURNISH AND -I-I-I-I-I- INSTALL ALL APPROPRIATE,COLOR MATCHING,VINYL TRIM PIECES AT WAINSCOT TIT-I-I- -I- -I-I-I-I- -- -I-I- -i-I-i-I I RB STATION PERIMETER AND JOINTS. SEAL ALONG BOTTOM OF FRP PANEL AND MOP SINK. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN _ PT-01 -I- -I-I-I-I PT-01 I-I-i-1- I- -I- -I-I- PT-01 - -I-I- -I-I- i 01-119 AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT I I-I-I- -I-I- -I-I-I - - - B 1 RB-01 �I�I-I�I�I�II B-01 I�I�I�II !�!�!�!�!�!� RB 01 �!�!�! ! ! �- I 05 START POINT FOR TILE PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE -I-I-I-I-I-I-I- -I- -I-I-I-I-I-I- -I-I-i -I- -I-I-I-I-I-I-I-I- -I-i-I-I I LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND WINDOW FILM APPLIED TO BREAK ROOM WINDOW, REFER TO A-402 FOR SPECIFICATION, COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED I -I- I- - -I-I-I-I-I-I-I I-i-I- -I-I- -I-I- -i-I-I-I-I- i BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. - I-I-I-I-I-I-I L----------------------------------------------------- - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - I PROJECT CAPITAL ONE I I -------------------------- --------------- I - MATTITUCK, NY 11700 MAIN ROAD N I ., MATTITUCK, NY 11952 I �-------------r I a i i i i DRAWING I I ' I ,, I FINISH PLAN co . . 0 ----------CD �----- --� tl N -I- 0 Q O � N C:) ROOM VATM TI ATM PRIVATE 10/03/2016 VESTIBULE OFFICE SEAL DATE N 01 102 01-101 01-120 PROJECT No. 3516014-00 Q ED AR W �Qy� 1/411=1 -0 �g� MATTHEW i� SCALE _ DWG NO. _ _ — - � �4 vG -a U) �F 0 1B424 A-401 . 00 � a � OF NEN Mm CAD FILE NO. F G7 J MATTITUCK-A-401.DWG FINISH SPECIFICATIONS CODE MA ERIAL TYPE/STYLE/COLOR MANUFACTURER/REP REMARKS TY FLOORING CPT-01A CARPET INTERFACE TO BE USED 30%Of OVERALL TOTAL OF CPT 01. MIX poCOLOR:102906 PACIFIC STACY MURPHY 202.255.0125 OF B601 (30%,)8602(ONE ROW,)AND 8603 BACKING: GLASBAC STACY.MURPHY@INTERFACE.COM SIZE: 50CM X 50CM STANDARD (REMAINING%)ALWAYS USE WITH CPT-04 IN THE a INSTALLATION: PATTERN BY TILE OFFICES AND RB STATIONS. CPT-01B CARPETPATTERN:NET EFFECT INTERFACE TO BE USED AS A TRANSITION TILE BETWEEN CPT-01A AND COLOR:102914 PACIFIC STACY MURPHY 202.255.0125 CPT-01 C,USING ONE ROW OF CPT-01 B. MIX OF B601 (30%,) BACKING: GLASBAC STACY.MURPHY@INTERFACE.COM 8602(ONE ROW,)AND B603(REMAINING%) WHEN SIZE: 50CM X 50CM INSTALLING,ENSURE THAT THE HIGHEST PILE OF B602 CLIENT: INSTALLATION: PATTERN BY TILE TOUCHES 8601 AND THE LOWEST PILE OF 8602 TOUCHES 8603. ALWAYS USE WITH CPT-04 IN THE OFFICES AND RB STATIONS. CPT-01C CARPET PATTERN:NET EFFECT INTERFACE TO BE USED REMAINING AMOUNT OF TOTAL OF CPT-01 PRODUCT:126680250H STACY MURPHY 202.255.0125 AFTER B601 AND 8602. MIX OF B601 (30%,)B602 COLORS:102906 PACIFIC STACY.MURPHY@INTERFACE.COM (ONE ROW,)AND 8603(REMAINING%)ALWAYS USE SIZE: 24"X 24"STANDARD WITH CPT-04 IN THE OFFICES AND RB STATIONS. Engineering D.P.C./we engineer success ITEM:HARMONIZE#13872OAK00 INTERFACE 116 West 32nd Street,12th Floor,New York,N.Y.10001 CPT-04 CARPET COLOR:COBALT 104039 STACY MURPHY 202.255.0125 P 212.643.9055 F 212.643.0503 www.mgedpc.net INSTALLATION:ASHLAR STACY.MURPHY@INTERFACE.COM SIZE:25CM X 1 M VEP ENGINEER RF-01 RESILIENT ITEM:SOLITUDE#0648V SHAW HARD SURFACE INSTALLATION: GLUE DOWN FLOORING COLOR: FRENCH GREY#48599 MELINDA MCLAUGHLIN 301.529.2926 WEAR LAYER THICKNESS:0.5 MM MELINDAMCLAUGHLIN@SHAWINC.COM FINISH: EXOGUARD TM QUARTZ-ENHANCED URETHANE SIZE: 6"X 48" VINYL STANDARD EXCELON 51861 SOFT WARM GREY POLISH WITH 2 COATS OF HIGH QUALITY VCT-01 COMPOSITE SEAL WITH HIGH QUALITY STAIN RESISTANT SEALER MICHAEL MATSEN 425.409.4875 COMMERCIAL FLOOR POLISH(SUCH AS TILE (SUCH AS S-495 COMMERCIAL FLOOR SEALER)PER MCMATSEN@ARMSTRONG.COM S-480 COMMERCIAL FLOOR POLISH)PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS. W111-01 A WALK OFF RONICK MATTING SYSTEMS 877.242.8821 ITEM:BASEGRILL ENTRANCE FOOTGRILL RONICK@RONICK.COM DEPTH:Y",9/8",ORY"WIRE SPACING:Y16"ON CENTER; HIDDEN OR LOCKED DOWN METHOD AVAILABLE IN%s'DEPTH,TO BE RETROFITTED INTO EXISTING WM-01 B WALK OFF MODEL: PEDIMAT M1 ENTRANCE MAT;NO FRAME CONSTRUCTION SPECIALTIES FLOORING OR SURFACE MOUNTED WITH HEAVY DUTY WWW.C-SGROUP.COM ADHESIVES,INSERT STYLE;HEAVY DUTY CARPET(M1 HC) INSERT COLOR:9322 SLATE SHAW/STEPPIN OUT-WELCOME 11 MELINDA MCLAUGHLIN 301.529.2926 WM-02 WALK OFF STYLE:#60745 MELINDA.MCLAUGHLIN@SHAWINC.COM COLOR"STERLING 31557 METAL POWDER-COATING MT-01 METAL COLOR: TO MATCH PT-04 G.C.TO SOURCE FINISH: MATTE;SMOOTH MILLWORK PL-01 P-LAM 5488-NT SMOKY BROWN PEAR FORMICA,CAROLINA RUF 513.384.9765 FINISH: NATURELLE/ABSOLUTE MATTE FINISH(AN)58 CAROLINA,RUF@FORMICA.COM PL-02 P-LAM COLORCORE 2-#949C-58 FORMICA,CAROLINA RUF 513.384.9765 FINISH: MATTE CAROLINA,RUF@FORMICA.COM PL-03 P-LAM COLORCORE 2 SOLID#961 C-58 FORMICA,CAROLINA RUF 513.384.9765 COLOR: FOG CAROLINA,RUF@FORMICA.COM FINISH: MATTE PL-04 P-LAM ITEM: NM56S-3016-SD NEVAMAR COLOR: REGIMENTAL BLUE(THRUCOLOR)TEXTURED TANA VERBOUWENS 360.710.3787 SUEDE FINISH(SD) TANA VERBOUWENS@PANOLAM.COM PL-05 P-LAM NEVAMAR ITEM: WM8258T COLOR: BEIGE RENAISSANCE TANA VERBOUWENS 360.710.3787 TANA VERBOUWENS@PANOLAM.COM SOLID MS INTERNATIONAL INC.ARCTIC WHITE;THICKNESS:2 ANITA ROBERTS 206.225.8630 QS-01 SURFACE CW.75";FINISH:POLISHED;EDGE:MITER ANITA.ROBERTS@MSISTONE.COM Ys"EASED EDGE WD-01 WOOD WHITE OAK VENEER DAN WHITTELSEY 513.874.4400 THE CONTROL SAMPLE WAS ACHIEVED THROUGH VENEER FLITCH: #31502 RANDOM MATCH;NO SUBSTITUTIONS DWHITTELSEY@MBVENEER.COM THE FOLLOWING STEPS: MIX ALL INGREDIENTS OF THE STAIN FORMULA TO G.C.TO SUBMIT SAMPLE FOR ARCHITECT APPROVAL PRODUCE ONE QUART OF STAIN.AMOUNTS CAN BE FINISH: CUSTOM TO MATCH CONTROL SAMPLE INCREASED PROPORTIONATELY TO MAKE A HALF GALLON OR GALLON IF DESIRED. THE CONTROL SAMPLE WAS ACHIEVED THROUGH THE -ALL VENEER AND HARD WOOD SHOULD BE FOLLOWING STAIN FORMULA: THOROUGHLY SANDED WITH A QUALITY BRAND(3M) 3/4 QUART ML CAMPBELL WS2-B10 STAIN BASE 150 GRIT SAND PAPER. 4 OZ.VARATHANE"SUNBLEACH"STAIN -APPLY STAIN WITH A CLEAN COTTON RAG BEING 2 OZ.MINWAX"GOLDEN OAK"STAIN CAREFUL NOT TO LET THE STAIN SIT FOR TOO LONG. 2 TBS.ML CAMPBELL"TITANIUM WHITE"IC810 STAIN -AFTER THE STAIN HAS DRIED PER MANUFACTURES 1 TBS.ML CAMPBELL"MEDIUM YELLOWIC803 STAIN RECOMMENDATION,APPLY A SEALER COAT OF ML CAMBELL KRYSTAL. -ONCE THE SEALER COAT HAS DRIED,SAND ENTIRE FINISH WITH 320 GRIT SANDPAPER.USE A CLEAN TACK CLOTH OR COMPRESSED AIR TO THEN CLEAN THE SURFACE AND REMOVE THE DUST. -APPLY 2 COATS OF ML CAMBELL KRYSTAL SATIN FOR THE FINISH COATING. WALLSIDOORSJTRIM BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-01 PAINT DECORATORS WHITE PM-03/EGGSHELL FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-02 PAINT DECORATORS WHITE PM-03/MATTE FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-03 PAINT DECORATORS WHITE PM-03/SEMI-GLOSS FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF 2063-20 DOWN POUR BLUE BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-04 PAINT AURA EGGSHELL FINISH 524 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR NO. REVISION DATE BY RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. 2063-20 DOWN POUR BLUE BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-05 PAINT MATTE FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR \rch'tectu RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. --� CAPITAL ONE RED CUSTOM COLOR TO MATCH BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND �� I PT-06 PAINT ppNTONE 1807C AURA EGGSHELL FINISH 524 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR RODGER.LIPPMANnBENJAMINMOORE.COM CLIENT APPROVAL. COVENTRY GRAY HC-169 BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-07 PAINT EGGSHELL FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. COVENTRY GRAY HC-169 BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-08 PAINT 848.702,0239 LOCATIONS, G.C.TO SOURCE AND SUBMIT SAMPLE FOR TPG ARCHITECTURE, LLP MATTE FINISH RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 PT-10 PAINT DECORATORS WHITE PM-03/EPDXY FINISH 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR 631.547.7300 1 TPGARCHITECTURE.COM RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. BLACK HORIZON 2132-30 BENJAMIN MOORE/RODGER B.LIPPMAN/ SEE R.G.DRAWINGS FOR EXACT DIMENSIONS AND PT-11 PAINT 848.702.0239 LOCATIONS. G.C.TO SOURCE AND SUBMIT SAMPLE FOR IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN FLAT FINISH RODGER.LIPPMAN@BENJAMINMOORE.COM CLIENT APPROVAL. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT SPECIALTIES PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE FRP 01 FRP PANEL FIBER REINFORCED PANEL P145SILVER,4xB' MARLITE DAVID D.RUPPLE 330.260.7608 LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND DRUPPLE@MARLtTE.COM COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, NS-01 NON-SKID NS4400COARSE ANTI-SLIPSAFETY TAPE,BLACK NO SKIDDING 416.667.1788 181,WIDE MATERIAL.INSTALL WITHOUT SEAMS. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, WF-01 FILM FASARA 10-0709-0250-0 LUCE 3M COMMERCIAL GRAPHICS OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED TEXTILES BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TX-01 TEXTILE 102 KIRSCHE(RED);CONTENT 100%MERINO WOOL; FILZFELT/DIANE LUND/617.391.6230 THICKNESS:3MM;BACKING:NONE DLUND@SPINNEYBECK,COM PROJECT TX-02 TEXTILE ITEM: LEDGER 463770,WIDTH:54" MAHARAM,VICKI ZUBER 415.276.8579 COLOR: EXPANSE 042 VZUBER@MAHARAM.COM CAPITAL ONE TX-03 TEXTILE ITEM: CENTURY,WIDTH:140CM CAMIRA,PENNY MCLAIN COLOR: ROMANSJC03 PENNY@MCLAINGROUPREPS.COM MATTITUCK NY TX-04 TEXTILE ITEM: GROSS STITCH 3451 BERNHARDT,JANICE M ELDREDGE COLOR: INK 944 704.578.5285 ti ITEM: SABRINA JAN!CEELDREDGE@BERNHARDT.COM 11700 MAIN ROAD TX-05 TEXTILE COLOR: SA 2010 RHUBARB SPINNEYBECK/DIANE LUND/617,391,6230 MATTITUCK, NY 11952 FINISH: MEDIUM DLUND@SPINNEYBECK.COM HIDE SIZE: 50"-55"FT SQ N DRAWING TILE U_ COLLECTION: VOGUE FINISH PLAN LEGEND a; TL-01 TILE COLOR: TORTORA VOGANI/PACO MONTILLA 310.503.9602 SIZE: 8"X48" PACO@VOGANI.COM o GROUT: #185 NEW TAUPE _o ITEM: LARGO LR94,COLOR: WHITE,SIZE:3"X 6"N DALTILE/MARSHA MCCAULEY 513.759.9325 TL-02 TILE GROUT:CUSTOM BUILDING PRODUCTS#115 PLATINUM o GROUT SIZE:1/8" MARSHA.MCCAULEY@DALTILE.COM o PRODUCT: FORMULA COLORBODY PORCELAIN;TRUE GROUT: CUSTOM GROUT SOLUTIONS v EDGE,COLOR: AXIOM SILVER FM94,FINISH: DALTILE/MARSHA MCCAULEY 513.759.9325 COLOR: #335 WINTER GRAY SEAL DATE Q o TL-03 TILE 10/03/2016 Y N UNPOLISHED,SIZE: 12"X 24"X%s'THICK MARSHA.MCCAULEY@DALTILE.COM GROUT SIZE: Y" U a COVE BASE AVAILABLE#S-36C9T,SIZE: 6"X12" 3516014-00 PROJECT N PENNY TILE RR1111PWSWATCH/RR11 COBALT CIRCLE BRED ARS, 0. Q7 SIZE:PENNY ROUND MOSAIC,12"X 12" DALTILE/MARSHA MCCAULEY 513.759.9325 C,� pT THE // o TL-04 TILE GROUT:CUSTOM GROUT SOLUTIONS#165 DELOREAN MARSHA.MCCAULEY@DALTILE.COM �� ��GM �S> �` SCALE 114"=1 F::: m GRAY/GROUT SIZE:1/8" HCl LOQ �9G�X7 _ T_ WALL BASE DWG NO. RB-01 WALL BASE RUBBER BASE/PEWTER P178 KOPPE CORPORATION,USA SIZE:4"H X 1/8"TH X COIL 0 800.537.9527 (P y So Y SALES@ROPPE.COM 01842A oQ A-402 . 00 d C? �' "��� y WB-01 WALL BASE WOOD BASE/ TO MATCH PAINT OF WALL CONTACT FOR PAINT: RODGER B.LIPPMAN 4"HIGH,SEMI GLOSS FINISH FOR PAINT OF NEIN E m 848.702.0239 `Dami RODGER.LIPPMAN@BENJAMINMOORE.COM C')i CAD FILE N0. PAGE ' 6 WB-02 WALL BASE WOOD BASE/PAINTED TO MATCH WD-01 TYPICAL AT WALL BASE ON WOOD WALLS 7N MATTITUCK-A-402,DWG #of# 0 J ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE FURNITURE L E G E N D I.T.ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM OFFICE1-1 01105 01-106 01-107 01108 01109 010 01111 01-112 INDICATES EXISTING CONSTRUCTION INDICATES NEW PARTITION � 0 Mm' � ✓ L1U INDICATES NEW GLASS PARTITION XX-X FURNITURE AND CASEWORK IDENTIFICATION CLIENT: 0 . -- --. NOTE: REFER TO SHEET A-502/503 FOR ALL FURNITURE SPECIFICATIONS. F NOTE: REFER TO SHEET A-503 FOR ALL CASEWORK SPECIFICATIONS. I • I E--- -------------------- _ r - -- -- - - -�;- �fl�' _ -- ------- - - - -�.r . -------------------- ---- I - I �En ineeiin D.P.C./weengineersuccess I I 9 9 I 116 West 32nd Street,12th Floor,New York,N.Y.10001 ------------ P212.643.9055 F212.643.0503 www.mgedpc.net IRPZ ASSEMBLY w / / CHR 3B MEP ENt�EP- r 1 I O1 ENLARGED FURNITURE PLAN SCALE: 3/8"=l'-O" ------------- ~.. 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REVISION I i i I CHR-3A I I r ----------- L ------ --- \rchl'tecture----------L � � ;; I CHR-8 I 1 I i i r ------------- --J I _...� BTC 1 CHR 8 I I CHR-8 CHR-8 CRZ-1 D D TPG ARCHITECTURE, LLP I r-------I I I 1 r------------ ; ; i 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 ------ _--__ I 631.547.7300 1 TPGARCHITECTURE.COM I I � � I `.' ..." WINCOR i 1 WINCOR C2560 1 1 1 C4580 CHR 3A i RB STATION IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ' - J ; D CHR 8 i 01 119 AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS LIABILITIES, LOSSES, DAMAGES, AND I , --------,, CHR-3B; y I r------ CRZ-2 I COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, CHR 8 i OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, I "", CNT-1 CHR-3B I OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED I CRZ 1 I BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. --- ----------- ' PROJECT I I I I I I ' I I CAPITAL ONE MATTITUCK NY = I I , � 11700 MAIN ROAD n I I I ": I MATTITUCK, NY 11952 I-------------- I I N -7 ' I I I I DRAWING FURNITURE AND CASEWORK PLAN I 0 C.� c D � N L ATM 24 HR ATM PRIVATE Y N ROOM VESTIBULE OFFICE 01 102 01-101 01 120 SEAL DATE 10/03/2016 < ccPROJECT No. 3516014.00 o �RE�A,qc MAITHEWs h��� SCALE 1/4"=1 -O�� �.. 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PAGE J MATTITUCK-A-501.DWG #of# FURNITURE SCHEDULE TYPE DESCRIPTION LOCATION MFG MODEL UPHOLSTERY CONTACT TYPE DESCRIPTION LOCATION MFG MODEL UPHOLSTERY CONTACT TYPE DESCRIPTION LOCATION MFG MODEL UPHOLSTERY CONTACT � Q �n_ MARK MARK MARK gmVP0 0 o + SEATING o ITEM; DUET CHAIR NAME:GAMUT 3468 IVOOKAND Item Name: RAGLAN SF2066 SEAT OVERALL:25"W x 24"D x 321/2"-35"H UPHOLSTERY: BERNHARDT Bernhardt UPHOLSTERY:COM- ANDREUWORLD CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT CONFERENCEBASE/FRAME: 576-POLISHED CAST LEATHER, FUNDAMENTAL Contact;Janice M Eldredge DESIGNTEX NAME: GAMUT CONTACT: LUISA EVANS SF-7A DESIGNTEX FINISH; STAIN REPELLENT COLOR: NAVY 407 202.744,4536 CHR-1 CHAIR CONFERENCE BERNHARDT ALUMINUM NEW UPHOLSTERY COLOR: P: 704 578-5285 Description:2-SEATER SOFA WITH UPHOLSTERY DOOM UPHOLSTERED SEAT 3468 COLOR: NAVY 407 E: luisa@LKADC,com ABRASION; 100;000 WYZENBEEK kschmitt@designtex,com CLIENT: UPHOLSTERY: BERNHARDT LEATHER, TOMATO 3105-666 JaniceEldredge@Bernhardt.com SF-2 ANDREUWORL Material/Finish. MATTE WHITE LEGS LOUNGE WAITING AREA CONTENT: 100%RECYCLED T: 301.801.9917 cell BACKING;ACRYLIC COLOR TOMATO SEATING NEAR SERVICE BAR DIM:28.25"H x 63"W POLYESTER FINISH: STAIN DESIGNTEX � COM: MAHARAM DUGRAF ASSOCIATES Seat Height: 17" REPELLENT WIDTH;54" CONTACT:KARYN SCHMIDT + ITEM NAME:JUXTA 46613 , ABRASION: 100000 T:202.744.4536 ITEM: MESSENGER 458640 CONTACT: ESTHER DUGRAFF PIPING: VALENCIA GRADE 1 VINYL IN WHITE UPHOLSTERY:COM- ANDREUWORLD At- LOW BACK,ARMLESS,BAR STOOL WITH COLOR:025 MAO WIDTH:54" T:206.281.9366 WYZENBEEK E:kschmitt@designtex.com ITEM: RAGLAN SF2072 LEFT SIDE DESIGNTEX CONTACT: LUISA EVANS c RING,4-LEGS CHR-2 TASK STOOL TELLER DESK KEILHAUER CASTERS: R-REGULAR(STANDARD) CONTENT; 78%PL RECYCLED E: esther@dugraf.com 3-seater sofa with upholstered seat and backrest NAME: GAMUT 3468 COLOR: E: luisa@LKADC.com Engineering D.P.C./we engineer success LAST R S: FINISH: PA00 POLISHED POLYESTER MAHARAM and 4-legged aluminum injected base. NAVY 407 CONTENT: 100% T; 301.801,9917 cell 116 West 32nd Street,12th Floor,New York,N.Y.10001 FINISH: PFOA-Free STAIN CONTACT: VICKI ZUBER SF-8 LOUNGE WAITING AREA ANDREUWORL Material/Finish: MATTE WHITE LEGS RECYCLED POLYESTER P 212.643.9055 F 212.643.0503 www.mgedpc.net ALUMINUM NAME:GAMUT 3468 SEATING NEAR SERVICE BAR RESISTANT ABRASION: 100,000 T:415-276-8579 DIM; 28.25"H x 63"W x 29,5"D FINISH: STAIN REPELLENT DESIGNTEX UPHOLSTERY: COM-MAHRAM DOUBLE RUBS E:vzuber@maharam.com SEAT CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT Seat height: 17" WIDTH:54" CONTACT: KARYN SCHMIDT IEP ENGINXER: SF-2A DESIGNTEX FINISH; STAIN REPELLENT COLOR:NAVY 407 202.744.4536 UPHOLSTERY PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 MESSENGER 458640 MAHARAM ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com WYZENBEEK E:kschmitt@designtex.com SEAT CONTACT: VICKI ZUBER BACKING:ACRYLIC CHR-2A UPHOLSTERY MAHARAM CONTENT:78%PL RECYCLED ABRASION:100,000 DOUBLE RUBS T:415-276-8579 NAME:GAMUT 3468 BACK:FLEX NET PEBBLE GRAY E:vzuber@maharam.com SEAT CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT BASE: LIGHT PLASTIC UPHOLSTERY:COM- ANDREUWORLD SF-8A UPHOLSTERY DESIGNTEX FINISH: STAIN REPELLENT COLOR: NAVY 407 202.744.4536 SEAT:SEE CHR-3A,CHR-3B Karen Nape Item Name: RAGLAN SF2067 DESIGNTEX CONTACT: LUISA EVANS ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com CHR-3 TASK CHAIR GENERAL KNOLL GRADE B: K345/6 CHROMA, 7::215.988.2145 GENERATION CHAIR Description:3-SEATER SOFA WITH NAME: GAMUT 3468 COLOR: E: luisa@LKADC.com BACKING;ACRYLIC 111 HP2SXHC,LT,03,USF UPHOLSTERED SEAT NAVY 407 CONTENT:100% T: 301.801.9917 cell CHERRY E:knape@knoll.com LOUNGE WAITING AREA ITEM:CODE Freestanding Privacy Lounge COM: MAHARAM SF-3 ANDREUWORL Material/Finish; MATTE WHITE LEGS RECYCLED POLYESTER GRADE B: K345/11 CHROMA, SEATING NEAR SERVICE BAR MODEL#: 2130 NAME: MESSENGER 458640 BERNHARDT NAVY DIM:28.25"H x 76.75"W FINISH: STAIN REPELLENT DESIGNTEX Seat Height: 17" WIDTH:54" CONTACT:KARYN SCHMIDT Angled wall; Fully upholstered,single seat with COLOR: DEPTH 038 Contact:Janice M Eldredge CHROMA K3456 Karen Nape attached privacy walls on 1.5"plinth base with CONTENT:78%PL RECYCLED P: 704 578-5285 SEAT KNOLL COLOR:CHERRY 6 PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 CHR-3A CONTENT: 100%NYLON 7::215,988.2145 LOUNGE WAITING AREA four adjustable non-marring glides. Polished POLYESTER JaniceEldredge@Bernhardt,com UPHOLSTERY TEXTILES ABRASION: 100,000 DOUBLE RUBS GRADED IN FOR CHR-3 E:knape@knoll.com WYZENBEEK E:kschmitt@designtex.com SF-9 SEATING NEAR SERVICE BAR BERNHARDT cast aluminum feet on privacy wall. Standard WITH:54" MAHARAM SEAT KNOLLCHROMA K345 COLOR:NAVY 11 Karen Nape with welt around wall perimeter FINISH: PFOA-Free STAIN CONTACT: VICKI ZUBER CHR-3B CONTENT: 100%NYLON T: :215.988.2145 DIM: 42"W x 31"D x 52.75"H RESISTANT T;415-276-8579 UPHOLSTERY TEXTILES ABRASION: 100,000 DOUBLE RUBS GRADED IN FOR CHR-3 E:knape@knoll.com NAME:GAMUT 3468 STANDARD SEAT HEIGHT: 16 3/8" SEAT ABRASION: 100,000 DOUBLE E:vzuber@maharam.com GUEST SAARI NEN EXECUTIVE ARM CHAIR KNOLL TEXTILES K448l9 Karen Nape CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT BACK HEIGHT:30" RUBS CHR-4 OFFICE KNOLL T: :215.988.2145 SEAT CHAIR BASE/FINISH: POLISHED CHROME COLOR: LAVA SF-3A DESIGNTEX FINISH: STAIN REPELLENT COLOR: NAVY 407 202.744.4536 NAME: MESSENGER 458640 E:knape@knoll.com UPHOLSTERY VICKI ZUBER ABRASION; 100,000 WYZENBEEK kschmitt@designtex.com SEAT CONTENT;78%PL RECYCLED POLYESTER SEAT KNOLL COLOR: LAVA Karen Nape BACKING:ACRYLIC SF-9A UPHOLSTERY MAHARAM COLOR: DEPTH 038 415-276-8579 FINISH: PFOA-Free STAIN RESISTANT CHR-4A UPHOLSTERY TEXTILES K448/9 GRADE A ON CHR-4(SAARINEN 7: :215,988,2145 ABRASION: 100,000 DOUBLE RUBS vzuber@maharam.com CHAIR) E:knape@knoll.com COM: MAHARAM ITEM:CODE Freestanding Privacy Lounge BACKlBASE: UPHOLSTERY:COM- ANDREUWORLD MODEL#: 2135 NAME:MESSENGER 458640 BERNHARDT GUEST Karen Nape Item Name: RAGLAN SF2068/SF2069 COLOR: DEPTH 038 Contact:Janice M Eldredge SAARINEN EXECUTIVE ARMLESS CHAIR W/ 2516 POLISHED CHROME DESIGNTEX CONTACT: LUISA EVANS Angled wall:Fully upholstered,three-seat with ° CHR-5 CHAIR KIJOLL 7: :215.988,2145 Description:CORNER SOFA WITH CONTENT:78/o PL RECYCLED P: 704 578-5285 NAME: GAMUT 3468 COLOR: E: luisa@LKADC.com attached privacy walls on 1.5"plinth base with TUBE LEGS SEAT: KNOLL TEXTILES UPHOLSTERED SEAT LOUNGE WAITING AREA 2 SEAT POLYESTER JaniceEldredge@Bernhardt.com (OPTION) E:knape@knoll.com NAVY 407 CONTENT:100% T: 301.801.9917 cell SF-10 four adjustable non-marring glides. Standard K448/9 LAVA(GRADE A) LOUNGE WAITING AREA Material/Finish: MATTE WHITE LEGS SEATING NEAR SERVICE BAR BERNHARDT WIDTH:54" MAHARAM SF-4 SEATING NEAR SERVICE BAR ANDREUWORL DIM:28.25"H x 29.5" RECYCLED POLYESTER with welt around wall perimeter FINISH: PFOA-Free STAIN CONTACT: VICKI ZUBER Karen NaSeat Height: 17" FINISH: STAIN REPELLENT DESIGNTEX DIM; 94"W x 31"D x 52.75"H RESISTANT T:415-276-8579 SEAT KI4OLL pe W DTH:54" CONTACT:KARYN SCHMIDT STANDARD SEAT HEIGHT: 16 3/8" SEAT ABRASION: 100 000 DOUBLE E:vzuber@maharam.com CHR-5A K448/9 COLOR:LAVA T: :215.988.2145 PIPING: VALENCIA GRADE 1 VINYL IN WHITE " @ UPHOLSTERY TEXTILES ABRASION: 100,000 T:202.744,4536 BACK HEIGHT:30 RUBS E:knape@knoll.com 'SPECIFY LEFT OR RIGHT WHEN ORDERING W(ZENBEEK E:kschmitt@designtex.com NAME: MESSENGER 458640 ARMLESS BACK/BASE: Karen Nape VICKI ZUBER CHR-6 STACK 13REAKROOM KNOLL GIGI 87C-007 ARMLESS STACKING CHAIR POLISHED CHROME T::215.988.2145SEAT CONTENT:78%PL RECYCLED POLYESTER CHAIR SEAT: RED 007 E:kna aknoll.com SF 10A UPHOLSTERY MAHARAM FINISH: PFOA-Free STAIN RESISTANT COLOR: DEPTH 038 415-27 P @ vzuber@mahmaharam.com NAME:GAMUT 3468 ABRASION: 100,000 DOUBLE RUBS SEAT CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT ITEM:CODE Freestanding Privacy Lounge COM: MAHARAM ITEM:HAPPY HIGHBACK LOUNGE CHAIR BASE: STEEL SLED BASE WITH SF-4A DESIGNTEX FINISH: STAIN REPELLENT COLOR: NAVY 407 202.744,4536 BERNHARDT UPHOLSTERY MODEL#: 2137 Angled wall: Fully NAME: MESSENGER 458640 DIM: 31"W x 29,5"D x 39,25"H POLISHED ALUMINUM CONTACT: TODD JOHNSON ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com Contact:Janice M Eldredge LOUNGE HIGHTOWER upholstered,three-seat with attached privacy COLOR: DEPTH 038 CHR-7 PRIVATE OFFICE SH: 16.5" UPHOLSTERY: MAHARAM MAO, T: 206.267.1597 BACKING:ACRYLIC P; 704 578-5285 CHAIR ACCESS walls on 1.5"plinth base with four adjustable CONTENT:78%PL RECYCLED BASE: STEEL SLED BASE WITH POLISHED GRADED IN,GROUP 4. E:TJOHNSON OBJEKTSLLC.CO LOUNGE WAITING AREA JaniceEldredge@Bernhardt,com @ SF-11 BERNHARDT non-marring glides. Standard with welt around POLYESTER ALUMINUM REQUIRES 4 YDS PER CHAIR SEATING NEAR SERVICE BAR MAHARAM wall perimeter WIDTH:54" CONTACT: VICKI ZUBER DIM: 94"W x 31"D x 52.75"H STANDARD FINISH: PFOA-Free STAIN UPHOLSTERY:COM- ANDREUWORLD T:415-276-8579 SEAT HEIGHT: 16 3/8" SEAT BACK HEIGHT: RESISTANT ABRASION: 100,000 CONTENT: 78%PL RECYLCLED POLYESTER VICKI ZUBER ITEM: RAGLAN SF2070 LEFT SIDE DESIGNTEX CONTACT: LUISA EVANS E:vzuber@maharam.com CHR-7A UPHOLSTERY Nt4HARAM FINISH: PFOA-Free STAIN RESISTANT MESSENGER 458640 415-276-8579 2-seater sofa with upholstered seat and backrest NAME: GAMUT 3468 COLOR: E: luisa@LKADC,com 30" DOUBLE RUBS COLOR:MAO and 4-legged aluminum injected base, NAVY 407 CONTENT:100% T: 301.801.9917 cell NAME: MESSENGER 458640 ABRASION: 100,000 DOUBLE RUBS vzuber@maharam.com LOUNGE WAITING AREA VICKI ZUBER SF-5 SEATING NEAR SERVICE BAR ANDREUWORL Material/Finish: MATTE WHITE LEGS RECYCLED POLYESTER SEAT CONTENT:78%PL RECYCLED POLYESTER DIM:28.25"H x 47.25"W x 29.5"D FINISH: STAIN REPELLENT DESIGNTEX SF-11A MAHARAM COLOR:DEPTH 038 415-276-8579 UPHOLSTERY FINISH: PFOA-Free STAIN RESISTANT maharam.com COM: DESIGNTEX M2L Seat height: 17" WIDTH:54" CONTACT:KARYN SCHMIDT ABRASION: 100,000 DOUBLE RUBS vzuber@maharam.com NAME: GAMUT 3468 CONTACT: NARCISSE GARZAN PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 ITEM: M2 CHAIR-PADDED VISITOR COLOR: CHERRY 304 T: 202.298.8010 WYZENBEEK E:kschmitt@designtex.com GUEST PRIVATE OFFICE& ARMCHAIR, INTERNAL SHELL IS IN WOOD, CONTENT: 100%RECYCLED E: narcisse@m2l.com ITEM: Colours/4832 Ottoman Small UPHOLSTERY: BERNHARDT BERNHARDT CHR-8 M2L ON 4 LEG FRAME POLYESTER W www.m2l.com LOUNGE Description: Non-Connecting Module bench. TEXTILES,FOCUS CRIMSON; Contact:Janice M Eldredge CHAIR RB DESK P 9 g UPHOLSTERY: COM FINISH: STAIN REPELLENT DESIGNTEX SF 12 BERNHARDT SEATING Fully upholstered with saddle stitch detail GRADED IN, PROVIDED BY P: 704 578-5285 FRAME FINISH:CHROME WIDTH:54" CONTACT:KARYN SCHMIDT NAME:GAMUT 3468 ABRASION: 100,000 T:202,744.4536 CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT WYZENBEEK E:kschmitt@designtex,com UPHOLSTERY Dimensions:W:32.875 D:32.875 H: 16.5 BERNHARDT JaniceEldredge@Bernhardt.com SF-5A SEAT DESIGNTEX FINISH: STAIN REPELLENT COLOR:NAVY 407 202.744.4536 ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com ° BACKING:ACRYLIC NAME: FOCUS NUMBER: 3470-060 407 CONTENT: 100/°RECYCLED POLYESTER KARYN SCHMIDT JANICE M ELDREDGE CHR-8A UPHOLSTERY DESIGNTEX FINISH: STAIN REPELLENT ABRASION: GAMUT 3468 COLOR:CHERRY 202.744.4536OTTOMAN BERNHARDT REPEAT:NONE SF-12A COLOR:CRIMSON 704 578-5285 1 ISSUED FOR PERMIT AND BID 02101!17 NF 100,000 BACKING:ACRYLIC ntex.com kschmitt desi UPHOLSTERY TEXTILES CONTENT: 100%WOOL kschmitt@designtex.com ABRASION: 100,000 MARTINDALE JaniceEldredge@Bernhardt.com FRAME:STANDARD CHROME NARCISSE GARZAN UPHOLSTERY:COM- ANDREUWORLD NO. REVISION DATE BY GUEST COUPON/VIEWING Mi M1 CHAIR-PADDED VISIOTR ARMLESS 202.298.8010 ITEM: RAGLAN SF2073 RIGHT SIDE DESIGNTEX CONTACT: LUISA EVANS CHR-9 CHAIR ROOM CHAIR,WOOD SHELL ON 4-LEGGED FRAME UPHOLSTERY:DESIGNTEX narcisse@m2l.com 3-seater sofa with upholstered seat and backrest NAME: GAMUT 3468 COLOR: E: luisa@LKADC.com GAMUT,COLOR CHERRY ,,�„�. LOUNGE WAITING AREA m2l.com and 4-legged aluminum injected base. NAVY 407 CONTENT:100% T: 301.801.9917 cell ■ OTTOMAN htecture 407 CONTENT: 100%RECYCLED POLYESTER wwwSCHMIDT SF 6 ANDREUWORL Material/Finish:MATTE WHITE LEGS RECYCLED POLYESTER NAME: MESSENGER 458640 SEATING NEAR SERVICE BAR UPHOLSTERY VICKI ZUBER CHR-9A UPHOLSTERY DESIGNTEX FINISH: STAIN REPELLENT GAMUT 3468 COLOR:CHERRY 202.744.4536 DIM:28,25"H x 63"W x 29,5"D FINISH: STAIN REPELLENT DESIGNTEX CONTENT:78%PL RECYCLED POLYESTER \rc i ABRASION: 100,000 BACKING:ACRYLIC kschmitt@designtex.com Seat height: 17" WIDTH:54" CONTACT:KARYN SCHMIDT SF-12B (TO USE IF MAHARAM COLOR: DEPTH 038 415-276-8579 FINISH: PFOA-Free STAIN RESISTANT ALISA LANGE PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 OTTOMAN IS vzuber@maharam.com DAVIS CUSTOM BLUE STAIN ON OAK AT PAVILION) ABRASION: 100,000 DOUBLE RUBS CHR-10 BARSTOOL FURNITURE ITEM: #PLC-40-OA PLC BARSTOOL FRAME 703.836.7123 WYZENBEEK E:kschmitt@designtex.com alisa GUEST DAVIS CUSTOM BLUE STAIN ON OAK ALISA LANGEroductsinc.com TPG ARCHITECTURE, LLP CHR-11 CHAIR FURNITURE ITEM: #PLC-10-OA PLC 4-LEG CHAIR FRAME 703.836.7123 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 alisa@designproductsinc.com NAME:GAMUT 3468 631.547.7300 � TPGARCHITECTURE.COM CONTENT: 100%RECYCLED POLYESTER KARYN SCHMIDT UPHOLSTERY:COM- SEAT ITEM:Colours/4831 Ottoman Large UPHOLSTERY: BERNHARDT BERNHARDT ANDREUWORLD SF-6A DESIGNTEX FINISH: STAIN REPELLENT COLOR:NAVY 407 202.744.4536 DESIGNTEX UPHOLSTERY LOUNGE Description: Non-Connecting Module bench. TEXTILES,FOCUS SMOKE; Contact:Janice M Eldredge NAME: GAMUT 3468 CONTACT: LUISA EVANS ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com SF-13 SEATING BERNHARDT Fully upholstered with saddle stitch detail. GRADED IN,PROVIDED BY P; 704 578-5285 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ITEM: RAGLAN BU2065 COLOR: NAVY 407 E: luisa@LKADC.com BACKING;ACRYLIC DIM: W:33.5 D:59.25 H: 16.5 BERNHARDT JaniceEldredge@Bernhardt.com AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT Lounge chair with upholstered seat and backrest CONTENT:100%RECYCLED T: 301.801.9917 cell PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED ATTORNEY'S FEES, ARISING OUT AND LOUNGE WAITING AREA and 4-legged aluminum injected base. POLYESTER FINISH: STAIN SF 1 SEATING NEAR SERVICE BAR ANDREUWORL Material/Finish:MATTE WHITE LEGS DIM: REPELLENT DESIGNTEX OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS USE, MODIFICATION, CONTACT:KARYN SCHMIDT UWORLD 28.25"H x ALEN x 29,5"D Seat height: W ITEMRAGLAN SF271 RUPHOLSTERY:COM- ANDRECONTACTLUISA EVANS WIDTH:54" : 0IGHT SIDE DESIGNTEX : NAME:FOCUS NUMBER:3470-100 PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 JANICE M ELDREDGE OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED WYZENBEEK E;kschmitt@designtex.com 2-seater sofa with upholstered seat and backrest NAME: GAMUT 3468 COLOR: E: luisa@LKADC.com OTTOMAN BERNHARDT REPEAT:NONE BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. and 4-legged aluminum injected bNAVY 407 CONTENT:100% T: 301.801.9917 cell SF 13A COLOR:SMOKE 578 5285 LOUNGE WAITING AREA gg 1 ase. UPHOLSTERY TEXTILES CONTENT: 100%WOOL Jan aniceEldredge@Bernhardt,com SF-7 ANDREUWORL Material/Finish: MATTE WHITE LEGS RECYCLED POLYESTER ABRASION: 100,000 MARTINDALE PROJECT SEATING NEAR SERVICE BAR NAME:GAMUT 3468 DIM:28.25"H x 47.25"W x 29.5"D F1141SH: STAIN REPELLENT DESIGNTEX 54" CONTACT:KARYN SCHMIDT OTTOMAN CAPITAL ONE : CONTENT:100%RECYCLED POLYESTER KARYN SCHMIDT Seat height: 17" WIDTH SEAT PIPING: VALENCIA GRADE 1 VINYL IN WHITE ABRASION: 100,000 T:202.744.4536 SF-1A DESIGNTEX FINISH: STAIN REPELLENT COLOR:NAVY 407 202.744.4536 UPHOLSTERY NAME:MESSENGER 458640 UPHOLSTERY ABRASION: 100,000 WYZENBEEK kschmitt@designtex.com W'(ZENBEEK E:kschmitt@designtex.com (TO USE IF CONTENT:78%PL RECYCLED POLYESTER VICKI ZUBER MATTITUCK NY SF-136 MAHARAM COLOR: DEPTH 038 415-276-8579 � BACKING:ACRYLIC OTTOMAN IS FINISH: PFOA-Free STAIN RESISTANT ti NOT AT ABRASION: 100,000 DOUBLE RUBS vzuber@maharam.com 11700 MAIN ROAD CN PAVILION) MATTITUCK, NY 11952 ti DRAWING U_ FURNITURE LEGEND ai co 0 0 (Dco N co N M � � SEAL DATE 10/03/2016 Y o N �cRED A qC' PROJECT No. 3516014-00 o �cj�\c�ATTN�ys'Si� SCALE r-O UJ LU in 1-011 S . N Uco `U) t a' � N o � 9T�o184zIN �°� A-502 . 00 om !' N CAD FILE NO. PAGE N MATTITUCK-A-502.DWG #of# � c FURNITURE SCHEDULE CASEWORK SCHEDULE TYPE DESCRIPTION LOCATION MFG MODEL UPHOLSTERY CONTACT TYPE DESCRIPTION LOCATION MFG MODEL UPHOLS-ERY CONTACT TYPE DESCRIPTION LOCATION LOCATION OF DETAIL Po MARK MARK SEATING TPD-2 TEAR DROP DRUM-RIGHT HAND PAVILION A-809 RIGHT ANCHOR CREDENZA WITH HINGED Alisa Lange CASE:GRAPHITE PEAR CNR-4 CONNECTOR PIECE-2'-0" PAVILION A-809 Design Products,Inc. DOOR 18,WITH SQUARE EDGE. DOOR ON TLP-1 TELLER POD TELLER A 803&A 804 9 FRONT;BRIGHT WHITE 703.836.7123 FRONT,WITH PULL,WITH LOCK,WITH ITEM: SOFT 2000 p' LAMINATE 1187 alisa desi n roductsinc.com "WATERFALL"LOOK. NO INTERIOR SHELF. @ 9 P TOP/EDGE:GRAPHITE PEAR TLP-2 TELLER POD TELLER A-803&A-804 CLIENT; DIMS:Width 32.25" Depth 28.75" RB STATION KAREN NAPE JEFFREY ROSNER OFFICE PULL STILE: 10"FINGER SF-14 LOUNGE DAVIS Height 29" Seat Height 17.25" CRZ-2 CREDENZA KNOLL INCLUDES 1 LATERAL FILE(42"W BOX/FILE) 215.988.2145 QT-1 QUEUE RAIL TELLER A-802 MESSENGER 458640 T:336,471,3315 CREDENZA A PULL:BRIGHT WHITE(SMOOTH) A CHAIR FURNITURE UPHOLSTERED SEAT,BACK AND SHELL. (RIGHT SIDE) AND 18"W CABINET FOR CPU(WITH PARTIAL KAREN_NAPE@KNOLL.COM E:JRosner@Davis-furniture.com LOCK:CHROMESTATIONARY BASE,SUPPORTED BY FIVE OPEN BACK FOR VENTILATION . WKR-1 WORKROOM CASEWORK WORK ROOM A-810MAHARAM ) LOCK: KEYED ALIKE f POLYAMIDE GLIDES t IL CONTACT: VICKI ZUBER SET OF 2 CORES/KEYS * �_ L T:415-276-8579 QG16709YWC SPECIE LOCK CORE&KEY CNT-1 COUNTER WITH KNEESPACE GENERAL A-810 �`"" PROD#:WC2260018B42LL SEPARA-ELY � ..� E:vzuber@maharam.com CFB-1 COFFEE STATION LOBBY A-805 V.Xngineering D.P.C./we engineer success RED UPH FOR NAME: MESSENGER 458640 116 West 32nd Street,12th Floor,New or ,N.Y.10001 SEATING AREA CONTENT: 78%PL RECYLCLED POLYESTER VICKI ZUBER LEFT ANCHOR CREDENZA WITH HINGED NCH-1 ACCENT WALL WITH NICHE PAVILION A-801 P 212.643.9055 F 212.643.0503 www.mgedpe.net SF-14A UPHOLSTERY MAHARAM COLOR: MAO 025 415-276-8579 DOOR 24 WITH SQUARE EDGE, DOOR ON TOP:GRAPHITE PEAR IEP ENGINEER: OUTSIDE OF FINISH: PFOA-Free STAIN RESISTANT BTC-1 BACK TELLER COUNTER TELLER A-807&A-808 PAVILLION ABRASION: 100,000 DOUBLE RUBS vzuber@maharam.com FRONT,WITH PULL,WITH LOCK,WITH BODY:BRIGHT WHITE LAMINATE NAME:MESSENGER 458640 "WATERFALL"LOOK. NO INTERIOR SHELF, 118T FL-1 RING AROUND FEATURE LIGHT PAVILION A-811 ° VICKI ZUBER TOP/EDGE:GRAPHITE PEAR BLUE UPH FOR CONTENT:78/o PL RECYCLED POLYESTER KAREN NAPE CSR-1 CASH ROOM CASEWORK CASH ROOM A-810 SF-14B UPHOLSTERY MAHARAM COLOR: DEPTH 038 415-276-8579 OFFICE OFFICE CREDENZA 22"H INCLUDES 2 LATERAL FILES(30"W PULL STILE; 10"FINGER 215.988.2145 PAVILLION SEATING FINISH: Free STAIN RESISTANT vzuber@maharam.com CRZ 3 CREDENZA B (LEFT SIDE) BOX/FILE)AND 18"W CABINET FOR CPU PULL:BRIGHT WHITE(SMOOTH) SNK-1 RESTROOM SINK RESTROOM A-811 ABRASIONN:: 11 100,000 DOUBLE RUBS KNOLL (WITH PARTIAL OPEN BACK FOR LOCK:CHROME KAREN_NAPE@KNOLL.COM VENTILATION), LOCK: KEYED ALIKE SNK-2 BREAK ROOM SINK BREAK ROOM A-805 LOUNGE SEATING DUGRAF ASSOCIATES SET OF 3 CORES/KEYS *SPECIFY 2 LOCK CORES& MWC-1 MICROWAVE CABINET BREAK ROOM A-805 AT PAVILLION CAHOOTS 9003 MEET CHAIR ON GLIDES, QG23476YWC KEYS SE'ARATELY CHAIR LOUNGE FULLY UPHOLSTERED SEAT, ESTHER DUGRAFF PROD#:WC2284B30B30024LL SF-15 AND/OR NEAR KEILHAUER STATIONARY BASE,SUPPORTED BY FIVE BACK AND SHELL. 206.281.9366 OTHERSEATING POLYAMIDE GLIDES AREAS esther@dugraf.com CASEWORK HARDWARE SCHEDULE RIGHT ANCHOR CREDENZA WITH HINGED DOOR 24 WITH SQUARE EDGE;DOOR ON TOP;GRAPHITE PEAR RED UPH FOR NAME: MESSENGER 458640 BODY:BRIGHT WHITE LAMINATE SEATING AREA CONTENT: 7$%PL RECYLCLED POLYESTER VICKI ZUBER FRONT,WITH PULL,WITH LOCK,WITH 1187 OWNER KEY DESCRIPTION MANUFACTURER MODEL O GC F/I REMARKS SF-15A UPHOLSTERY MAHARAM COLOR: MAO 025 415-276-8579 "WATERFALL"LOOK. NO INTERIOR SHELF. OUTSIDE OF FINISH: PFOA-Free STAIN RESISTANT TOP/EDGE:GRAPHITE PEAR PAVILLION ABRASION; 1vzuber@maharam.com 00,000 DOUBLE RUBS OFFICE OFFICE CREDENZA v KAREN NAPE CRZ-4 KNOLL INCLUDES 2 LATERAL FILES(30"W BOX/FILE) PULL ST 10"FINGER 215.988.2145 NAME:MESSENGER 458640 CREDENZA B (RIGHT SIDE) PULL: BRIGHT T WHITE(SMOOTH) DOUG MOCKETT& PCS75/USB BLUE UPH FOR CONTENT:78%PL RECYCLED POLYESTER VICKI ZUBER AND 18"W CABINET FOR CPU(WITH LOCK:CHROME KAREN_NAPE@KNOLL.COM USB-1 USB CHARGING COMPANY WHITE X SF-15B UPHOLSTERY PAVILLION SEATING MAHARAM FINISH: PFOA-Free STAIN RESISTANT COLOR: DEPTH 038 415-276-8579 PARTIAL OPEN BACK FOR VENTILATION), LOCK:KEYED ALIKE vzuber@maharam.com SET OF 3 CORES/KEYS ABRASION: 100,000 DOUBLE RUBS QG17834YWC *SPECIFY 2 LOCK CORES& HK-1 PURSE HOOK DOUG MOCKETT & HK-20—PURSE HOOK X TABLE/DESKING PROD#:WC2284024B30B30LL KEYS SE'ARATELY COMPANY FINISH: GLOSSY WHITE ITEM: FLOWER MONO TABLE S9024W CONTACT: TODD JOHNSON COFFEE OFFICE!WAITING HIGHTOWER OVERALL: L 44.9"W 42.1"H 18.1" ITEM: DIVIDENDS PANEL 57"HIGH, DOUG MOCKETT & DP57B TBL-1 T: 206.267.1597 DP-1 DOOR PULL X TABLE AREA ACCESS FINISH; BIRCH EDGE;WHITE LACQUERED TRIANGULAR FRAME, RACEWAY AND COMPANY 4-5/32" STAINLESS STEEL ASH TOP,CHROME BASE E:TJOHNSON@OBJEKTSLLC.CO KNOCKOUTS AT BASE. ITEM: FLOWER MONO TABLE S9025W CONTACT; TODD JOHNSON PRIVACY BASE:613 SILVER PANEL:CLEAR GLASS MELLISSA FISCHETTI DP3A TBL-2 COFFEE OFFICE/WAITING HIGHTOWER OVERALL: L 26"W 24.4"H 18.1" PNL-1 RB STATION KNOLL WITH SOLID COLOR FILMAPPLIED IN T: :212 343-4063 POLISHED CHROME PULL T: 206.267.1597 PANEL DP-2 DOOR PULL DOUG MOCKETT X TABLE AREA ACCESS FINISH: BIRCH EDGE,WHITE LACQUERED FACTORY E: mfischetti@knoll.com FLUSH WITH TOP AND BACK OF ASH TOP,CHROME BASE E:TJOHNSON@OBJEKTSLLC.CO DIMENSIONS: REFER TO ENLARGED PLANS DOOR COFFEE ITEM: POWER CUBE 24"SQUARE Karen Nape ON A600 SERICES.LOCAL DEALER TO MEDIUM BASKETWEAVE BIN GREY TBL-3 WAITING AREA KNOLL DRY-ERASE FINISH ON TOP;SINGLE T::215.988.2145 PROVIDE SHOP DRAWINGS FOR APPROVAL TABLE BIN-1 SHRED BIN CONTAINER STORE X OUTLET E:knape@knoll.com ITEM: DIVIDENDS PANEL 57"HIGH, 15-1/4"X11-1/4"X6-5/8" COFFEETABLE ITEM: POWER CUBE 36"SQUARE Karen Nape TRIANGULAR FRAME, FULL GLASS PANEL TBL-4 WAITING AREA KNOLL DRY-ERASE FINISH ON TOP;SINGLE 7::215.988,2145 RACEWAY. BIN-2 TRASH BIN CONTINENTAL COMMERCIAL 4114GY GREY X OUTLET E:knape@knoll.com BASE:613 SILVER PANEL:CLEAR GLASS PRODUCTS 15-1/4" "X11 X19-7/8" PRIVACY WITH CUSTOM BLUE GRADIENT MELLISSA FISCHETTI ITEM; DIVIDENDS DESK PNL-2 RB STATION KNOLL 7::212 343-4063 25GY, SWINGLINE RECEPTACLES TOP:LAMINATE, BRIGHT WHITE PANEL FILMGRADIANT FILM:PANTONE 2955C, E: mCONTINENTAL COMMERCIAL X mfischetti@knoll.com Karen Nape APPLIED IN FACTORY PRODUCTScom BIN-3 TRASH BIN 25GAL.6-1/2"x16-1/2"x26-7/8"H EDGE:WARM ASH DIMENSIONS: REFER TO ENLARGED PLANS 6-1/2209PNNNYN: MEDECO TBL-5 WORK NOOK KNOLL T::215.988,2145 1 DIM: 42"W X 48"D X 28-1/2"H TABLE E:knape@knoll.com ON A600 SERICES. LOCAL DEALER TO Base Mat'I/Finish: DARK RED ADD GLIDES,X-BASE PROVIDE SHOP DRAWINGS FOR APPROVAL BIAXIAL M3 MEDIUM HOUSING CASH & COIN DRAWERS KEYED ITEM: DIVIDENDS PANEL 57"HIGH, 3209 DIECAST SPRING BOLT, UNIQUELY PER TELLER. ALL OTHER BREAK KAREN NAPE LCK-1 AUTO—LOCK KENSTAN POLISHED NICKEL. NO — KEY X DRAWERS KEYED THE SAME. 3 DIVIDENDS X BASE TABLE BASE:6137 SILVER TRIANGULAR FRAME FULL GLASS PANEL RETAINING, NOKEY DIFFERENT, TBL-6 ROOM BREAK ROOM KNOLL DT1ACX36 TOP:BRIGHT WHITE LAM 215,988.2145 RACEWAY. RTAT KEYS PER TELLER POD. BASE:613 SILVER PANEL:CLEAR GLASS ( , TABLE KAREN_NAPE@KNOLL,COM YES — STAMP LOCK, & NO — ITEM: REVERSE CONFERENCE TABLE MELLISSA FISCHETTI MASTER KEYED. #ME-5090 OVAL/ELLIPTICAL SHAPE TOP PNL-3 PRIVACY RB STATION KNOLL WITH CUSTOM WHITE GRADIENT 7: :212 343-4063 WITH ONE REVERSE 60 BASE. PANEL FILMGRADIANT FILM:PANTONE 2955C, E: mfischetti@knoll.com GMT-1 GROMMET DOUG MOCKETT & EDPCGI. LIGHT GREY (92). X 3" GROMMET. USE AT PL-3 DIM: 78"x 48" ANDREUWORLD APPLIED IN FACTORY COMPANY COUNTERS. COR OFFICE/ DIMENSIONS:REFER TO ENLARGED PLANS CONFERENCE TOP FINISH; WHITE GLASS 6000 CONTACT: LUISA EVANS TBL-7 CONFERE=NCE ANDREUWORLD ON A600 SERICES.LOCAL DEALER TO TABLE ROOM BASE FINISH: RED LACQUER E: luisa@LKADC,com DOUG MOCKETT & SG—SG FLIP—TOP COFFEE STATION,TELLER PODS, PROVIDE SHOP DRAWINGS FOR APPROVAL GMT-2 GROMMET +ADD POWER CAPABILITIES IN ROUND T: 301.801.9917 cell KAREN NAPE COMPANY 1 3/4" X HOLE GROMMET AND WORK AREA. POP-UP SOCKET TOWER PS0694 MA-01 MONITOR RB STATION& KNOLL MODEL: SAPPER XYZ,GROMMET MOUNT 215,988.2145 FINISH:WHITE ARM OFFICES KAREN_NAPE@KNOLL.COM PART #: 2-385-100—P ITEM: NOTE MODERN SIDE TABLE TABLE/DESKING GMT-3 HOLE PLUG WIDGETCO COLOR: WHITE X SERVICE BAR #: HT1-SIDTBL-WH COLOR:WHITE 3/8" DIAMETER PLUG DIM: 16"W x 21.8"H BLUEDOT,COM TBL-8 SIDE TABLE LOUNGE AREA BLU DOT MATERIAL: WHITE POWDER COATED STEEL T: 612.782.1844JACK CRUVER MIDDLE ATLANTIC EMPLOYEE X3N5666SU: T:253.875,6155;253.606.3034 FAN-1 FAN PRODUCTS E: JCRUVER FAN, 95CFM, 4-1/2" X MONITOR WALL *RUBBER FEET BENEATH BASE TO E: service@bludot.com LKR-1 LOCKERS BACK OF HOUSE LYON LOCKERS STANDARD 4-TIER LOCKER, 1 -WIDE UNIT; WHITEWASH PROTECT SURFACES *ASSEMBLY END FINISH PANELS,SINGLE ROOM 1-PACK @REPUBLIC REQUIRED STORAG E.COM FINISH: WHITE SOLID SURFACE TOP LUISA EVANS CALIBRE LATERAL FILE COFFEE C2F6342CZCCCC-118T 1 ISSUED FOR PERMIT AND BID 02/01/17 NF TBL-9 TABLE WAITING AREA ANDREUWORLD ITEM: REVERSE OCCASIONAL 35 #ME-5328 COLOR:GLACIER WHITE E: luisa@LKADC.com 5 HIGH BASE: WHITE LACQUER T: 301.801,9917 cell LATERAL CASHROOM AND Karen Nape RECEEDING DOORS WITH PULLOUT SHELF N0. REVISION DATE BY EDGE: PERFIL LF-1 T: :215,988.2145 CENTER LOCKING E:knape@knoll.com KNOLL FILE FACILITIES 4-12"DRAWERS WITH HANGING RAILS FINISH: WHITE SOLID SURFACE pe@knoll.com COFFEE WAITING AREA/ ITEM: REVERSE OCCASIONAL 45 TOP LUISA EVANS COUNTER BALANCED ffitecture TBL-10 ANDREUWORLD COLOR:GLACIER WHITE E: luisa@LKADC.com ,, TABLE COR OFFICE #ME-5112 BASE: WHITE LACQUER T: 301.801.9917 cell FINISH: 1187 TEXTURED BRIGHT WHITE a \rchi EDGE: PERFIL CALIBRE LATERAL FILE(2 DRAWERS) Karen Nape LATERAL TRAINING C2F2730WCC118 LF-2 KNOLL N/A T: :215.988.2145 TOP: WHITE GLASS 6000 FILE FACILITIES 12"H RECEDING DOORS/PULL OUT SHELVES E:knape@knoll,com COR TABLE FOR CORREVERSE CONFERENCE [ME5090] COLOR:6003 RAL 3013 LUISA EVANS AND LOCK TBL-11 OFFICE ANDREUWORLD OVAL SHAPE TOP WITH ONE REVERSE 60 E: luisa@LKADC.com TPG ARCHITECTURE, LLP TABLE OFFICES BASE. NO POWER NEEDED CAYENNE RED T: 301.801.9917 cell CALIBRE STORAGE CASE BASE: POLYETHYLENE FINISH FINISH:SMOOTH CORE PAINT: 118 BRIGHT 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 WHITE 631.547.7300 1 TPGARCHITECTURE.COM STORAGE 3 ADJUSTABLE SHELVES WITH DOORS, Karen Nape TABLE A: Oval 48 x 30" CAB-1 CASHROOM KNOLL �/A 7: :215.988.2145 FREESTANDING OVAL TABLE W/REVERSE MELLISSA FISCHETTI CABINET WITH LOCK(RANDOMLEY KEYED) E:knape@knoll.com IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN DSK-1 RB STATION KNOLL KNIFE EDGE(EASY TO MOVE) 7::212 343-4063 OFFICE DIM: WIDTH:36" AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT DESK Table top&edge finish:Graphite Pear laminate E: mfischetti@knoll,com DEPTH:18" Table base finish:Bright white 1187 HEIGHT:64.5" PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND ACCESSORIES: DEALER TO PROVIDE COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, TABLE A: Oval 60"x 30" OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OFFICE FREESTANDING OVAL TABLE W/REVERSE MELLISSA FISCHETTI 4202 NAIL HEAD SILVER COAT HOOK,6 OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED DSK-2 DESK RB STATION KNOLL KNIFE EDGE(EASY TO MOVE) T::212 343-4063 ACC-1 COAT HOOK BREAK ROOM STAPLES HOOKS. DEALER TO PROVIDE FINISH:SILVER STAPLES.COM BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, Table top&edge finish:Graphite Pear laminate E: mfischetti@knoll.com Table base finish:Bright white 118T PROJECT ACC-2 TACKBOARD BREAKROOM QUARTET GRAY OVAL OFFICETm FABRIC BULLETIN GRAY FA3RIC STAPLES,COM CAPITAL ONE BOARD.DEALER TO PROVIDE 4'X 3' TABLE A: Oval 72"x 36" OFFICE FREESTANDING OVAL TABLE W/REVERSE MELLISSA FISCHETTI MATTITUCK NY DSK-3 OFFICE KNOLL KNIFE EDGE(EASY TO MOVE) T::212 343-4063 DESK Table top&edge finish:Graphite Pear laminate E: mfischetti@knoll.com 11700 MAIN ROAD N Table base finish; Bright white 118T MATTITUCK, NY 11952 o TABLE A: Oval 72 x 42" `"- FREESTANDING OVAL TABLE W/REVERSE MELLISSA FISCHETTI DRAWING DSK-4 OFFICE OFFICE KNOLL KNIFE EDGE(EASY TO MOVE) 7: :212343 4063 U_ DESK Table top&edge finish:Graphite Pear laminate E: mfischetti@knoll.com FURNITURE, CASEWORK, AND Table base finish:Bright white 1187 CASEWORK HARDWARE LEGENDS 0 mi 0 a TABLE A: Oval 78"x 48" r• FREESTANDING OVAL TABLE W/REVERSE MELLISSA FISCHETTI o DSK-5 OFFICE OFFICE KNOLL KNIFE EDGE(EASY TO MOVE) T::212 343-4063 CD DESK Table top&edge finish:Graphite Pear laminate E: mfischetti@knoll.com SEAL DATE 10/03/2016 Q o Table base finish:Bright white 1187 Y N as LEFT ANCHOR CREDENZA WITH HINGED �R p ARc PROJECT N0. �c a CASE:GRAPHITE PEAR y 3516014-00 F o DOOR 18,WITH SQUARE EDGE.DOOR ON FRONT: BRIGHT WHITE �g 1THEIysT /> SCALE 1/8"=1'-0" LU > FRONT,WITH PULL,WITH LOCK,WITH �Q —i DWG N0. LU LAMINATE 118T 4� 'G n = "WATERFALL"LOOK. NO INTERIOR SHELF. TOP/EDGE:GRAPHITE PEAR KAREN NAPE = CO RB STATION RB STATION PULL STYLE:10"FINGER 0 o CRZ-1 CREDENZA KNOLL INCLUDES 1 LATERAL FILE(42"W BOX/FILE) 215.988.2145 CREDENZA A ( M CREDEPULL:BRIGHT WHITE(SMOOTH) N Y S (LEFT SIDE) AND 18"W CABINET FOR CPU(WITH PARTIAL KAREN Q A-503 . 00 OPEN BACK FOR VENTILATION). LOCK:CHROME 9� 07842A „�O E, LOCK: KEYED ALIKE F 0 04 SET OF 2 CORES/KEYS OF N M � *SPECIFY LOCK CORE&KEY QG23449YWC CAD FILE NO. 2 PROD#:WC2260B42018LL SEPARATELY PAGE 17 d `o MATTITUCK-A-503.DWG #of# ELECTRICAL/ MECHANICAL ADA ATTIC ADA PRIVATE MEDIA LEGEND I.T.ROOM ROOM CORRIDOR RESTROOM STAIR RESTROOM BREAK ROOM OFFICE 01105 01-10601107 01108 01-109 01-110 01111 01112 KEY DESCRIPTION DIGITAL o T11 82"DIGITAL SCREEN AT FEATURE WALL T12 49"DIGITAL SCREEN AT RB DESK 7. T12-B VERTICAL ILLUMINATED CANVAS AT RB DESK T1-S SINGLE DIGITAL SCREEN ON GRAY BACKER CLIENT: T1 L DOUBLE DIGITAL SCREENS ON GRAY BACKER ________ j. `© TI-P 49"DIGITAL SCREEN AT THE PAVILION I -' '. •: - s - I T2 LOGO PANEL J (---- -------------------- • -------- , DOORS&WINDOWS-- ----------------- I I I A4D 2-POCKET DOOR HOUR ACRYLIC OC �'En ineerin D.P.C./weengineersuccess 9 9 I � I •i:• I 116 West 32nd Street,12th Floor,New York,N.Y.10001 I I WIN-H HORIZONTAL CAPITAL ONE BANK LOGO I I P 212.643.9055 F212.643.0503 www.mgedpc.net `' �` WIN-V STACKED CAPITAL ONE BANK LOGO RPZ - - r -,.. _ i WEP ENdkEER: WIN-D WINDOW SAFETY VINYL ASSEMBLY WIN-COV BRANDED WINDOW COVERING f 1 1 D13 ---- WIN-BAN HANGING WINDOW BANNER A3S SINGLE HANGING WINDOW POSTER : A3D DOUBLE HANGING WINDOW POSTER wiz i �� ` a — l T16 WIN-SCRIM HANGING WINDOW SCRIM -1< ( I j wi EX.FA EX.VERIZON DRIVE UP I PANEL PANEL — — — J WIN-B BLUE VINYL STRIP L_________ ______ ----_ _ I A4S 1-POCKET HOURS TREATMENT ----- U U r-- ----- T4 FDIC ACRYLIC POCKET WIN-COV-T CUT VINYL DRIVE UP TELLER TYPE CASH/WORK i i i i i INVESTING ROOM I t I I I 01-104 I i i i i i INV-1 30"W X 38"T INVESTING WALL GRAPHIC I I I I I I ---- a I `-------------- ------- I i INV-2 60"W X 38"T INVESTING WALL GRAPHIC JANITOR'S INV-3 CAPITAL ONE INVESTING FROSTED VINYL LOGO CLOSET�T7 rl'—) 01-113 INV-4 CAPITAL ONE INVESTING PLAQUE L" Ir------ -p- ------- I LINTERIOR LETTERS ------------- INT-W-18-H 18"HORIZONTAL WHITE LETTERS i O D18 WIND WIND INT-W-12-H 12"HORIZONTAL WHITE LETTERS PAV-1 I INT-W-8-H 8"HORIZONTAL WHITE LETTERS RB WORK INT-W-6-H 6"HORIZONTAL WHITE LETTERS D16 i AREA INT-B-18-H 18"HORIZONTAL BLUE LETTERS I — 01 114 INT-B-12-H 12"HORIZONTAL BLUE LETTERS -------- INT-W-18-H 18"HORIZONTAL WHITE LETTERS TELLER PODS 01-103 -- i I i INT-W-12-H 12"HORIZONTAL WHITE LETTERS I i I INT-W-8-H 8"HORIZONTAL WHITE LETTERS I I I I I I WIND i INT-W-6-H 6"HORIZONTAL WHITE LETTERS r--- ----- ------------------------ ------ -------------------� -------------J INT-B-18-H 18"HORIZONTAL BLUE LETTERS PA I I I I I INT-B-12-H 12"HORIZONTAL BLUE LETTERS T4 i I I VESTIBULE INT-B 8 H 8"HORIZONTAL BLUE LETTERS INT-B-6-H 6"HORIZONTAL BLUE LETTERS l I i WIND A4 D I WAITING PAVILION I I O O I INT-W-18-V 18"VERTICAL WHITE LETTERS I I ? r I > I L--------- I I I I I I I 01-116 INT-W-12-V 12"VERTICAL WHITE LETTERS INT-W-8-V 8"VERTICAL WHITE LETTERS INT-W-6-V 6"VERTICAL WHITE LETTERS INT-B-18-V 18 VERTICAL BLUE LETTERS Ilaa��" i WIND i INT-B-12-V 12"VERTICAL BLUE LETTERS T2 I i INT-B-8-V 8"VERTICAL BLUE LETTERS I O i INT-B-6-V 6"VERTICAL BLUE LETTERS T1 L RB STATION INTERIOR WALL ELEMENTS I I r--- O O i I T16 I 01-117 D9 30"W X 38"T WELCOME GRAPHIC r----------- — I I I I IF -_- t I PAV-2 I I D10 48"W X 38"T WELCOME GRAPHIC _______ � I I I I T4 i i i D11 60"W X 48"T WELCOME GRAPHIC EXAM I I I I I I D12 72"W X 48"T WELCOME GRAPHIC QL 1 i i i D13 30"W X 38"T WALL GRAPHIC I I I r-----'----- I I I I I NCR i I r` T7 i D14 60"W X 38"T WALL GRAPHIC� L 1 ISSUED FOR PERMIT AND BID 02/01/17 NF----------------------- -- -----------------------------� i RB STATION TT1 TEXT TILE WALL GRAPHICS(RB STATIONS) ' I I 01-118 N0. REVISION DATE BY I , I TT2 TELLER POD(2)TEXT TILE WALL GRAPHICS T4 i TT3 TELLER POD(3)TEXT TILE WALL GRAPHICSrn ------- i I L r J ---� i � TT4 TELLER POD(4)TEXT TILE WALL GRAPHICS 'FF1(R \r ----__-_-_ T16 i D15 30"W X 38"T ART FRAME C ' n r I r ---------_--� --� WIND WIND WIND WIND WIND I— J o:::::::::— i D16 38"WX38"T ART FRAME I --------- -- I O O i D17 48"W X 38"T ART FRAME I T13 i D18 24"W X 24"T ART FRAME TPG ARCHITECTURE, LLP INTERIOR BRANDING ELEMENTS -----� ---- I 1300 WALT WHITMAN ROAD MELVILLE NY 11747 I ' I r----- WIND I PAVA PAVILION WALL BRANDED MOMENT ' ------------1 I ' i 631.547.7300 1 TPGARCHITECTURE.COM I PAV-2 CONVERSATION HUB BRANDED MOMENT C) I �------ Ire I WINCOR , WINCOR I RB STATION QL-1 QUEUE LINE SIGNAGE ' i IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN C2560III I I 01 119 QL-2 QUEUE LINE SIGNAGE AN ELECTRONIC FORM, THE RECIPIENT AGREES TO THE FULLEST EXTENT III I C4580 E ILS PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE I ------ ______ _____ ; 716 i COMPLIANCEIREGULATORY LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND ' ----_--j ;' ` I I I T4 VERTICAL MOUNTED FDIC HOLDER _M I COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, - -- --5 L----------- `----- i T5 VERTICAL MOUNTED FAP HOLDER OR IN ANY WAY CONNECTED WITH THE USE, RE-USE MIS-USE, MODIFICATION, T D13 I N A DER OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED T7 FREESTANDING FAP HOLDER BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. pg D18 C D18 I T8 FREESTANDING FDIC HOLDER T9 FREESTANDING FDIC&FAP HOLDER PROJECT T13 COMPLIANCE WALL POSTER CAPITAL ONE T14 PATRIOT ACT DESK SIG NAGE ------------------------- ---------------- --------------------------------------------' T15 FDIC DESK SIGNAGE MATTITU K, NY �..,' I A4-D I #. : I FDIC&PATRIOT ACT SIGNAGE(COMBINATION I I I i T16 FIXTURE) 11700 MAIN ROAD N I I I L______________ I I r_--__.__..___J T17 INDUCTION LOOP SIGNAGE MATTITUCK, NY 11952 N GENERAL NOTES DRAWING BRANDING PLAN I 1. ITEMS SUPPLIED&INSTALLED BY OTHERS.SHEET PROVIDED FOR REFERENCE ONLY. L_______J---------------------- CONTRACTOR TO COORDINATE WITH OWNERS VENDOR(S)AND OWNERS REPRESENTATIVE. 0 IL 0 o M C ATM 24 HR ATM PRIVATE C> ROOM VESTIBULE OFFICE SEAL DATE 10/03/2016 CN 01 102 01 101 01 120 REQ AR 3516014-00 PROJECT NO. � CU� Q MATTHEW 9yi�t�` SCALE 1/4"=1'-O" T cu 9N "� DWG N0. CO T 9�F 0,842Q yoQ A-504 . 00 0 Cn co m CF N� CAD FILE NO. PAGE 6C/) � N MATTITUCK-A-504.DWG #of# C� J I DOOR SC14EDULE: DOOR# ROOM NAME DOOR FRAME HARDWARE NOTES: TYPE HDWR. WIDTH HEIGHT THICK MAT'L FINISHHEAD JAMB THRSLD MAT'L FINISH REMARKS 1.ALUMINUM, HM FRAMES,HM&WOOD DOORS AND ASSOCIATED FINISHED HARDWARE IS TO BE PURCHASED BY GC, REMARKS E1 VESTIBULE ENTRY D E (2)3'-0' 7._0" MATCH EXISTING ALUG EXISTING EXISTING EXISTING EXISTING ALUM/GLASS/GLASS MATCH EXISTING EXISTING EXISTING DOOR PANELS TO BE REPLACED. FRAME AND HINGES TO REMAIN. PROVIDE PANELS,CYLINDER, o� AND EXTERIOR PULLS TO MATCH EXISTING, INTERIOR HARDWARE BY OWNER'S VENDOR 2. EXISTING TO BE RE KEYED TO CAPITAL ONE'S SYSTEM. O �UC�_l o E2 VESTIBULE ENTRY EXISTING EXISTING3-0' (2)3'0" 7'0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DOOR AND HARDWARE TO REMAIN,EXISTING CYLINDER TO BE RE-KEYED TO CAPITAL ONE SYSTEM 3.ALL ALUMINUM FRAMES SHALL BE CLEAR ANODIZED. E3 MECH. ROOM EXISTING EXISTING 3-0" T-0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DOOR AND HARDWARE TO REMAIN,EXISTING CYLINDER TO BE RE-KEYED TO CAPITAL ONE SYSTEM 01 4.ALL DOOR HARDWARE SHALL BE LEVER TYPE MEETING REQUIREMENTS OF ADA, VESTIBULE ENTRY A HWS 01 (2)3'0" 8'0" PER MFR ALUM/GLASS CLEAR CLEAR KAWNEER TRIFAB 350 MEDIUM STILE DOOR IN TRIFAB 450 STOREFRONT SYSTEM,CLEAR ANODIZED FINISH CLIENT. 02 ATM ROOM B HWS-05 T-0" T-0' 1 3a" SCW PT-03 E1/A601 E1/A601 5.ALL DOOR HARDWARE SHALL BE SATIN CHROME(626)FINISH. CONTRACTOR SHALL COORDINATE ALL PT 03 HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO PLACING 3 CASH/WORK ROOM B HWS-05 T-0" T-0" 1 4" SCW PT-03 EVA601 E1/A601 PT 03 HARDWARE ORDER. w 4 B.O.H.ACCESS B HWS-05 3'-0" 7'-0" 1 4" SCW PT-03 E1/A601 E1/A601 -- -- PT-03 6.HARDWARE SUPPLIER TO PROVIDE HARDWARE SCHEDULE FOR REVIEW BY OWNER/ARCHITECT, 05 ELECTRICALILT.ROOM B HWS 05 3-0" T-0" 1 3a" HM Amffim� mi PT-03 E1/A601 E1/A601 7.UNDERCUTALL INTERIOR DOORS 5/8"A.F.F., U.N.O. �".;,JEngineeringD.P.C./we engineer success - PT 03 116 West 32nd Street,12th Floor,New York,N.Y.10001 06 RESTROOM B HWS 07 3'0" T_0" 1 4" HM PT-03 E1/A601 E1/A601 - PT 03 8.TOP AND BOTTOM OF ALL WOOD DOORS SHALL BE COMPLETELY SEALED, P 212.643.9055 F212.643.0503 www.mgedpc.net 07 RESTROOM B HWS 07 3'0" 7'0" 1 34" HM PT-03 El(A601 E1/A601 - PT 03 9. INSTALL KICK PLATES ON PUSH SIDE OF DOORS WHERE SCHEDULED. IEP ENGINEER 08 JANITOR'S CLOSET B HWS 06 3'-0" 7'-0" 1 3a" HM PT 03 El(A601 E1/A601 PT 03 10.GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL A 3200 SERIES KNOX BOX AS 09 BREAK Ft00M B HWS-09 3'-0" 7'-0" 1 4" HM PT-03 E1/A601 E1/A601 MANUFACTURED BY KNOX COMPANY 17672 ARMSTRONG AVENUE,IRVINE CALIFORNIA 92614-5728,800-552-5669, - PT-03 10 PRIVATE OFFICE C HWS-02 3'2" 8'-4" 1%" WD/GLASS WD-1/CLEAR - (www,knoxbox.com). THE KNOX BOX MUST BE LOCATED NEAR THE MAIN ENTRANCE.A DETERMINATION OF THE - CLEAR 3'0"X 8'0"FINISHED OPENING, REFER TO SHEETS A 704&A 806 EXACT COLOR, LOCATION,AND SURFACE MOUNTING OR RECESSED MOUNTING SHALL BE DETERMINED IN THE 11 VESTIBULE:ENTRY A HWS 01 (2)3'-0' 8'-0" PER MFR ALUM/GLASS CLEAR -_ __ CLEAR KAWNEER TRIFAB 350 MEDIUM STILE DOOR IN TRIFAB 450 STOF:EFRONT SYSTEM,CLEAR ANODIZED FINISH FIELD IN COLLABORATION WITH THE FIRE MARSHALL,ARCHITECT AND GC. 12 PRIVATE OFFICE C HWS-02 T-2" 8'-4" 1%" WD/GLASS WD-1/CLEAR - CLEAR 3'-0"X 8'-0"FINISHED OPENING, REFER TO SHEETS A-704&A-806 STOREFRONT ASD DOOR TYPES: GLASS TYPES: GL-1 1/2"TEMPERED CLEAR GLASS BRANDING GRAPHIC BY ADJUSTABLE END STOP BY TRACK MANUFACTURER 1/4"TEMPERED CLEAR GLASS E5 E7 GL-2 OTHERS DOOR HARDWARE PER TRACK AND HANGER A-601 A-601 KAWNEER 350 SCHEDULE MEDIUM STILE DOORS HARDWARE KAWNEER TRIFAB 450 WITH CLEAR ADOORS NODIZED E1 BRANDING GRAPHIC BY / FRAMING SYSTEM WITH FINISH i� OTHERS FRAME AND HINGES 2"NP / \ CLEAR ANODIZED / < i� , TO REMAIN. EXTERIOR c� . • • • FINISH 4"TYP �/ \ ,' `� PULLS TO MATCH T a DOOR PULL(EXTERIOR) ,' `� EXISTING. // • \ / • DISTRACTION BANDING � E3 DOOR HARDWARE DOOR PULL(INTERIOR) �' ` o GL-2 GL-2 GL-2 GL-2 E3 FILM BY OTHERS PER SCHEDULE , ` A-601K. /�: AGL-2 � � j • �* \ / AL C-11 AL, 2 REFER TO SHEET A-806 DISTRACTION BANDING "' � \ / N FOR BARN DOOR FILM BY OTHERS zv \� / ii �, o \ / N o DETAILS i CD \ / i As, O TYPE A FLOOR MOUNTED DOOR GUIDE O TYPE B O TYPE C O TYPE D HEAD AND MUM DETAILS HARDWARE SCHEDULE: WALL TYPE HWS-01 1 PIVOT SET 195 X 626-RX VARIES 1 INTERMEDIATE PIVOTS M19 X 626-RX DOUBLE METAL 1 LOCKING PULL DBU-LP3301(BOLT UP)X 630-RW 1 CYLINDER MEDICO CYLINDER STUDS 1 CLOSER PR-7500 X 689-NT 1„ 2 CONT SEALANT HWS 02 1 INSIDE FLUSH PULL MOCKETT DP135,SATIN NICKEL TYP. 1 OUTSIDE HANDLE DORMA TG 138,NON LOCKING 72" 1 UPPER TRACK REAL SLIDING-SF-CL07S,TOP TRACK-AERO,HANGER-CLASSIC N SEE SCHEDULED 1 BOTTOM GUIDE REAL SLIDING-T-GUIDE PARTITION TYPE HWS-03 HINGES TA2714 X 652-MK DOOR METAL FRAME PREFINISHED ALUMINUM DOUBLE METAL 1 PUSHBUTTON LOCKSET SIMPLEX LR1021B26D41 STOREFRONT1 CLOSER 8500 X 689-NT STUDS 1 DOOR VIEWER 620 X 626-RW ® DETAIL AT HEAD SCHEDULED PARTITION 1 OVERHEAD STOP STOP 14400 SERIES X 626-RW 3 SILENCERS 608 X GREY-RW o w� DOUBLE METAL STUDS 1 KICKPLATE 8"X 2"LDW X 630-RW o HWS-04 1 HANDLE TG 138,LOVKING LADDER PULL,84%DORMA 1 ISSUED FOR PERMIT AND BID 02/01/17 NI WALL TYPE w Oz 1 BOTTOM CLOSER PIVOT BTS80,CENTER HUNG FLOOR CLOSER,DORMA TOP AND BOTTOM FITTING CRL(BRUSHED STAINLESS) VARIES N0. REVISION B` w Of w Of PREFINISHED ALUMINUM DATE SHWS-05 DOUBLE METAL STOREFRONT - 1 PUSHBUTTON LOCKSET A 2714 X 652-MK STUDS SIMPLEX R1021B26D41 1„ 1" 1 CLOSER 8500 X 689-NT „1 h'tectur( 1 DOOR 2It e. 2 1 OVERHEAD STOP 144 0 SERIES X 626-RW CONT SEALANT krc i 3 SILENCERS 608 X GREY-RW r L nP• 1 KICK PLATE 8'X 2'LDW X 630 RW HWS-06 HINGES 1 PASSAGE SET AL1 DS-NEP X 626 SC N IL C---- METAL FRAME SCHEDULED FLOOR DOOR PARTITION 608XGREY RW TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 HINGE HWS-07 S TA2714 X 652-MK 631.547.7300 1 TPGARCHITECTURE.COM DETAI L AT JAMB 1 PRIVACY SET AL40S-NEP X 626-SC 1 CLOSER CPS-8500 X 689-NT 1 KICK PLATE 8"X 2"LDW X 630-RW IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE L 3 SILENCERS 608 X GREY-RW AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EX- 1 HEAD/JAMB DETAILS SCALE : 3"=1 HWS-08 3 HINGES TA2714 X 652-MK PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECT -O�� 1 PASSAGE SET AL1 OS-NEP X 626-SC LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, E3 JAMB DETAILS SCALE : 3"=l'-O" 1 CLOSER 8500X689-NT COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OU- E5 HEADER DETAILS SCALE : 3"=1'-0" 1 DOME STOP 441 X626-RW OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICAI 3SILENCERS 608XGREY-RWOR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROV 1 KICKPLATE 8"X 2'LDW X 63300 RW BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. HWS-09 HINGES TA2714 X 652-MK 1 LOCKSET AL80PD-NEP X 626-SC PROJECT 1 OVERHEAD STOP 14400 SERIES X 626-RW 3SILENCERS 608XGREY-RW PARTITION TYPqEE SCHEDULED 1 KICKPLATE 8"X 2"LDW X 630-RW CAPITAL ONE PARTITION TYPE LEGEND AR-ADAMS RITE RW-ROCKWOOD MATTITUCK, NY ,`N, MK-MCKINNEY RX-RIXSON NT-NORTON SC- E 11700 MAIN ROAD SCHEDULED PARTITION PM-PEMKO YA-YALE YALE 0 N % RW-ROCKWOOD DOUBLE METAL STUDS TR-TRILOGY MATTITUCK, NY 11952 a� DRAWING o PREFINISHED ALUMINUM DOOR SCHEDULE < a STOREFRONT 0 N om 7T � O O O � Q C:) PREFINISHED ALUMINUM AND Y N U GLASS DOOR H DATE SEAL 10/03/2016 < PROJECT N0. o w > �RE�qR 3516014-00 c=n _ \GMFTTNE�sCyj� SCALE AS NOTED to DWG NO. o m to a E7 H 01842?�1yQ� fA-601 . 00 DF N� N HEADER DETAIL SCALE : 3"=1'-0" _ C� J [CAD FILE NO. 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NEW HARDWOOD DOOR(SEE DOOR CLIENt GENOTEK 314 EDGE DIVIDER SADDLE(SEE , THIN SET GROUT AND CRACK IN 63 SATIN SILVER THIN SET GROUT AND CRACK SCHEDULE) FINISH PLANS DOOR(SEE DOOR SEAM LINE SUPPRESSION MEMBRANE SUPPRESSION MEMBRANE GEVOTEK VCT F— SCHEDULE) 0 , ROPPE SUBFLOOR GENOTEK 818 REDUCER NEW CARPET INSTALLED PER FOR SPECS) Ofb) t REDUCER IN 63 V o a NEW TILE INSTALLED PER LEVELER NEW TILE INSTALLED PER IN 63 SATIN SILVER MANUFACTURER'S INSTRUCTIONS. SATIN SILVER NEW CERAMIC TILE NEW VCT(SEE FINISH NEW VCT(SEE MANUFACTURER'S INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS. PROVIDE ROPPE SUBFLOOR o a NEW CARPET OR WALK OFF MAT NEW VCT INSTALLED PER VEW VCT INSTALLED z SEE FINISH PLANS INSTALLED PER MANUFACTURER'S EXISTING SUBFLOOR LEVELER AS NECESSARY TO ( PLANS FOR SPECS) FINISH PLANS FOR EXISTING SUBFLOOR INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS. ACHIEVE A FLUSH TRANSITION. 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REVISION DATE BY _ i -� I C TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.647.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY N 11700 MAIN ROAD MATTITUCK, NY 11952 N DRAWING CDCD - THRESHOLD DETAILS 0 0 Q CD Q N O Y o SEAL DATE 10/03/2016 U N BPROJECT No. RED ARC 3516014-00 F N o \G%N1 THEkk him SCALE w m � LQ, r9 � 311=1'-O" cn = _� �- U> -i DWG NO. _ U) ,F U — c:1 �a F '� OQ 84 om 2 A-602 . 00 OF NE`N Lo > C o n CAD FILE NO. 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ROOF Ca)RIDGE EXISTING LIGHTING IN SOFFIT ABOVE TO REMAIN. REFER TO A-201 AND MEP DRAWINGS. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF +28'-9Y"(VIF) EXISTING LIGHTING AND LANE SIGNAGE TO REMAIN. REFER TO A-201 AND MEP DRAWINGS. NO, REVISION DATE BY 06 NEW WINDOW AND EXTERIOR TRIM TO MATCH EXISTING.SEE CONSTRUCTION PLAN REPLACE MISSING STONE VENEER PIECE IN THIS AREA, 08 AREA FOR NEW CONCRETE PADS TO SUPPORT CONDENSERS ---,a \rch'tec09 ture 71 NEW EXHAUST LOUVER.REFER TO MEP DRAWINGS. 10 SHUT OFF SWITCHES FOR CONDENSERS.REFER TO MEP DRAWINGS T.O.ROOF Co RIDGE TPG ARCHITECTURE, LLP +21'-2Y"(VI I-) 11 PAINT TRIM TO MATCH EXISTING, 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 12 ELECTRICAL CONNECTION AND METER,REFER TO MEP DRAWINGS. 631.647.7300 1 TPGARCHITECTURE.COM 13 GAS CONNECTION REFER TO MEP DRAWINGS. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 14 EXISTING THRU WALL AIRVENTS TO BE REMOVED.PATCH AND REPAIR WITH AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT CONSTRUCTION AND FINISHES TO MATCH EXISTING. PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 12 1 EXISTING THRU WALL AIR VENT TO BE RELOCATED. PATCH AND REPAIR WITH LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND ............ .......... 12 12 CONSTRUCTION AND FINISHES TO MATCH EXISTING.SEE MEP DRAWINGS FOR COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, ..........­­­,_*­*­............ =7 OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, ADDITIONAL INFORMATION. 12 ............ 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COLOR: WHITE PROJECT CAPITAL ONE — — — — DRINKING FOUNTAIN-ADA WALL HUNG MFR.: OASIS COOLERS MATTITUCK, NY MODEL: PGF8EBFSL FINISHED CEILING (OIL DESCRIPTION: UNIVERSAL BARRIER-FREE VERSACOOLER 11 WITH VERSAFILTER AND HANDS FREE 11700 MAIN ROAD 9'0" ( P26 SANDSTONE MATTITUCK, NY 11952 FINISH: SANDSTONE POWDER COATED PAINT ON GALVANIZED STEEL ti DRAWING LL PT 10 TL-03 ` L TOILET ENLARGED PLAN CU A AND ELEVATIONS NOTES: ALL PLUMBING AND ACCESSORIES TO BE MOUNTED AT ADA COMPLIANT HEIGHTS, REQUIRED BLOCKING IN WALLS. GC TO COORDINATE WITH CONSTRUCTION PLAN FOR PLUMBING FIXTURE SPECIFICATIONS. co' P 28 � OFb00R REFER TO ENGINEERING DRAWINGS FOR ALL PLUMBING REQUIREMENTS. � - IN 8 \\ SEAL DATE 10/03/2016 C:) �P02 I P09 ` v o P 03 I / PROJECT NO. 3516014-00 t= R ARC o � Q � rN�y� h' SCALE -0„o 8 =1 F::- > P 04 w 9 DWG NO. U o I I FINISHED FLOOR (P Q� CD Y T 01842a �� o'°" F A-705 . 00 � T pF NE`N F, fn 2 � °' CAD FILE NO. co 6 W 09 ELEVATION @ TOILET SCALE: 3/8"=1'-0" MATTITUCK-A-705.DWG C7 J (T'maoaw0 � O VARIES PT-01, PAINTED GYP.BD, FULL HEIGHT PARTITION LOW PARTITION B.O.ATTIC 12-0"A.F.F. vx lid CLIENT; KN I w I � LINE OF GYPSUM BOARD B.O.ACT i ABOVE (ON FULL HEIGHT n METAL STUD FRAMING i PARTITION) 11-0"A.F.F. HEIGH I LINE OF SUSPENDED GYPSUM EngineedngD.P.C./we engineersuccess (FULL BOARD CEILING ABOVE 116 West 32nd Street,12th Floor,New York,N.Y.10001 METAL EDGE OF GYP. i %"MDF WITH WD 01 VENEER P 212.643.9055 F 212.643.0503 www.mgedpc.net CLOUD 4"PLYWOOD VEP ENGINEER: B.O.GYP.BD. I 4"GYPSUM BOARD ++ + + 10-0-A.F.F. 3 4"METAL STUD + + c T.O.WALL Y"THICK WOOD BASE BELOW r 4"GYP. BD. 96"A.F.F. FRY REGLET"F"REVEAL,CLEAR I B.O.CEILING METAL STUD FRAMING/BRACING ANODIZED FINISH, FULL HEIGHT. 90"A.F.F. @ 16"O.C. I a:, %"PLYWOOD %^ GYPSUM I LINE OF SUSPENDED GYPSUM WD-01 ON 4"MDF BOARD (FULL i BOARD CEILING ABOVE " HEIGHT) i LINE OF FLOOR FINISH + + TRANSITION BELOW UNDERSIDE OF NICHE CEILING T 10.1/2"A.F.F. I I WD-1 VENEER ON 3/4" MDF AND CUT TO 1 112" TOP PANEL, FINISHED VARIOUS WIDTHS AND 3 PER ELEVATION A/A 801 GYP CLOUD B LENGTHS TO CREATE A-902 EXISTING WALL PATTERN STRIP LIGHT,REFER TOA-201 CEILING AND s 1 I B.O.ATTIC GYP WALL 12'0"A.F,F. 1 1 ? ! SIDE PANEL,FINISHED C PLAN DETAIL @OUTSIDE CORNER SCALE : 3'"=1'-0" B.O.ACT 1 1 PER ELEVATION 11'-0"A.F.F. PAINTED GYP. B.O.GYP.BD. 1 I 10'-0"A.F.F. F PT-04 I I I I I ALIGN I I (1)3%"METAL STUD 1 I I , I , 1 I 1 I I (1)LAYER OF 3/"MDF ' I I N PANEL,TO BE FINISHED MESSAGING BY OTHERS PER ELEVATION A/A 801. F TX-03 � 1 1 I BACK ONLY ------------------------ Your bank space. PAV-1 i (1)LAYER OF 3q" L _ _ p _ _ _ -i �o PLYWOOD LINWAELOF FULL BEYOND EIGHT BENCH CUSHION, our bank pace. 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REVISION DATE BY BENCH FRAMING @ 16" (1)LAYER OF 3/4" 4" O.C.AND BLOCKING PLYWOOD41 PLYWOOD TO G LAYER OF 5/8" F----,Q \rch'1tecture FLOOR GYPSUM WALLBOARD A ELEVATION @ NICHE WALL SCALE : 1/2"=1'-0" B NICHE WALL SECTION SCALE : 1"=1'-0" D FABRIC WRAPPING DETAIL SCALE : 6"=1'-0" TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD,MELVILLE, NY 11747 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND (1)LAYER OF 4"MDF WITH WOOD COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, VENEER OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, (1)LAYER OF 4"PLYWOOD OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, (1)LAYER OF 4"GYPSUM WALL (1)LAYER OF 5/8"GYPSUM WALL BOARD BOARD PROJECT FACE OF WALL (1)LAYER OF 3/4"PLYWOOD 1/2" CAPITAL ONE I WOOD BASE MATTITUCK, NY 11700 MAIN ROAD c N (1)LAYER OF 3/4"MDF PANEL,TO MATTITUCK, NY 11952 ETALE AS BE FINISHED PER ELEVATION A/A-801. N OOD OARY FOR FASOTEN NG OFv DRAWI NG zo BASE NICHE DETAILS � REVEAL WITH FINISH TO MATCH WOOD o w TOP OF HARD FLOORING _o w OR CARPET — — — — — — — — — — — — — — — 11 .71 oco N 10/03/2016 E N � C? r— SEAL DATE Y o S ::3 N _ PROJECT N0. 3516014-00 < o 11/8" ���ED Arc \� ySCALE AS NOTED ui `o�Q\GMa�1H�yysf99��� DWG NO. W = _ U oY (P C3 m '9 � 01842A �� A-801 . 00 F OF N U) E SLAT WOOD DETAIL SCALE : 6"=1 0 CAD FILE N0. �- �� WOOD BASE SCALE : 6"=1'-0" MATTITUCKA 801.DWG C7 co O dao o �� FE CLIENT: 3'0" 6'0" Ap4fv'/L!!T1�7�=_ F WD-01 MITERED CORNER W/ 6" 2'6112" 2'-6112" 6" _ WELDED CONNECTION, F WD-01 GRIND SMOOTH M"Engineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net D .-''' UEP ENGINEER: ----------------- --------- ------I 3"HOLE FOR EXPANSION BOLT. WT 2.5X9.45 C LOCATE MIN 4'-0"OC. OPEN i END CAP F MT-01 H F MT-01 A PLAN @ QUEUE RAIL SCALE : 3/4"=��-o" B PLAN SECTION a� QUEUE RAIL SCALE : 3/4"=��-o" C ELEVATION @ QUEUE RAIL SCALE : 3/4"=1'-0" SLOTTED PIPE WITH WELDED F WD-01 CONNECTION, GRIND SMOOTH, 71 WT 2.5X9.45 3"STEEL PIPE F MT-01 o zo ih CV WELDED CONNECTION, NOTE: H GRIND SMOOTH, EQUALLY SPACE INTERMEDIATE SUPPORTS IF REQUIRED. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF — / NO. REVISION DATE BY 7 P0---/Q \rch'1tectu,n.n D ELEVATION @ SUPPORT SCALE : 3/4"=V-0" E ELEVATION @ SUPPORT SCALE : 3/4"=1'-O" F SECTION @ QUEUE RAIL SCALE : 3/4"=1'-0" TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.647.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT METAL CAP CAPITAL ONE 'DIA HOLE IN HSS MATTITUCK, NY F PT oa H3S 6X2X3/16 11700 MAIN ROAD MATTITUCK, NY 11952 o DRAWING EXPANSION QUEUE RAIL CASEWORK DETAILS BOLT 0 3/16" FINISH FLOOR FT0 d SEAL DATE 10/03/2016 M a a O d• NC, Q . o /� 4 PROJECT NO. 3516014-00 Z i�eD ARC 0 1/8"THICK, 1"X 1.5"ANGLE F MT 01 ) NIT EIV LU m o��\G�pTTHEyysr9'S�j�� SCALE AS NOTED = a' c Cf) _ CO .� DW NO. U � � Y N Q� A-802 . 009�F or9a2 0 OF N CAD FILE N0. PAGE � � G BASE DETAIL @ WOOD QUEUE RAIL SCALE : 6"=1'-0" H BASE DETAIL @METAL RAIL SCALE : 6"=1'-0" MATTITUCKA802.DWG #oto �, I H GMT-2 TY B B E H G P COORDINATE A-804 A 803 A-804 A•804 A•804 LOCATION WITH F QS-01 OWNER'S IT VENDOR B E H G � o A-804 A 604 A-804 A-804 (i�C 1r �'I�UC�l �LrU G H E B ADJUSTABLE DEPOSIT LJ o A-804 A804 A804 A-804 SLIP SLOTS,APPROX. 1/2" 2'-31/2" 9'1" O.C.MIN.4"HIGH END 3SURFACE MOUNTED '_ 2^ SLIDE-OUT CASH 3SU X 7-1/4"FDIC PLAQUE 6'-9- BY _g^ LV-21/2" PANEL @ 8.75"DEEP � 11 ^ ^ — COUNTING TRAY F QS-01 BY OTHERS I �' KEYBOARD TRAY CLIENT; , m F QS-01 OPEN II 1 11"x 11/4" AN � � i i i" i � � OPEN SLOT AMM SLIDE-OUT CASH =�G -} COUNTING TRAY i � A _ A H BIN-1 L---� L __ ® H DP-1 O i it ; F PL-04 1 _ __ __ r__ _ TYP. 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NO. REVISION DATE BY I I OWNER'S IT VENDOR CUTOUTS IN MDF 1" 1/8" 1" 1'-3" 9'-0" NOTE: CASH AND COIN DRAWERS KEYED UNQUELY PER TELLER, I ( CABINET FACE 10'-4" 7r -7REMOVABLE PANELS F WD-01 REMOVABLE PANELS 10'-4" ALL OTHER DRAWER, KEYED THE SAME. (3)KEYS TOTAL PER POD. ( I BEHIND F i ALL DRAWERS WILL BE"AUTO LOCK DRAWERS." H LCK 1 REMOVABLE LOCATE FASTENERS A 804 _._ PANEL IN 1/2"REVEAL,TYP \rchitecture D PLAN @ TELLER POD-1 TCR-LEFT HAND ACCESSIBLE COUNTER SCALE : 3/4"=1'-0" E SECTION 0 TELLER POD-1 TCR-LEFT HAND ACCESSIBLE COUNTER SCALE : 3/4"=1'-0" F SECTION @ TELLER POD-1 TCR-LEFT HAND ACCESSIBLE COUNTER SCALE : 3/4"=1,4, TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 C:) DRAWING TELLER POD CASWORK DETAILS 0 0 CD N co co CD SEAL DATE 10/03/2016 S o PROJECT No. 3516014-00 o \GON,rHEwsT��j� SCALE3/4"=1'-011 Uj cn /� �� ., 9 0a DWG N0. z Cl) 0 CD Y T -1 0184 � A-803 . 00 om OF N > CAD FILE NO. PAGr r� ) � Ca MATTITUCK-A-803.DWG # C� J V' / 3-0 112" 7-7 1/2" T-0 1/2" 2'-7 1/2" y'011 10Qc�(o0��2 ' 01 2'-7 112" e- F QS 01 V-3' V-2 112" e- NEW MONITOR V-2 1/2" F TOP HARDWARE BY OTHERS V-4 1/2" V-4 1/2" 5- 21/2" V-41/2' F QS-01 LEN CLIENt n E 9 flo PULL OUT BOTTOM F PULL OUT BOTTOM LOCATE 0 KEYBOARD TRAY FRAME GLIDES WD01 HARDWARE AT (STATIONARY) MOUNTED TO DOOR "Engineedng D.P.C./we engineer suxess REVEALS F 116 West 32nd Street,12th Floor,New York,N.Y.10001 T-9 3/4"MDF DIVIDER F WD 01 P 212.643.9055 F 212.643.0503 www.mgedpc.net PANEL BETWEEN CN X BETWEEN EACH ------- ----I VEP ENIGIINEM PROVIDE DIVIDERS SECTIONS CUT 0 DRAWER SECTION It AC V" CESS HOLES AS DP 10 NEEDED REVEAL ! TYP METAL c%4 E_ (F WD-01 S DRAWER FRONTS 0 Q PL-05 F 0 11 t �F MT-0 CN 12"L POWER STUB UPS IB TO BE F COORDINATED IN FIELD ELEVATION SCALE 3/4"=1'-0" B SECTION SCALE 3/4"=1'-0" C SECTION SCALE 3/4"=V-0" D ELEVATION SCALE 3/4"=1'-0" 18"x6"ACCESS PANEL WITH THUMB HOLE FOR y # 2'-71/2" NEW MONITOR EASE OF REMOVAL,TYP. LINE OF CASEWORK HARDWAREBY 2'-7 1/2" BEYOND 2" OTHERS ABOVE TCR e_ V-3- V-211/2' F PL-05 F QS 01 2'-71/2" e- V-T \ 2" TOP KEYBOARD TRAY TOP 2" A. 1'_') F PT-04 (STATIONARY) 1'-3" L./l, V-21/2" @ REVEALSLIDE OUT CASH '11 COUNTING TRAY WITH 1/2"CASHGUARD H GMT-2 >< > ON THE BACK 0 r----------- 1 X 9 OPEN SLOT 0 TOUCH LATCH 0 F J! 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REVISION DATE BY IN FIELD I Chl'tecture E SECTION SCALE : 3/4"=1'-0" F DETAIL (d) TELLER POD BASE SCALE : 6"=l'-O" NZ;_01 G SECTION SCALE : 3/4"=1'-0" H SECTION SCALE 3/4"=1'-0" TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.647.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT -01 PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1/8"STEEL, LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, !Ak POWDER OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, COATED F OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED TO MATCH BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 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PT-01 - 1300 WALT WHITMAN ROAD,MELVILLE, NY 11747 RB 01 % 5'-0,TYP. — — — — _ _ _ _ A631.647.7300 1 TPGARCHITECTURE.COM LT B.O.CASEWORK WALL AND BASE FINISH PER FINISH PLAN AND IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN UNDERCABINET INTERIOR ELEVATIONS AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT LIGHTING PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, E MILLWORK SECTION @ CASH ROOM SCALE : 3/4"=l'-o" F MILLWORK SECTION SCALE : 3/4"=1 -oil G MILLWORK SECTION SCALE : 3/4"=��-o" OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT H I CAPITAL ONE A-810 A-810 MATTITUCK, NY M F QS-01 11700 MAIN ROAD --- ---------- MATTITUCK, NY 11952 DRAWING U- H DP-1 N CASHMORK ROOM 45 75 CASEWORK DETAILS 4.. �\ H DP-1 F QS-01 F PL-01 0 o H DP 1 H DP-1V" H GMT-2 0 0 MATCH CN o F PL-01 F PL-01 M N COUNTERTOP SEAL DATE 10/03/2016 _� ®© ° `V PROVIDE WALL N �o 2" BLOCKING AS PROJECT N0, 3516014-00 REQUIRED tiPEU AAc o WKR 1 F PL-01 POWER AND �Gj�\GMPZTHE�gs y/J. SCALE 3/4°=1 -011 Lu `�° <P 9 t�� = cn F RB-01 DATA � v_ DWG NO. U cn IHN v `* _ CD Y 9 07 42� �FOFe A-81 0 . 00 N D ELEVATION WORK AREA SCALE : 3/4'=1 -011 CAD FILE NO. PAGE U) @ H MILLWORK SECTION SCALE : 3/4"=��-o" MILLWORK SECTION SCALE : 3/4"=��-o" MATTITUCK-A-810.DWG #of# U J > A.F.F. 7" !/ 0 : Gaocv EXISTING GYP,BD. �o SOFFIT o �� P-28,MIRROR r (TNT: 2" 2"ANGLE W/ w i ADJUSTABLE FASTENERS ROLLER BLINDS, AT QUADRANTSt - WHERE OCCURS - m 'Engineering D.P,C.1 we engineersuccess 2'-0" q D 116 West 32nd Street,12th Floor,New York,N.Y.10001 P-02,FAUCET - _ _ _ _ _ P 212.643.9055 F 212.643.0503 www.mgedpc.net ° VEP ENGKEI: 7-10' 104 A.F.F. I/VL EXISTING WALL ° ° P-01,SINK i 1'-11I 1.. ( )1/2"THICK 0 0 "2 - WOOD RING / EXISTING WINDOW / N "' 4'-0"DRUM LIGHT / N FIXTURE,PER RCP METAL OUTRIGGER / SUPPORT 0 o ADA CLEARANCE SET SHADE TO STOP ALIGNED F.F. WITH T.O.SILL A SECTION @ LAVATORY COUNTER SCALE : 1"=1'-0" B MECHO SHADE DETAIL SCALE : 1-1/2"=1'-0" C PLAN @ FEATURE LIGHT SCALE . 3/4"=V-01' -0 BLOCKING AS REQUIRED- H GMT-1 2"ANGLE AT O O O O F P_-3 QUADRANTS 5'-0" EQ EQ .. P . 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REVISION DATE BY V %rchi'tecture D SECTION DETAIL 0) FEATURE LIGHT SCALE : 6"=1'-0" E PLAN @ ATM ROOM COUNTER SCALE : 3/4"=1'-011 , F ELEVATION @ ATM ROOM COUNTER SCALE : 1/2"=V-0" -0 TPG ARCHITECTURE, LLP NOTE: 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 G.C.TO INCREASE 631.547.7300 1 TPGARCHITECTURE.COM THICKNESS OF SCHEDULED PARTITION TO IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN ACCOMMODATE AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT RECESSED FIRE CABINET PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND PROVIDE BLOCKING COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, AS REQUIRED OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, C NOTE: PROVIDE FIRE 10" PROJECT 11-314" FX OPTION AT FIRE ROUGH OPENING FIRE CABINET AND FIRER RATED WALLS CAPITAL ONE " DOORS/FRAMES. � EXTINGUISHER MATTITUCK, NY F PL-03 z MANUFACTURER'S B / z INSTRUCTIONS FOR 11700 MAIN ROAD N / INSTALLATION) EN D CA P AT o MATTITUCK, NY SHIM AS NECESSARY TUBE STEEL 2 11952 (DI O DRAWING H GMT-1 / - PROVIDE BLOCKING AS MISCELLANEOUS DETAIL ED N REQUIRED. I.F � S O N / (6 d � 0 1 1/2"TUBE WELDED STEEL ANGLE BRACE,30"OC PROVIDE BLOCKING/ N SPACING MAX ACROSS COUNTER AS REQUIRED °° + WIDTH. BOLT THROUGH WALL TO Y C:, LGMF STUDS.SCREW TO 1'-0" SCHEDULED N UNDERSIDE OF COUNTER BLOCKING A: ELEVATION PARTITION. REFER TO SEAL DATE 10/03/2016 B: SECTION CONSTRUCTION PLAN. BRED ARc PROJECT No. 3516014-00 - - - - - - - - - - - - - - o WALL AND BASE iw C: SECTION NOTE: `��`GMPS1HEWs y/). SCALE Q , AS NOTED REFER TO A-101 FOR = cn ADDITIONAL ._ DWG NO. INFORMATION AND - o cYr, MOUNTING HEIGHTS. N i 0184'2'% yOQ A-81 1 . 00 N CAD FILE N0. LGE� � G SECTIONI @ATM ROOM COUNTER SCALE : 1"=1'-0" I-I FIRE CABINET FIRE EXN TINGUISHER RECESS IN PARTITIONSCALE : 1-1/2" 11-0" MATTITUCKA811.DWGof# U J SEE SITE PLAN FOR SIDEWALK WIDTH 4"THICK CONC.WALK 6X6-6X6 WWF JOINT FILLER 4,000 PSI 28 DAY PCC PITCH TO CURB (SEE EXPANSION NO 5.REBAR(TYP) NO 5. REBAR(TYP) CONTINUOUS EXCEPT JOINT DETAIL) CONTINUOUS EXCEPT . .. ..a BOLLARD SLEEVE ° .a THROUGH EXPANSION THROUGH EXPANSION a ° (SEE DETAIL ON THIS SHEET) JOINTS JOINTS Mm,6' 4,000 PSI AIR ENTRAINED 6"MIN COMPACTED a . 1 1/2"RADIUSa �LrL1 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ a ° ASH ED 1-1/2 RADIUS 6" CONCRETE WITH 4"CLEAN W 6" � 6X6-W10XW10 WELDED STONE OR 3" N WIRE FABRIC APPROVED EQUAL d ° . COMPACTED SUBGRADE(95%MIN6"MIN COMPACTED ° \/\/\/\ ° `r ° ° OQ d COMPACTION), MIN,6"OF SELECT /\//\//\//�` PAVEMENT O CLIENT. GRANULAR FILL OR ACCEPTABLE a"CLEAN WASHED STONE °^ \\//\\//\\//\ d EXISTING MATERIAL,AOBE, OR APPROVED EQUAL dAff CONCRETE SEALANT CONCRETE dAn d" a d \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ dv a�S^�IV/7 4"CONC,SIDEWALK WITH W.W.F. %"RADIUS SIDEWALK SIDEWALK / / / / / /(TYP.) PITCH 2%(MAX.) � ° '• A. �. ° e a r-alEngineering D.P.C./we engineer success \ ° d ° a e' • a e _ N CONC.4000 PSI 4 '. a CONC.4000 PSI . 116 West 32nd Street,12th Floor,New York,N.Y.10001 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ @ 28 DAYS ° d @ 28 DAYS N P 212.643.9055 F212.643.0503 www.mgedpc.net iA//�//A//"//�//�//�//�//�/ //.. SECTION B B d "..d , : - 6" MIN COMPACTED SEP ENGINEER: SECTION A-A 4"CLEAN WASHED STONE 1" CAULKING a a. a O E, OR APPROVED EQUAL %° * • a e° BUILDING °° aQ •° d ad. • °. °m. ° a ° p d ° 4 as 'd° a .d ° ° °a .. ° a° .° • a 8" 8" a Eo o .° e .• .d -° M NOTES a .d .< °PIfiCH 2%(MA.) :°... .°: .°... � Y"X 4"REMOLDED .. •... .. e VARIES CQN�RETE EXPANSION JOINT 6"(�STANDARD STEEL PIPE . SIDEW�LI�. ° ° ° m. . FILLED WITH CONCRETE � 1 a °. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE EXPANSION JOINT DETAIL BACKFILLED WITH 4"CLEAN CRUSHED STONE, 2, EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15'AND AT ALL STORM ° d Ya" Y" 1'-6"QI CONCRETE BASE STREET Y B SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER "THICK. THE JOIN CONTROL JOINT EVERY 5' EXPANSION JOINT d SHALL BE RECESSED Ya"FROM THE TOP AND FRONT OF THE CONCRETE CURB, CAULKING SHALL BE PROVIDED °- °• (SKIP WHEREVER EVERY 15'(SEE DETAIL) e ° d' ABOVE EXPANSION JOINT, FLUSH WITH TOP OF CURB. 4 ° 3"GRANULAR BASE -.4 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT, EXPANSION JOINT-SEE DETAIL) 1 ° 4. THE TOP OF CURB(AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF CONCRETE GUTTER PLAN /2"RADIUS TOOLED JOINT co SHALL NOT VARY MORE THAN 0.01 FT. FROM A 10 FT.STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. CONTROL JOINT DETAIL II 1'6"� 5. THE FACE OF THE CURB SHALL NOT VARY MORE THAN 0.03 FT FROM A 10 FT STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE FLOW LINE, A CONCRETE SIDEWALK/PAD DETAIL SCALE : 1-1/2"=V-0" B BOLLARD DETAIL SCALE : 1-1/2"=1V-0" C ISLAND DETAIL SCALE . 1-1/2"=V-0" STRUCTURAL CONCRETE NOTES 1. PROVIDE CAST-IN-PLACE CONCRETE OF THE TYPES AND MINIMUM 28-DAY COMPRESSIVE STRENGTHS 2. STRUCTURAL CONCRETE SHALL CONTAIN A WATER REDUCING,PLASTICIZING ADMIXTURE.APPROVED, HIGH-RANGE WATER REDUCING ADMIXTURES MAYBE UTILIZED. ALL CONCRETE PERMANENTLY EXPOSED TO THE WEATHER(AND WITHIN 4 FEET OF FINISHED GRADE)SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE,THE MAXIMUM WATER CEMENT RATIO OF ALL CONCRETE SHALL BE 0.5,U.N.O. 3. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO THE STANDARDS OF ASTM A615,GRADE 60, 4. ALL CONCRETE REINFORCEMENT SHAL_BE DETAILED,FABRICATED, LABELED,SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",ACI 318 AND THE"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",ACI 315. 5. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS,INCLUDING STEEL SIZES,AND PLACEMENT,SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. 6. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE LOCATIONS OF ALL CONSTRUCTION JOINTS,CONTROL JOINTS,CURBS, SLAB DEPRESSIONS,SLEEVES,OPENINGS, ETC. 7. REINFORCING SPLICES AND DEVELOPMENT LENGTHS SHALL CORRESPOND TO ACI 318,AS NOTED IN THE DRAWINGS. 8. WHERE REQUIRED,DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, 9. PROVIDE ADDITIONAL BARS AROUND ALL FLOOR AND WALL OPENINGS. 10. ALL BAR SUPPORTS SHALL BE GALVANIZED. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. 11. BEAM AND SLABS SHALL NOT BE BOXED OUT OR SLEEVED OR HAVE THE REINFORCING INTERRUPTED EXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS. 12, ALL WELDED WIFE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM A185. 13. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AND TIED SECURELY. 14. PROVIDE ONE(1)LAYER OF 6X6-W2.9 X W2.9 W.W.F.CONTINUOUS IN ALL SLABS ON GRADE. ALL MECHANICAL,PLUMBING AND ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE(1)LAYER OF 6X6-W4 X W4 W.W.F,(SEE HVAC,PLUMBING AND ELECTRICAL 1 ISSUED FOR PERMIT AND BID 02/01/17 NF DRAWINGS FOR PADS WHERE REQUIRED. NO. REVISION DATE BY 15. ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE, REFER TO DRAWINGS AND ARCHITECTURAL DRAWINGS FOR WATER STOP AND WATERPROOFING DETAILS.16. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FILL, FINISHES, FLOOR DEPRESSIONS AND CURBS. 'FPO � \rchl'tectulrts, 17. PLACE SLABS-ON-GRADE IN ACCORDANCE WITH ACI 302"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. 18. SEE ARCHITECTURAL,HVAC, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB OPENINGS. 19, SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING/DAMPROOFING DETAILS, TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 0, THE CONTRACTOR SHALL INSTRUMENT CHECK ALL FORMWORK FOR COMPLIANCE WITH ACI SPECIFIED TOLERANCES PRIOR TO PLACEMENT OF 631.547.7300 1 TPGARCHITECTURE.COM THE CONCRETE THEREON. 21. GROUT SHALL BE NON-SHRINK, NON-METALLIC,"FIVE STAR GROUT"BY U.S.GROUT,OR EQUAL. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 22. "CAST-IN-PLACE CONCRETE"TO BE: PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND FOOTINGS 4000 PSI 145 PCF COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, FOUNDATION WALLS: 4000 PSI 145 PCF OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,INTERIOR AND EXTERIOR*SLABS OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED ON GRADE 4000 PSI 145 PCF BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. INTERIOR CONCRETE FILL AND MISCELLANEOUS CONCRETE 4000 PSI 145 PCF PROJECT�+ *AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL CONTAIN A CORROSION INHIBITIVE ADMIXTURE,WR GRACE DCI-5 OR EQUAL. CAPITAL ONE 23. MECHANICAL BAR,SPLICERS,COUPLINGS AND HALF COUPLINGS SHALL DEVELOP 125%FY TIMES THE CAPACITY OF THE ATTACHED BARS.ALL MATTITUCK, NY r, SPLICES REQUIRED FOR#14 BARS TO BE MADE WITH MECHANICAL BAR SPLICERS. STAGGER SPLICES 8'-0"MINIMUM. 11700 MAIN ROAD 0 24. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE, N MATTITUCK, NY 11952 DRAWING SITE DETAILS o � co0 00 N N_ Q a SEAL DATE 10/03/2016 Y ED A PROJECT No. pC 3516014-00 w 5� J ONITHEW s9y' � SCALEu, -1/2"=1 -0" 1�9 U DWG NO. C:) O 0 z 01842 .l� N- A-81 2 . 00 Cn C7 CAD FILE NO. PAGE co MATTITUCK-A-812.DWG #of# UNDERSIDE OF EXISTING CONTINUOUS ACOUSTICAL SEALANT o SECURE CHANNEL RUNNER TO UNDERSIDE OF EXISTING -7UNDERSIDE OF EXISTING EACH SIDE. �o' �n v o /� STRUCTURE ABOVE. STRUCTURE ABOVE. SECURE CHANNEL RUNNER TO LJ'�" �j L21 STRUCTURE ABOVE WITH FASTENERS AS STRUCTURE ABOVE WITH FASTENERS AS STRUCTURE ABOVE. SECURE CHANNEL RUNNER TO REQUIRED. REQUIRED. STRUCTURE ABOVE WITH FASTENERS AS REQUIRED.. CLIENT: LINE OF SCHEDULED CEILING. REFER TO FULL HEIGHT AND THICKNESS LINE OF SCHEDULED CEILING. REFER TO LINE OF SCHEDULED CEILING. REFER TO RCP FOR SPECIFICATIONS. SOUND ATTENUATION BLANKET, RCP FOR SPECIFICATIONS, 3%"20 GA. METAL STUDS @ 16" RCP FOR SPECIFICATIONS. / O.C.(MAX.) t! FL�; (1)LAYER OF%"GYPSUM WALL BOARD ON 9 (1)LAYER OF%"GYPSUM WALL BOARD9 EACH SIDE OF METAL STUD. ON EACH SIDE OF METAL STUD. �. 6"20 GA.METAL STUDS @ 16" 3%"20 GA. METAL STUDS @ 16" /Engineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 E LAYERACH SIDE OO F METAL STUD.%"GYPSUM WALL BOARD ON O.C. (MAX.) O.C.(MAX.) P 212.643.9055 F 212.643.0503 www.mgedpc.net E IEP ENGINEER: SECURE METAL CHANNEL RUNNER TO SECURE METAL CHANNEL RUNNER TO SECURE METAL CHANNEL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS STRUCTURE BELOW WITH FASTENERS AS STRUCTURE BELOW WITH FASTENERS AS REQUIRED, REQUIRED. CONTISIDE.OCDREQUIRED. EXISTING FLOOR SLAB. EXISTING FLOOR SLAB, SEALANT EACH EXISTING FLOOR SLAB. REFER TO METAL STUD SCHEDULE ON A-901 REFER TO METAL STUD SCHEDULE ON A-901 REFER TO METAL STUD SCHEDULE ON A-901 P1 PARTITION TYPE SCALE : 1-1/2"=V-0" P2 PARTITION TYPE SCALE : 1-1/2"=V-0" P3 PARTITION TYPE SCALE : 1-1/2"=V-0" B.O.ATTIC 12'-0"A.F.F. (1)LAYER OF 5/8"GYPSUM WALL BOARD B.O.ACT 11'-0"A.F.F. FASTEN TOP TRACK TO ADJACENT METAL SECURE CHANNEL RUNNER TOL4 SECURE CHANNEL RUNNER TO UNDERSIDE OF EXISTING STRUCTURE STRUCTURE ABOVE WITH ISUSPENDED GYPSUM BOARD (1)LAYER OF%"(PURPLE BOARD)GOLD I I UNDERSIDE OF EXISTING STRUCTURE I I STRUCTURE ABOVE WITH FASTENERS AS REQUIRED ABOVE i FASTENERS AS REQUIRED CEILING _________________________ .. BOND XP BRAND WATER/MOISTURE/MOLD ABOVE RESISTANT GYPSUM BOARD BY NATIONAL I LINE OF SCHEDULED CEILING. i i LINE OF SCHEDULED CEILING. B.O.GYP. BD. GYPSUM CO,OR Y2"DUROCK BRAND FULL HEIGHT SOUND REFER TO RCP FOR TYPE REFER TO RCP FOR TYPE 10'-O' A.F.F, L h CEMENT BOARD ON WET SIDE OF METAL ATTENUATION BLANKET STUD WITH MOISTURE RESISTING JOINT I I I COMPOUND.USE PROFORM BRAND XP I I READY MIX,JOINT TAPE AND COMPOUND. BOTH SIDES TO RECEIVE(1)LAYER OF 8" I (1)LAYER OF%"(PURPLE BOARD)GOLD 2YWATER/MOISTURE/MOLD RESISTANT 2Y"20 GAMETAL STUDS @ 16"O.C.(MAX.)"20 GA.METAL STUDS @ 16"O.C.(MAX.) (PURPLE BOARD)GOLD BOND XP BRAND BOND XP BRAND WATER/MOISTURE/MOLD -�- i- . I UP TO 12'-10"HEIGHT RESISTANT GYPSUM BOARD BY NATIONAL GYPSUM BOARD BY NATIONAL GYPSUM CO. UP TO 12A0"HEIGHT i i GYPSUM CO.ORY"DUROCK BRAND + + `D ORY"DUROCK BRAND CEMENT BOARD ON i i CEMENT BOARD ON WET SIDE OF METAL (2)3Y8"20 GA.METAL STUDS @ 16" I : WET SIDE OF METAL STUD WITH MOISTURE I I STUD WITH MOISTURE RESISTING JOINT O.C.(MAX.) B.O.GYP. BD. 5 I RESISTING JOINT 1 LAYER OF/ GYPSUM WALL BOARD ' COMPOUND. USE ( ) $ I COMPOUND. USE PROFORM BRAND XP 9-0"A.F.F. I PROFORM BRAND XP READY MIX,JOINT ON DRY SIDE I (1)LAYER OF%"GYPSUM WALL BOARD I READY MIX,JOINT TAPE AND COMPOUND.TAPE PARTIAL HEIGHT METAL TAPE AND COMPOUND. (1)LAYER OF 3/4"PLYWOOD STUD TO ADJACENT FULL HEIGHT METAL (1)LAYER OF 3/4"MDF WITH STUD. SECURE METAL CHANNEL RUNNER I WOOD VENEER U NER I SECURE METAL CHANNEL RUNNER �. I I '- TO STRUCTURE BELOW WITH TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED I FASTENERS AS REQUIRED I ' SECURE METAL CHANNEL RUNNER TO I MOISTURE RESISTANT MEMBRANE ON + + STRUCTURE BELOW WITH FASTENERS AS I I MOISTURE RESISTANT MEMBRANE ON + .}. WET SIDE OF PARTITION AND FLOOR TO I WET SIDE OF PARTITION AND FLOOR TO REQUIRED. 6"A.F.F. I EXISTING FLOOR SLAB. I I 6"A.F,F. EXISTING FLOOR SLAB EXISTING FLOOR SLAB I CONTINUOUS ACOUSTIC SEALANT, I CONTINUOUS ACOUSTIC SEALANT, a - TOP AND BOTTOM EACH SIDEL:1 I . 4 TOP AND BOTTOM EACH SIDE • , ..a • • a• ,.a !• "• •a .• •a .,.'•�','•.. a_. • 1 ISSUED FOR PERMIT AND BID 02/01/17 NF REFER TO METAL STUD SCHEDULE ON A-901 REFER TO METAL STUD SCHEDULE ON A-901 REFER TO METAL STUD SCHEDULE ON A-901 NO. REVISION DATE BY P4 PARTITION TYPE SCALE : 1-1/2"=V-0" P5 PARTITION TYPE SCALE : 1-1/2"=V-0" P6 PARTITION TYPE SCALE : 1-1/2"=V-0" ' VARIES B.O.ATTIC 7Pa \rch1tectu,rm., VV 12'-0"A.F.F. TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 (1)LAYER OF 5/8"GYPSUM WALL BOARD STUD SIZE 20 GA 18 GA 16 GA 631.547.7300 1 TPGARCHITECTURE.COM EXISTING GLAZING 3y"@ 16"O.C. 15'-2" 16'-7" 17'-9" IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN B.O.ACT AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 3%"@ 12"O.C. 16'-9" 18'-3" 19'-7" PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 11'-0"A.F.F. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 6"@ 16"O.C. 22'-8" 24'-9" 26'-6" COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, WOOD TOP 6"@ 12"O.C. 25'-0" 27'-3" 29'-2" OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,PAINTED TO l'-O"V.I.F. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED +/- MATCH EXISTING -11" 108"@ 16"O.C. 28'-7" 31'-2" 33'-6" BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. SUSPENDED GYPSUN BOARD CEILING ---------------- ------- . — 8"@ 12"O.C. 31'-6" 34'-4" 36'-10" PROJECT jjN FASTEN TOP TRACK TO ADJACENT METAL ���' CONTINUOUS B.O.GYP.BD, STUD PARTITION. WOOD BLOCKING CAPITAL ONE 10'-0"A.F.F. MATTITUCK, NY 11700 MAIN ROAD + + EXISTING WALL MATTITUCK, NY 11952 `" + + %"GYP BD 1. ALL METAL STUD PARTITIONS SPANNING GREATER THAN 14'-0" IN HEIGHT MUST BE ADDITIONALLY BRACED DRAWING 3%"20 GA. METAL STUCS @ 16" F PT-01 FROM ABOVE CEILING WITH KICKERS @ EACH STUD. PARTITIONB.O. TYPES "� O.C.(MAX.) � m 9'-0"A.F.F. o (1)LAYER OF 5/8"GYPSUM WALL BOARD EXISTING EXTERIOR WALL 2. LIMITED HEIGHTS BASED ON SHEATHING APPLIED FULL HEIGHT TO EACH SIDE OF STUDS. WHERE THE WALL IS (1)LAYER OF%"PLYWOODSTRAP/FASTEN PARTIAL HEIGHT METAL (1)LAYER OF 3/4"MDF WITH STUD TO ADJACENT FULL HEIGHT METAL N NOT SHEATHED PROVIDE CONTINUOUS BRIDGING NOT TO EXCEED 5'-0"O.C. i;: N WOOD VENEER STUD. CD o C'' 3. TABLE PROVIDED FOR GENERAL REFERENCE AT SECURE METAL CHANNEL RUNNER TO INTERIOR PARTITIONS ONLY - WHERE SPECIFICATIONS SEAL DATE Y o 10/03/2016 STRUCTURE BELOW WITH FASTENERS AS + + CALL FOR PERFORMANCE CRITERIA OR ENGINEERED �, REDUIRED. 'I' + SHOP DRAWINGS, THE MORE RESTRICTIVE VALUE IS TO Q ca BASE FLOOR SLAB. BASE PER BE MAINTAINED. ��aED ARC PROJECT N0. 3516014-00 FINISH PLAN 5 ONI THE w _ 4. GYPSUM CONTROL JOINTS TO BE INSTALLED BASED ON �Q�c, s�9 >� SCALE AS NOTED = cn MANUFACTURE RECOMMENDATIONS. ACTUAL w° �G _ Q Q #LOCATIONS TO BE REVIEWED WITH ARCHITECT IN DWG NO. FIELD/SHOP DRAWING PRIOR TO INSTALLATION. C? Y 011142A •y� C? F0F NE`N A-901 . 00 m REFER TO METAL STUD SCHEDULE ON A-901] U,co CAD FILE NO.> N P7 PARTITION TYPE SCALE : 1-1/2"=1'-0" 1 SILL DETAIL SCALE : 1"=1'-O" MAXIMUM METAL STUD HEIGHTS MATTITUCKP#o# C7 J O FASTEN TO STRUCTURE PER CISCA 3-4(FIGURES 2,3,4,AND 5) � LIGHT FIXTURES,AIR TERMINALS, CLIENT.- WHERE HANGER WIRES ARE AND SERVICES WEIGHING LESS A MORE THAN 1:6 THAN 56 POUNDS SHALL BE AD OUT-OF-PLUMB,PROVIDE CONNECTED TO STRUCTURE ABOVE COUNTER-SLOPING WIRE BY(2)12 GAGE TAUT OR SLACK 12 GAGE MINIMUM HANGER WIRES WIRES ATTACHED AT DIAGONAL AT 4'-0"OC EACH DIRECTION- 000 oRN��� C. Engineering D.P.C./we engineersuccess 0"w"m IV, NO MORE THAN 1:6 LIGHT FIXTURES,AIR TERMINALS,AND 116 West 32nd Street,12th Floor,New York,N.Y.10001 SERVICES WEIGHING MORE THAN 56 P 212.643.9055 F212.643.0503 www.mgedpc.net OUT-OF-PLUMB,TYPICAL TRAPEZE AS NECESSARYPOUNDS SHALL BE SUPPORTED TO MAIN TEE OR CROSS TEE WIRE LOOPED AND WRAPPED AVOID OBSTRUCTION DIRECTLY FROM STRUCTURAL R"EP ENGINEERc (SUSPENSION SYSTEM AROUND ITSELF 3 TIMES MINIMUM FRAMING,MASONRY,OR CONCRETE AT EACH END OF HANGER WIRE MAINTAIN HANGER WIRE SPACING USING APPROVED HANGER WITHIN 3"MAXIMUM LENGTH AND CAPACITY BELOW OBSTRUCTION JL J6 J6 ACOUSTICAL CEILING PANELS 4'-0"MAXIMUM COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635,ASTM C636,AND CISCA 0-2 OA PERIMETER SUPPORT O GENERAL SUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT 01 INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS — IBC SEISMIC DESIGN CATEGORIES A AND B SCALE : 1-1/2"=1'-0" FASTEN TO STRUCTURE PER CISCA 3 4(FIGURES 2,3,4,AND 5) LIGHT FIXTURES,AIR TERMINALS, 12 GAGE MINIMUM HANGER WIRES, WHERE HANGER WIRES ARE AND SERVICES WEIGHING LESS RODS,OR FLTS-MAXIMUM 4'-0"OC AND MORE THAN 1:6 THAN 56 POUNDS SHALL BE NO MORE THAN 6"FROM MAIN RUNNER OUT-OF-PLUMB,PROVIDE CONNECTED TO STRUCTURE ABOVE ENDS 12 GAGE MINIMUM HANGER WIRES COUNTER-SLOPING WIRE000 O O WIRES ATTACHED AT DIAGONAL BY(2)12 GAGE TAUT OR SLACK AT 4'-0"OC EACH DIRECTION- CORNERS 2"X 2"SHEET METAL ANGLE NO MORE THAN 1:6 LIGHT FIXTURES,AIR TERMINALS,AND OUT-OF PLUMB,TYPICAL SERVICES WEIGHING MORE THAN 56 WIRE LOOPED AND WRAPPED TRAPEZE AS NECESSARY T POUNDS SHALL BE SUPPORTED AROUND ITSELF 3 TIMES MINIMUM AVOID OBSTRUCTION DIRECTLY FROM STRUCTURAL AT EACH END OF HANGER WIRE FRAMING, MASONRY,OR CONCRET GRID-TYPE SUSPENSION SYSTEM MAINTAIN HANGER WIRE SPACING USING APPROVED HANGER WITHIN 3"MAXIMUM LENGTH AND CAPACITY BELOW 5/8"GYPSUM BOARD OA PERIMETER SUPPORT OB GENERAL SUPPORT OC LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT GRID SUSPENSION SYSTEM GRID SUSPENSION SYSTEM GRID SUSPENSION SYSTEM GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508. METALU PENSION SYSTEM SHALL CONFORM WITH ASCE 7,SECTION 13.5.6.2.1,ASTM C635,ASTM C636,ASTM C754,AND CISCA 0-2. 1 ISSUED FOR PERMIT AND BID 02/01/17 NF NO. REVISION DATE BY 7F)(Cri' \rc h i'tectu r 02 INSTALLATION OF SUSPENDED GYPSUM BOARD CEILING — IBC SEISMIC DESIGN CATEGORIES A AND B SCALE : 1-1/2"=1'-O" TPG ARCHITECTURE, LLP B.O.ATTIC 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 12'-0"A.F.F. 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE --- HANGER WIRE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND TO DECK COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED � SUPRAFINE DDC BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. GRID SYSTEM PROJECT NE B.O.ACT ooae � � CAPITAL O.........vae°ooee ooeee°0000e000ve oee eevoo eee�ooe°oo°a°ooeevove ee°ee°oeee°oee°a a MATTITUCK NY 11'-0"A.F.F. ACOUSTICAL 11700 MAIN ROAD CEILING PANEL MATTITUCK NY 11952 0 N DRAWING CEILING DETAILS 2'-0"MAX HANGER WIRE TO STRUCTURE Q ARMSTRONG 4'-0" O.C. MAX DRYWALL GRID SYSTEM oM p� N Y o \ 0 0 0 0 0 0 0 o�� 0 0 0 SEAL DATE 10/03/2016 U N 0 0 0 0 0 0 ffff1111 fI CV o 0 0 00� o o f b o 0 0 0 0 0 0 0 0 0 0 0 0 0 �- `� B.O.GYP. BD. 0000000000 000000 0 00� ° 000000 - - — — — — PROJECT N0. _ e " o e o ED ARC 3516014-00 0 10 0 A.F.F. SCALE AS NOTED w AXCCLT45 PAINTED �" DRYWALL G AXKEDWSTR, TO BE _ sY PAINTED PT-05 CO V T m 9�Fo� N A-902 . 00 Cl) C CAD FILE NO. PAGE N PAVILION CEILING EDGE — 450 TRIM SCALE : 3"=1'-O" C7 J MATTITUCK-A-902.DWG #of# ENERGY CODE TABULAR ANALYSIS DUCTWORK LEGEND - ECC PROVISION ITEM PROPOSED CODE SUPPORTING SYMBOL ABBREV DESCRIPTION o CITATION DESCRIPTION DESIGN VALUE PRESCRIPTIVE VALUE DOCUMENTATION C2 CCV7 403 BUILDING MECHANICAL SYSTEMS SD SPLITTER DAMPER 403.2 MANDATORY PROVISIONS CLIENT: NF NESTED FITTING CALCULATION OF HEATING MINIMUM AND MAXIMUM DESIGN LOADS SHALL BE DETERMINED IN ASHRAE/ACCA 183 HVAC SYSTEMS AND SIGNED AND SEALED STATEMENT 403.2.1 AND COOLING LOADS TEMPERATURES FOR INTERIOR ACCORDANCE WITH THE PROCEDURES EQUIPMENT HANDBOOK, CHAPTER 3 FORM ENGINEER CERTIFYING NK NECK SIZE a DESIGN LOAD CALCULATIONS DESCRIBED IN THE ASHRAE/ACCA 183 ENERGY CODE COMPLIANCE WITH ENERGY CODE / NK ) HEATING AND COOLING SPECIFIED EQUIPMENT SIZED HEATING AND COOLING SIGNED AND SEALED STATEMENT A=ngineedng D.P.C./we engineer success EQUIPMENT AND SYSTEM CC CLINCH COLLAR 40 3.2.2 EQUIPMENT SHALL NOT WITHIN LOAD CALCULATION EQUIPMENT SHALL NOT FORM ENGINEER CERTIFYING 116 West 32nd Street,12th Floor,Newyork,N.Y.10001 SIZING EXCEED CALCULATED LOADS LIMITS EXCEED CALCULATED LOADS COMPLIANCE WITH ENERGY CODE P212.643.9055 F212.643.0503 wvuw.mgedpc.net 403.2.3 HVAC EQUIPMENT AND SYSTEM SIZING VD VOLUME DAMPER MEP ENGINEER: UNITARY AIR CONDITIONERS, COD CABLE OPERATED VOLUME DAMPER 403.2.3(1 ) CONDENSING UNITS, ELECTRICALLY AIR CONDITIONERS, AIR COOLED SEE SPLIT SYSTEM EVAPORATOR UNIT SCHEDULE OPERATED, MINIMUM EFFICIENCY <65,000 BTU/H SPLIT SYSTEM SEER EXCEEDS MINIMUM REQUIREMENTS MINIMUM EFFCIENCY 13.0 SEER ON DRAWING M-701 REQUIREMENTS DSD DUCT MOUNTED SMOKE DETECTOR 403.2.4 HVAC SYSTEM CONTROLS - - MD MOTORIZED DAMPER DEA MOTORIZED EXHAUST AIR DAMPER FDOA MOTORIZED OUTDOOR AIR DAMPER 403.2.4.1 THERMOSTATIC CONTROLS THEOSTATS/HUMIDSTATS ONE THERMOSTAT IS PROVIDED MINIMUM ONE THERMOSTAT/HUMIDSTAT REFER TO MECHANICAL PLANS M-101.00 DRA MOTORIZED RETURN AIR DAMPER FOR MECHANICAL FOR EACH ZONE REQUIRED PER ZONE ZONES DSA MOTORIZED SUPPLY AIR DAMPER 403.2.7 DUCT AND PLENUM INSULATION AND SEALING - - - FDAD FIRE DAMPER WITH ACCESS DOOR R-8 INSULATION PROVIDED FOR ALL DUCTS R-8 INSULATION PROVIDED FOR ALL DUCTS FSO COMBINATION FIRE SMOKE DAMPER OTHERWISE IN UNCONDITIONED SPACES, R-6 OTHERWISE IN UNCONDITIONED SPACES, R-6 403.2.7 MINIMUM DUCT INSULATION MINIMUM DUCT INSULATION INSULATION IS PROVIDED. ALL DUCT JOINTS INSULATION IS PROVIDED. ALL DUCT JOINTS AND (FILL IN INFO) DS SMOKE DAMPER AND SEAMS SHALL BE SEALED AIRTIGHT SEAMS SHALL BE SEALED AIRTIGHT SD SD SD DUCT MOUNTED SMOKE DETECTOR ALL LOW PRESSURE DUCTWORK ALL LOW PRESSURE DUCTS, OPERATING AT 2" 403.2.7.1 LOW PRESSURE DUCT SYSTEMS LOW PRESSURE DUCTWORK PROPERLY SEALED AS PER OF W.G. OR LESS SHALL BE PROPERLY (FILL IN INFO) REQUIREMENTS SEALED WITH APPROVED METHODS TS TS TS TEMPERATURE SENSOR 403.2.8 PIPING INSULATION Ps Ps PS PRESSURE SENSOR 0.5" INSULATION FOR PIPE LESS THAN OR REFER TO MECHANICAL HC DUCT MOUNTED HEATING COIL TABLE REFRIGERANT PIPING INSULATION FOR REFRIGERANT 0.5" INSULATION PROVIDED FOR 1" EQUAL TO 1-1/2" DIAMETER. 1.0" INSULATION 403.2.8 PIPING DIAMETER PIPING / " SPECIFICATIONS INSULATION UNDER RHC DUCT MOUNTED RE-HEAT COIL FOR PIPE GREATER THAN 1-1/2 DIAMETER. PIPE INSULATION 408 SYSTEM COMMISSIONING OPERATING AND CONTRACTOR SHALL PROVIDE MANUAL OPERATING AND MAINTENANCE MANUAL SHALL = FC FLEXIBLE CONNECTOR 408.2.5.2 MANUALS MAINTENANCE MANUAL AS SPECIFIED IN MECHANICAL BE PROVIDED BY MECHANICAL CONTRACTOR REFER TO MECHANICAL SCHEDULES REQUIREMENTS SPECIFICATIONS AND SPECIFIED IN THE CONSTRUCTION ON DRAWING M-701.00 DOCUMENTS R R R DUCT RISES (RELATIVE TO AIR FLOW) D D D DUCT DROPS (RELATIVE TO AIR FLOW) GENERAL DOTES DE.ViOLITION ROTES ABBREVIATIONS PIPING LEGEND AL ACOUSTICALLY LINED DUCTWORK ABREVIATION DESCRIPTION 1. MECHANICAL CONTRACTOR SHALL SUBMTI A WRITTEN REQUEST TO THE OWNER FOR APPROVAL TO SYMBOL DESCRIPTION SHUT DOWN ANY MECHANICAL SYSTEM. THE WRITTEN REOUEST SHALL INCLUDE SYSTEM BEING SHUT A. GENERA. DEMOLITION ABREV ABREVIATION DOM. TIME REQUIRED FOR SHUT DOWN AND DESCRIPTION OF WORK TO BE PERFORMED. NO SYSTEM AD ACCESS DOOR �- GATE VALVE SHALL BE SHUT DOWN WITHOUT OBTAINING WRITTEN CONSENT FROM THE OWNER. i. ALL WORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATION OF THE NEW --ileo-- GLOBE VALVE 2. REFER TO ARCHITECTURAL DRAWINGS FOR ANY PHASING REOUIREMENTS. CONTRACTOR IS TO PHASE YORK Orr BUILDING CODE. NATIONAL ELECTRIC CODE AND OSHA RULES AND REGULATIONS. AFF ABOVE FINISHED FLOOR SIDEWALL SUPPLY GRILLE THEIR WORK ACCIDRDINGLY. 2. CONTRACTOR SHALL OBTAIN ALL REOUIRED PERMITS BEFORE ANY WORK IS TO BEGIN. ARCH ARCHITECTURAL - 2-WAY PNEUMATIC CONTROL VALVE -► -► TG TOP OF THE WALL GRILLE BOB BOTTOM OF BEAM 3. THE CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES, 3. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. 3-WAY PNEUMATIC CONTROL VALVE BG BOTTOM OF THE WALL GRILLE PRIOR TO SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED BOD BOTTOM OF DUCT SIDEWALL RETURN REGISTER TO HIS WORK. 4. ALL WASTE AND DEBRIS SHALL BE REMOVED IN APPROVED CONTAINERS. BOP BOTTOM OF PIPE -� 2-WAY SOLENOID CONTROL VALVE � � TR TOP OF THE WALL REGISTER 4. ALL VOLUME DAMPERS LOCATED ABOVE IN INACCESSIBLE CEILING SHALL BE CABLE OPERABLE FROM 5. REMOVE ALL WASTE RUBBLE AND REFUSE FROM THE INTERIOR AND EXTERIOR OF BUILDING ON A DAILY CFM CUBIC FOOT PER MINUTE BR BOTTOM OF THE WALL REGISTER FACE OF AIR OUTLET. BASIS, 5. ALL AIR DEVICES ARE TO HAVE SHEET METAL NECKS. B. HVAC DEMOLITION COCONCRETE D DEPTH _41- 3-WAY SOLENOID CONTROL VALVE ISSUED FOR PERMIT AND BID 02-01-17 D 6. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO BOTTOM OF EXISTING BEAMS TO PROVIDE AS MUCH 1. HVAC CONTRACTOR SHALL VST THE PREMISES PRIOR TO SUBMITTING ITS PROPOSAL AND EXAMINE THE FLEX FLEXIBLE DUCT HEIGHT CLEARANCE AS POSSIBLE FOR THE INSTALLATION OF THE NEW CEILING. ANY DUCTWORK DWG DRAWING ISSUED FOR 80% 01-13-17 WHICH CONFLICTS WITH PIPING, STEEL. LIGHT FIXTURES. ETC. DUCTWORK SHALL BE SET UP AND EXISTING AREAS AFFECTED E THIS WORK TI BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH PRESSURE REDUCING VALVE DOV"N � ���. DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. EA EXHAUST AIR EXIST EXISTING -f-,J- CHECK VALVE ISSUED FOR REVIEW 01-10-17 2. REMOVALS SHALL BE PERFORMED IN PHASES. REFER TO ARCHITECTURAL DRAWINGS AND COORDINATE 4 7. THE INSTALLATION OF ALL TENANT IMPROVEMENTS SHALL PERMIT ADEOUATE ACCESSIBILITY TO ALL WITH CONSTRUCTION MANAGER. ;I NEW AND EXISTING EQUIPMENT FOR PROPER MAINTENANCE. H HEIGHT BUTTERFLY VALVE � � RR RETURN/EXHAUST CEILING REGISTER/GRILLE PROGRESS 12-22-16 3. MAINTAIN AIRFLOW TO OCCUPIED FACES DURING NORMAL OCCUPIED HOURS. HTZ HERTZ & CONTRACTOR MUST PROVIDE ACCESS TO ALL OVERHEAD VALVES, FIRE DAMPERS AND MAINTENANCE IT 71 NO. REVISION DATE BY SENSITIVE EOUIPNIENT. AND MAINTAIN ACCESS TO AREAS ALREADY ACCESSIBLE BY ACCESS DOORS. IN INCHES PRESSURE SAFETY RELIEF VALVE 1.. , SD4W FOUR WAY SUPPLY DIFFUSER 4. REMOVE AND DISPOSE OF ALL DUCTWORK AND ALL MISC. ACCESSORIES ASSOCIATED WITH ANY �_y 9. DUCTWORK AND MECHANICAL OR RELOCATED EQUIPMENT. CAL APPARATUS SHALL BE INSTALLED IN NEAT AND PROFESSIONAL MANNER L LENGTH -k- AND CLEANED. LABELS AND MARKINGS SHALL BE LOCATED ON DUCTWORK. DUCTWORK TO BE 5. THE CONTRACTOR, PRIOR TO THE REMOVAL AND DEMOLITION OF ANY EOUIPMENT (I.E., AIR HANDLERS, LBS POUNDS - FLEXIBLE PIPE CONNECTOR FA SD3W THREE WAY SUPPLY DIFFUSER K INSTALLED PER SMACNA STANDARDS. STEAM CONVECTORS. WINDOW A/C UNITS, ETC.). IS TO INFORM THE OWNER OF THE EQUIPMENT BEING -LF LINEAR FEET -44- BALL VALVE ' u�� 10. ALL EXISTING DUI'TW M TO REMAIN UNLESS OTHERWISE SHOWN. REMOVED AND TO DETERMINE IF THE OWNER WOULD LICE TO TAKE POSSESSION OF THE EQUIPMENT. 11. CONTRACTOR TO INSPECT ALL SUPPLY AWNS FOR LEAKS AND SEAL AIRTIGHT WITH APPROVED 6. CONTRACTOR SHALL DEMOLISH ALL HVAC EQUIPMENT. AC UNIT ALONG WITH ALL CONTROLS. MFR MANUFACTURER PRESSURE GAUGE� _Nil SD2yy TWO WAY SUPPLY DIFFUSER \rchSEALERS WHERE NECESSARY. CONDENSATE PUMP, LEAK DETECTOR. DUCTWORK. AND APPURTENANCES APPEARING SHOWN AS EXISTING MI$C MISCELLANEOUS12. CONTRACTOR TO 'VERIFY ALL FIRE DAMPERS. NOT SHOWN. ARE IN THE OPEN POSITION THROUGH OUT TO BE REMOVED. OAI OUTDOOR AIR INTAKE THERMOMETER TPG ARCHITECTURE, LLP THE SPACE. ALL DAMAGED OR CLOSED DAMPERS TO BE REPLACED WITH APPROVED EOUALS TO 7. THE DEMOLITION DRAWING SHALL BE CONSIDERED ONLY AS A GUIDE AND IS NOT INTENDED TO SHOW PH PHASE MEET LOCAL CODE. EVERY SINGLE ITEM OF WORK AS REQUIRED. ACTUAL FIELD CONDITION WILL DETERMINE THE PRECISE H, SDIW ONE WAY SUPPLY DIFFUSER 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 WORK TO BE DONE. SHOULD ANY QUESTION ARISE AS TO WHETHER OR NOT ANY PIPING. EQUIPMENT RA RETURN AIR CAP 631.547.7300 1 TPGARCHITECTURE.COM 13. CONTRACTOR SHALL ADHERE TO ALL CONSTRUCTION RULES, REGULATIONS AND STANDARDS OF OR ANY OTHER ITEM SHOULD BE REMOVED, OR REMAIN AS PRESENTLY INSTALLED. THIS CONTRACTOR SHALL REQUEST, IN WRITING. CLAI*1CATKO1 FROM THE ARCHITECT. BECAUSE THE MECHANICAL SA SUPPLY AIR END OF RUN BIALDiNG. DRAWINGS INDICATE THE INTENT OF THE SCOPE OF WORK. NO EXTRA CHARGES WILL BE ALLOWED FOR STRAINER ANY REMOVALS NECESSARY FOR THE COMPLETION OF THE WORK UNDER THIS PROJECT. SPECS SPECIFICATIONS IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 14. ALL BRANCH DUCT TAKE-OFF TO AIR OUTLET SHALL BE PROVIDED WITH (VD) VOLUME DAMPER. STRUCT STRUCTURAL SII- UNION , AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT S. ANY DEMOLITION OF EXISTING EQUIPMENT SHALL INCLUDE THE REMOVAL OF THEIR RELATED CONTROLS i SQUARE ELBOW WITH TURNING VANES PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 15. ALL SHOP DRAWIINGS AND ANY ADDITIONAL COORDINATION DRAWINGS AND SKETCHES OF ALL AND CONTROL WIRING. TYP TYPICAL DROP LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND MECHANICAL. ARE TO BE SUBMITTED TO THE PROPERTY MANAGEMENT OFFICE FOR REVIEW AND APPROVAL. NO INORK SHALL COMMENCE UNLESS APPROVALS ARE SECURED. V VOLTS -Q RISE COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 9. THIS CONTRACTOR SWELL CAP ALL REMAINING DUCTS. AT ALL POINTS OF DISCONNECTION. AIRTIGHT. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 16. MECHANICAL EQUIPMENT PERMITS ARE TD BE DELIVERED TO THE LANDLORD FOR ALL MECHANICAL. 10. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL W WIDTH BOTTOM TAKE-OFF A(111) TYPE "A" AIR DEVICE (NUMBER OF CFM) OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED EOUIPMENT REOURRING PERMITS. ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED. LOST OR STOLEN W WITH PLUG VALVE BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 17. CONTRACTOR IS RESPONSIBLE TO FIREPROOF ALL STEEL AREAS EXPOSED AS A RESULT OF THEIR WITHOUT ADDITIONAL COST TO THE OWNER. WINS WIRE MESS SCREEN � --L DENOTES LOUVERED DOOR WORK INCLUDING BUT NOT LIMITED TO THE DUCTWORK INSTALLATION. --�- ECCENTRIC REDUCER PROJECT -tt-� DENOTES UNDERCUT DOOR IS. CONTRACTOR SHALL PROVIDE OPENINGS IN ALL FULL HEIGHT WALLS AS REOUIRED FOR TRANSFER OF LINE�ORK LEGEND CONCENTRIC REDUCER CAPITAL ONE RETURN AIR BACK TO SOURCES. MECHANICAL DRAWING LIST --c!-- DIRECTION OF FLOW -'' DENOTES AIR BEING DISCHARGED UNDER POSITIVE 19. ALL WORK SHALL BE IN ACCORDANCE PITH BASE BUILDING STANDARDS. SPECIFICATIONS AND SYMBOL DESCRIPTION PRESSURE (SUPPLY, SPILL OR DICHARGE) MATTITUCK, NY GUIDELINES. DRAWING NO. DRAWING TITLE _ _ _ EXISTING DUCTWORK. PIPING OR PUMP DENOTES AIR BEING TAKEN IN UNDER NEGATIVE PRESSURE 20. COORDINATE ALL WORK WITH THE PROPERTY MANAGER. M-001.00 MECHANICAL NOTES. LEGEND, ABBREVIATIONS AND DRAWING LIST EQUIPMENT TO REMAIN RETURN, OUTDOOR AIR MAKE-UP OR EXHAUST 11700 MAIN ROAD NEW DUCTWORK, PIPING OR POSITIVE PRESSURE MATTITUCK, NY 11952 DUCTWORK UNDER PO 21. PROVIDE BUILDING MANAGEMENT COPIES OF ALL "AS-BUILT" SHOP DRAWINGS AND ALL TESTING AND M-001.00 MECHANICAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST EQUIPMENT TO BE INSTALLED EQUIPMENT TAGS (SUPPLY, SPILL OR DSITIVE P DRAWING BALANCING REPORTS. M-001.00 MECHANICAL NOTES. LEGEND. ABBREVIATIONS AND DRAWING LIST EXISTING DUCTWORK. PIPING OR 22. PRIOR TO DEMOLITION OF DUCT, CONTRACTOR SHALL VERIFY THE TOTAL DESIGN SUPPLY AIR CFM EQUIPMENT TO BE REMOVED DOES NOT EXCEED EXISTING BASE BUILDING ALLOCATION. M-001.00 MECHANICAL NOTES. LEGEND, ABBREVIATIONS AND DRAWING LIST TAG DESCRIPTION LEGENDS, SYMBOLS, NOTES, ® NEW CONNECTION POINT AC AIR CONDITIONING UNIT DUCTWORK UNDER NEGATIVE PRESSURE ABBREVIATIONS, AND DRAWING LIST ACC AIR COOLED CONDENSER M-001.00 MECHANICAL NOTES. LEGEND. ABBREVIATIONS AND DRAWING LIST (RETURN, OUTDOOR AIR MAKE-UP OR EXHAUST M-001.00 MECHANICAL NOTES. LEGEND, ABBREVIATIONS AND DRAWING LIST B BOILER 0 THERMOSTAT EDH ELECTRIC DUCT HEATER F FAN SEAL DATE 1/23/2016 HC HEATING COIL HVAC PIPING TAGS L LOUVER PROJECT N0. 614.00 Ct P PUMP TAG DESCRIPTION SCALE NONE PC CONDENSATE PUMP _DR- DRAIN 1 -HHWS- HEATING HOT WATER SUPPLY DW N0. NUMBER DENOTES ITEM NUMBER -HHWR- HEATING HOT WATER RETURN LETTERS DENOTES TYPE OF -HGB- HOT GAS BYPASS _ f ' =� ' -001 - 00 O . O OEQUIPMENT RL- REFRIGERANT LIQUID V PREFIX "X" DENOTES EXISTING p �'O 0ro61 EQUIPMENT _RS- REFRIGERANT SUCTION CAD FILE N0. PAGE R�FES����� XX OF XX RUN REFRIGERANT PIPING UP TO EXISTING AC UNITS, SIZE PIPING AS PER MANUFACTURES RECOMMENDATION IF EXISTING WALL PENETRATIONS ARE NOT USED PATCH WALL TO MATCH EXISTING C> MOUNT BOILER INTAKE C7 Cv -- ELECTRICALI t rECHAMCAL ADA ATTIC ADA PPR!VATE AND DISCHARGE 8*-0" I.T.R0011.1 ROO!.,l CORRIDOR RESTROC',l STA n� RESTROOM PREAK ROO!,!I OFFICE ABOVE GRADE AND 'E' 10*-0" AWAY FROM AWL' Lo F.TL ED 01 11 E AIR INTAKES CLIENT: A EXISTING WALL HUNG BOILER. AN INTAKE, EXHAUST, PUMPS. AIR SEPARATOR AND CONTROLS TO BE ACC-2 BALLARD (TYPICAL FOR 6) RELOCATED AIM Ft 11iWngineering D.P.C.1 we engineer success RECONNECT HHWS & 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net HHWR PIPES TO EXISTING . o ACC-I HHWS & HHWR PIPES ACC- RELOCATED BOILER r AC EMERGENCY SWITCH ' MEP ENGINEER: 4" HIGH RECONNECT HHWS & P_ 7 CONCRETE PAD J: Ar_ HHWR PIPES TO EXISTING XP 1 SEE DETAIL HHWS & HHWR PIPES BELOW r QV ....... 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B(1 10) B(I 10) B(110) 71fl TPG ARCHITECTURE, LLP D(725) O L F TS- 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 AC L—i 8(100) I 631.547.7300 1 TPGARCHITECTURE.COM 0 1" DR A 7_1 10 3/4" DR IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND C1 T T-AC4 FCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, Ll _j OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, t OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. R D(725) RB STATION L 20) L CT e. B(I PROJE 00) LS-A B(II Tp 9t L_ 3)4 �DkT CAPITAL ONE AC-4 T-EDHI ---­­--- MATTITUCK, NY 7 T T ' 11700 MAIN ROAD - MATTITUCK, NY 11952 18x6 TXAQ2 T-061 DRAWING T'- 1ST FLOOR NOTE: COORDINATE FINAL THERMOSTAT LOCATIONS IN MECHANICAL N QT- REFRIGERANT AND DRAIN PIPING THIS ROOM. IN FIELD WITH OWNERS CAN BE RUN IN THE ATTIC REPRESENTATIVE SO THEY WILL NOT INTERFERE PLAN SPACE ABOVE. ROUTE PIPING TO WITH BRANDING FIXTURE LOCATIONS. AVOID TRIPPING HAZARDS. SEAL DATE 1/23/2016 -A 4" — — J_ _j 7" 4'-3" BALLARD (TYPICAL FOR 7) PROJECT NO OO 10 -4 LA0. 614,00 4" SCALE/ 1/4"=1'-0" S-4% 31-4" 3*-4" SIDE OF BUILDING Alt I't, 24 HR ATM Pt?IVATEDW 0. ROOMi VESTHPULE OFFICE V/7 4" HIGH CONCRETE PAD DETAIL CONCRETE PADM- 101 . 0 0 SEE DETAIL BELOW FESS\ CAD FILE NO. PAGE XX OF XX ®REROUTE EXISTING o FLEX DUCT TO NEW �v7�r�51 o ), DIFFUSER BELOW PROVIDE NEW 12x8 STORM PREF LOUVER (j�J�L►►�u��==--�I j� AIN RE-USE EXISTING LOUVER VERIFY FREE W/5096 FREE AREA (MATCH EXISTING AREA IS EQUAL OR GREATER THAN 48 LOUVER) SQUARE INCHES IF NOT REPLACE WITH A REROUTE EXISTING } FLEX DUCT TO NEW CLIENT: 12x8 STORM PROOF LOUVER W/50;g FREE I DIFFUSER BELOW AREAMATCH EXISTING LOUVER _ . _...__..__.,._..__...__._._.._._._.._....._...._..__..._.____.__.__.________._____.__._.__..__...._.. ...._. .... .._....._. )._....__.._.._._........._. _. . _ _. Id ®REROUTE EXISTING FLEX DUCT TO NEW 20x10 _ 20x10 9 DIFFUSER BELOW — > y 12x8 OloWngineering D.P.C./we engineer success g i 116 West 32nd Street,12th Floor,New York,N.Y.10001 a F=1 , , REROUTE EXISTING P 212.643.9055 F 212.643.0503 www.mgedpc.net I FLEX DUCT TO NEW I 2410p r AvAvAvA DIFFUSER BELOW MEP ENGINEER: II — � I I I III a f ' I H — D-11 REROUTE EXISTING I v{�� ) I 16x10 I I FLEX DUCT TO NEW I DIFFUSER BELOW PULL DOWN - A A {, I 1 p _ �� rl STAIR OPENING t( v v k I I , , -� , CONNECT 12x6 OUTDOOR AIR DUCT TO 2410 RETURN 1 , , DUCT (160) - j , 24x10 , I f I I � I ' 12x6 3 I I ' 12x6 i _ _ _I_ L DIFFUSER TO All- I �` SUPPLY DUCT WITH I - 12"0 FLEX DUCT DUCT IS 16x8 12x10 i� i BETWEEN THE - ATTIC FLOOR AND SHEET ' ROCK E OW ' CONNECT 12x6 ' 12x6 4 CEILING , OUTDOOR AIR DUCT I ' TO 2410 RETURN I 24x10 DUCT (160) { EDH-1 12x6 iAINCAP i 12x10 XAC-1 n ®REROUTE EXISTING FLEX DUCT TO NEW I XHC-1 _ DIFFUSER BELOW I I I I I I � CONNECT NEW I I DUCT IS BETWEEN THE I •`. I ' DIFFUSER TO ATTIC FLOOR AND SHEET ' ' I SUPPLY DUCT WITH REROUTE ( I I ROCK CEILING BELOW I I 12"0 FLEX DUCT EXISTING FLEX _ ___ __ REROUTE EXISTING ------------------- , ,�, FLEX DUCT TO NEW DUCT TO NEW � r rl�-� DIFFUSER BELOW I )I L_ _7__________________ _ LIQ.! DIFFUSER BELOW ! I® i. REROUTE EXISTING REROUTE � � � ®REROUTE r EXISTING FLEX I I EXISTING FLEX FLEX DUCT TO NEW�� , ' , i DUCT TO NEW DUCT TO NEW I DIFFUSER BELOW ISSUED FOR PERMIT AND BID 02-01-17 DIFFUSER BELOW I I DIFFUSER BELOW ISSUED FOR 80% 01-13-17 a 1 I I IV I ✓ I � ISSUED FOR REVIEW 01-10-17 REROUTE 20x10 )i EXISTING FLEX I I i DUCT TO NEW PROGRESS 12-2216 II REROUTE REGISTER BELOW I I I NO. REVISION DATE BY EXISTING FLEX , I DUCT TO NEW REROUTE /AVIV G I I tect REROUTE DIFFUSER BELOW EXISTING FLEXI \rchEXISTING FLEX DUCT TO NEW , ; , ' REGISTER BELOW I DUCT TO NEW I I I I 26x8 �� � � ; REGISTER BELOW , i I TPG ARCHITECTURE, LLP I I I I 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 TPGARCHITECTURE.COM I � 16x10 I _ - - ' IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN — _ — _ _ _ _ _ �`'I I AN ELECTRONIC FORM THE RECIPIENT AGREES TO THE FULLEST €. ....__.._....-.__...--..-............._...._---..._....__-------.--___.-_. EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 4" DIA DN TO COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, REGISTERS IN REROUTE OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, VESTIBULE EXISTING FLEX OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED DUCT TO NEW BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. DIFFUSER BELOW PROJECT ATTIC OPEN JOIST NO FLOOR ATTIC WITH FLOOR ATTIC OPEN JOIST NO FLOOR CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ATTIC MECHANICAL PLAN SEAL A' 11/23/2016 NEPR ECT NO. 7614.00 G GE /'SCALEw lN r M- 1 0 1 AR�FES StaNP�, CAD FILE NO. PAGE XX OF XX DIFFUSER & REGISTER SCHEDULE FAN SCHEDULE TYPE APPLICATION MANUFACTURER MODEL NECK CFM REMARKS AIR STATIC FAN FAN MOTOR DATA WEIGHT SIZE TAG-NO. SERVICE FLOW PRESSURE DRIVE MANUFACTURER MODEL REMARKS A SUPPLY TITUS OMNI 6"00-100 11202 FACE (CFM) (IN. WG.) RPM TYPE BHP HP V/PH/HTZ (LBS) A SUPPLY TITUS OMNI 8"6 101-200 12x12 FACE F-1 TOILET EXHAUST 300 .5 1550 INLINE DIRECT 203W .167 120/1/60 COOK 80SOI5D 39 1.2 CLIENT: B SUPPLY TITUS OMNI 1 6"0 0-175 24x24 FACE 1. PROVIDE VIBRATION ISOLATORS. B SUPPLY TITUS OMNI 8"0 176-300 24x24 FACE 2. PROVIDE FAN SPPED CONTROLLER, AN B SUPPLY TITUS OMNI 10"0 301-425 2424 FACE w�. B SUPPLY TITUS OMNI 12"0 426-500 2424 FACE XSEngineeringD.P.C./weengineer success 6 SUPPLY TITUS OMNI 14"0 501-650 2424 FACE ELECTRIC DUCT HEATER 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net B SUPPLY TITUS OMNI 15"0 650-800 2424 FACE ELECTRICAL DATA MEP ENGINEER: C RETURN TITUS 355RL 1000 0-200 1202 FACE, NON-DUCTED UNIT NO. LOCATION KW CFM VOLTS PHASE HERTZ MANUFACTURER MODEL NOTES C RETURN TITUS 355RL 22x22 201-925 2424 FACE, NON-DUCTED EDH-t ATTIC 3 150 208 3 60 INDEECO OUZ 1 & 2 D RETURN/EXHAUST TITUS 355RL 6x6 0-100 8x8 FACE. DUCTED NOTES: 1. PROVIDE SCR CONTROL OPTION. D RETURN/EXHAUST TITUS 355RL 10x10 101-350 12x12 FACE, DUCTED 2• PROVIDE BUTTON TYPE TEMPERATURE SENSOR IN VESTIBULE AND WALL MOUNTED THERMOSTAT IN MANAGER'S OFFICE. D RETURN/EXHAUST TITUS 355RL 10x22 351-650 12x24 FACE, DUCTED D RETURN/EXHAUST TITUS 355RL I 22x22 1651-1.5001 2424 FACE, DUCTED SPLIT SYSTEM EVAPORATOR UNIT SCHEDULE NOTES: TOTAL TOTAL SEER EER TYPE UNIT & NOMINAL COOLING HEATING WEIGHT 1. FURNISH AND INSTALL ALL AIR DEVICES WITH EOUALIZING GRIDS AND OPPOSED BLADE TAG SERVICE LOCATION ARRANGEMENT TONS CAP. CAP, CFM REFRIGERANT MFG'R MODEL NO. NOTES DAMPERS. (BTU/H) (BTU/H) (LBS) 2. MECHANICAL. CONTRACTOR TO COORDINATE BORDER TYPES WITH CEILING CONSTRUCTION. AC-3 IT ROOM IT ROOM WALL MOUNTED 1 13785 - 353 R-410A 21.5 - 20 LG LSN120HSV4 1. 2. 3, 4 & 6 3. MECHANICAL. CONTRACTOR TO PROVIDE CABLE OPERATED DAMPERS IN THE BRANCH DUCT WHEN THE BRANCH DUCT TO AN AIR DEVICE IS LOCATED OVER AN INACCESSIBLE CEILING. AC-4 ATM ROOM ATM ROOM WALL MOUNTED 1 13785 - 353 R-410A 21.5 - 20 LG LSN120HSV4 1. 2. 3, 4 & 6 4. PROVIDE NOISE CRITERIA DATA WITH SHOP DRAWINGS. 5. CFM VALUES ON SUPPLY DIFFUSERS ARE FOR 4-WAY BLOW DIFFUSERS, FOR 3-WAY BLOW AC-5 ATM VESTIBULE ATM ROOM HORIZONTAL DUCT 1 11600 16000 300 R-410A 19.6 12.9 51 LG LDN127HV4 1. 2, 5 & 7 DIFFUSERS REDUCE NECK SIZE CFM BY 25%, FOR 2-WAY BLOW DIFFUSERS REDUCE NECK MOUNTED SIZE CFM BY 50% AND FOR 1-WAY BLOW DIFFUSERS REDUCE NECK SIZE CFM BY 7596. SEE NOTES: PLANS FOR BLOVIr PATTERNS. 1. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH, 6. PROVIDE OPTIONAL MOLDED INSULATION BLANKET ON ALL OMNI 2424 FULL FACE MODEL 2. PROVIDE OPERATION AND MAINTENANCE MANUAL TO BUILDING OWNER SUPPLY AIR DIFFUSERS. FIELD INSULATE ALL OMNI 1202 FACE MODEL SUPPLY AIR 3. LOCK UNITS IN COOLING ONLY MODE. DIFFUSERS. 4. PROVIDE LOW AMBIENT KIT. 5. PROVIDE MAXIMUM STATIC UNIT 6. PROVIDE WALL MOUNTED THERMOSTAT 7. PROVIDE BUTTON TYPE TEMPERATURE SENSOR IN VESTIBULE AND WALL MOUNTED THERMOSTAT IN MANAGER'S OFFICE. SPLIT SYSTEM AIR COOLED CONDENSING UNIT SCHEDULE CONDENSING VOLTS/PH/HZ MCA MFA UNIT WEIGHT MFG'R MODEL NO. CONDENSATE PUMP SCHEDULE TAG SERVICE LOCATION REFRIGERANT EAT •F (LBS) 4 CONDENSATE PUMP BY "LITTLE GIANT". MODEL # VCMA-20ULS, ACC-1 XAC-1 OUTDOORS R-410A 95 208/3/60 21 35 211 TRANE 4TTA406OA3000A 25 GPM 0 20' OF HEAD, 1130 HP MOTOR, 1.5 AMPS, 115/1/60. ACC-2 XAC-2 OUTDOORS R-410A 95 208/3/60 21 35 211 TRANE 4TTA406GA3000A PROVIDE ONE PUMP FOR AC-3 & ONE FOR AC-4 ACC-3 AC-3 OUTDOORS R-410A 95 208/1/60 8.7 15 75 LG LSU120HSV4 AC-5 HAS AN INTERNAL CONDENSATE PUMP ACC-4 AC-4 OUTDOORS R-410A 95 208/1/60 8.7 15 75 LG LSU120HSV4 ACC-5 AC-5 OUTDOORS R-410A 95 208/1/60 12.3 15 82 LG LUU127HV ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 NO. REVISION DATE BY N fz'�_Q17P " � u TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING MECHANICAL SCHEDULES SEAL DATE 11/23/2016 T No. 7614.00 N SCAL NONE ; f G WG NO. - M-701 . 00 do � �? ;p CAD FILE NO. PAGE ESS-���� XX OF XX PATCH EXISTING WALL �� WHERE HIGH AND I " 9y LOW LOUVER WERE. 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PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ATTIC MECHANICAL DEMOLITION PLAN SEAL DATE 11/23/2016 N to JECT NO. 14.00 SCALE 1/411=1'-0'1 G NO. ^ b a 0 s � 0 .109:. �� M-902 -000� 0 1O��P� CAD FILE NO. PAGE XX OF XX GENERALELECTRICAL NOTES ELECTRICAL DRAWING LIST SYMBOLS LIST E-001 ELECTRICAL GENERAL NOTES, SYMBOLS AND DRAWING LIST 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VISIT AND INSPECT SITE TO FAMILIARIZE E-101 1ST FLOOR ELECTRICAL LIGHTING PLAN DWALL MOUNTED LOCAL SWITCH 3 HIMSELF WITH THE EXISTING CONDITIONS ASSOCIATED WITH, BUT NOT LIMITED TO THE 37. CUT AND CAP ABANDONED FLOOR RACEWAYS FLUSH WITH CONCRETE FLOOR OR E-201 IST FLOOR ELECTRICAL POWER PLAN 3X LOWER CASE LETTER DENOTES SWITCH LEG 38PROVIDE A GROUND o FOLLOWING: BEHIND WALLS AND CEILINGS. E-301 ATTIC ELECTRICAL POWER PLAN NUMERAL DENOTES "3 WAY" CONFIGURATION o O o 0 A. EXISTING BUILDING ELECTRICAL DISTRIBUTION SYSTEM AS IT APPLIES TO THE . TBUS IN NEW PANELS. E-501 ELECTRICAL DETAILS SHEET#1 D DENOTES DIMMING CAPABILTIES LJUL nW TENANT WORK TO BE PERFORMED. 39. CONTRACTOR TO DE-RATE CONDUCTORS IN ACCORDANCE WITH THE NATIONAL E-502 ELECTRICAL DETAILS SHEET#2 B. EXISTING FIRE ALARM SYSTEM. ELECTRICAL CODE WHEN INSTALLING MORE THAN THREE (3) CIRCUITS IN A 3/4"C E-503 ELECTRICAL DETAILS SHEET#3 © CEILING MOUNTED VACANCY SENSOR 2. ALL WORK IS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS HOME RUN AND OTHERWISE REQUIRED. E-601 ELECTRICAL POWER RISER AND PANEL SCHEDULES 3. ALL WORK REQUIRING ELECTRICAL SHUTDOWN WHICH WILL AFFECT THE NORMAL 40. ALL CIRCUITS COMING OUT OF THE FLOOR PANEL MUST BE IN EMT FOR THE FIRST E-701 1 CLIENT: CONTINUATION OF' CONSTRUCTION WORK, SHALL BE DONE ON OVERTIME HOURS. 100 FEET. ALL BRANCH CIRCUITS FROM THAT POINT CAN BE BX. ALL HOME RUNS E-801 ELECTRICAL SPECIFICATIONS SHEET#1 4. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE BANK SPECIFICATIONS WHERE OVER 100 FEET MUST UTILIZE A MINIMUM WIRE SIZE OF #10 GAUGE. ALL NEUTRAL E-802 ELECTRICAL SPECIFICATIONS SHEET#2 $VS WALL MOUNTED VACANCY SENSOR APPLICABLE. CONTRACTOR TO VERIFY EXACT RECEPTACLE TYPE WITH THE COPIERS, MUST BE RUN IN #10 WIRE. E-901 1 ST FLOOR ELECTRICAL DEMOLITION PLAN ,N PRINTERS, ETC. 1.0 BE LOCATED IN THE FIELD. 41. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS. 1ST FLOOR FIRE ALARM PLAN �pV TIME CLOCK OVERRIDE SWITCH 5. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL AND GROUNDING REQUIREMENTS OF FA-101 ALL AND EXISTING EQUIPMENT TO BE USED. ALL SPECIAL PURPOSE RECEPTACLES FA-102 ATTIC FIRE ALARM PLAN INDICATED ON PLAN SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER TO ENSURE FA-601 FIRE ALARM RISER DIAGRAM, NOTES AND SPECIFICATIONS AREA VACANCY SENSOR OVERRIDE SWITCH PROPER WIRING. 3OR MngineeringD.P.C./weengineersuccess 116 West 32nd Street,12th Floor,New York,N.Y.10001 EN-001 ENERGY ANALYSIS COMPLIANCE SHEET 6. CIRCUIT NUMBERS ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO P212.643.9055 F212.643.0503 www.mgedpc.net BALANCE PHASES. REFER TO PANEL SCHEDULED FOR BRANCH CIRCUIT REQUIREMENTS. EN-002 ENERGY ANALYSIS SUPPORTIVE DOCUMENT $JR 3 WAY CEILING MTD VACANCY SENSOR OVERRIDE SWITCH W/ POWER 7. CIRCUIT WIRE SIZED OTHER THAN 2 #12-3/4"C ARE INDICATED ON THE PLAN. REFER MECHANICAL P0�"rIER NOTES: PACK MEP ENGINEER: TO PANEL SCHEDULES FOR BRANCH CIRCUIT BREAKERS OTHER THAN 1 POLE, 20 AMP. ALL CIRCUITS AND FEEDERS SHALL HAVE A FULL SIZE INSULATED GREEN GROUND 1. THE INTENTION OF THE DRAWING IS TO SHOW THE LAYOUT OF MECHANICAL EQUIPMENT AND CONDUCTOR AND BE CONNECTED TO GROUND BUS IN RESPECTIVE PANEL. MINIMUM SIZE RESPECTIVE ELECTRICAL CONNECTIONS WITH ASSOCIATED DEVICES. FOR EXACT LOCATIONS AND EM/NI EMERGENCY UNSWITCHED LIGHT FIXTURE WITH BATTERY PACK CONDUCTOR AND CONDUIT IS #12 CU, 3/4"C (EMT). MOUNTING HEIGHTS OF ALL MECHANICAL EQUIPMENT AND RESPECTIVE CONTROLS REFER TO 8. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND PROVIDING THE ACTUAL MECHANICAL DRAWINGS. USE THIS DRAWING FOR CIRCUITING PURPOSES ONLY. EM DENOTES SWITCHABLE EMERGENCY LIGHT FIXTURE WITH BATTERY PACK NUMBER OF CONDUCTORS REQUIRED FOR ALL BRANCH CIRCUIT WIRING TO SERVE THE INTENDED FUNCTION. 2. CIRCUITS ARE DESIGNATED BY THE NUMBER SHOWN ADJACENT TO EACH MECHANICAL EQUIPMENT. INDICATES NEW WALL MOUNTED QUAD ELECTRICAL 9. ALL DEVICE PLATE FINISHES/COLORS SHALL BE AS INDICATED BY ARCHITECT. REFER TO WIRING IS SHOWN ONLY UNDER SPECIAL CIRCUMSTANCES. PROVIDE ALL CONDUITS, WIRES AND BOXES Odi OUTLET/RECEPTACLE, MOUNTED AT 15" A.F.F., U.O.N. ARCHITECT'S TELEPHONE AND ELECTRIC PLAN FOR ADDITIONAL ELECTRICAL INFORMATION. REQUIRED TO ENERGIZED THE EQUIPMENT AS SHOWN. INDICATES NEW WALL MOUNTED DUPLEX ELECTRICAL 10. FOR EXACT LOCATION AND QUANTITY OF RECEPTACLES, TELEPHONE AND OTHER OUTLETS, REFER TO THE ARCHITECT'S DRAWINGS. 3. CIRCUITS NUMBERS ARE FOR REFERENCE ONLY. FIELD CONDITIONS PREVAIL. ABBREVIATIONS OUTLET/RECEPTACLE, MOUNTED AT 15" A.F.F., U.O.N. 11. MOUNT ALL WALL SWITCHES, DIMMERS, RECEPTACLES ETC. AS PER ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING 4. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR WIRING OF ALL CONTROL DEVICES AS PER GFI = DENOTES GROUND FAULT INTERRUPTER HEIGHT. POINT-TO-POINT WIRING DIAGRAMS OBTAINED FROM THE MECHANICAL CONTRACTOR. OBTAIN A AMPERE 12. THIS CONTRACTOR IS TO NOTIFY ENGINEER/ARCHITECT OF ANY CONTRADICTIONS FOUND APPROPRIATE NUMBER OF CONTROL POINTS FROM MECHANICAL CONTRACTOR AND INCLUDE PRICE FOR A/C AIR CONDITIONING INDICATES DEDICATED WALL MOUNTED DUPLEX ELECTRICAL ON THE DESIGN DOCUMENTS AND BASE THE BID ON THE MORE EXPENSIVE CONDITION. SAME IN THE BID PRICE. OUTLET/RECEPTACLE, MOUNTED 15" A.F.F., U.O.N. 13, TWO COPIES OF A REPRODUCIBLE AS-BUILT MARKED-UP DRAWING, SHOWING CONDUIT A.F.F. ABOVE FINISH FLOOR RUNS AND CIRCUIITING MUST BE GIVEN TO ARCHITECT, ENGINEER AND BUILDING MANAGER 5. ELECTRICAL CONTRACTOR SHALL SUBMIT FOR EQUIPMENTS APPROVAL THE SHOP DRAWINGS. A.R. AS REQUIRED INDICATES DOUBLE DUPLEX RECEPTACLE AT THE COMPLETION OF THE JOB. REFLECTING ALL SEQUENCE OF OPERATION SCHEMATICS AS PER HVAC SPECIFICATIONS. 14. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL EXISTING ELECTRICAL WORK ARCH ARCHITECT SHADING INDICATES SEPARATE CIRCUIT WHICH INTERFERES WITH THE NEW ARCHITECTURAL AND ELECTRICAL LAYOUTS. ALL WORK 6. PROVIDE MANUAL MOTOR STARTER SWITCH WITH INTEGRAL THERMAL OVERLOAD PROTECTION AT EACH WHICH IS NO LONGER REQUIRED TO FUNCTION SHALL BE DE-ENERGIZED AND FN SQUARE "D" CLASS 2610, TYPE FG-1. B.B. BASE BUILDING INDICATES NEW INSULATED WALL MOUNTED DUPLEX DISCONNECTED AT THE SOURCE OF POWER SUPPLY. BLDG BUILDING ELECTRICAL OUTLET/RECEPTACLE, MOUNTED AT 15" A.F.F., 15. PANEL DIRECTORIES SHALL BE COMPLETELY FILLED IN AT COMPLETION OF JOB. 7. SUPPLEMENTAL AIR CONDITIONING EQUIPMENT, HEATERS, PUMPS INSTALLED ON THE FLOOR AND/OR U.O.N. 16. ANY EXISTING WORK DAMAGED AS A RESULT OF PERFORMING THE WORK OF THIS ABOVE HUNG CEILING BY OTHERS. PROVIDE DISCONNECT SWITCHES, CONTROLS (BMS, FA, ETC.) AND C, CDT CONDUIT CONTRACT SHALL BE REPAIRED OR REPLACED AS REQUIRED. MATERIAL AND FINISH TO MAKE CONNECTIONS AS SHOWN. CONTRACTOR TO PROVIDE ALL MOTORS/FANS OVER-CURRENT C/B CIRCUIT BREAKER INDICATES NEW COMBINATION FLOOR MOUNTED DUPLEX ELECTRIC MATCH EXISTING TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. PROTECTION DEVICE. COORDINATE/REFER TO HVAC EQUIPMENT LOCATIONS, SCHEDULES FOR ® ND VOICE/DATA RECEPTACLE. 17. CORRECT NEW WORK TO EXISTING WORK IN A NEAT AND ACCEPTABLE MANNER. OVER-CURRENT PROTECTION SIZE, FA DEVICE AND EACH ASSOCIATED CONTROLS. CCN CLOSED CIRCUIT TELEVISION 18. DISPOSE OF REMOVE RACEWAY, WIRE, PANELS, ETC., AS DIRECTED BY BUILDING CLG CEILING INDICATES NEW WALL MOUNTED SINGLE GANG COMBINATION MANAGEMENT. 8. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC UNITS AND FANS FOR INTERLOCKING-AUTOMATIC 19. ALL RACEWAYS W141CH BECOME EXPOSED BEYOND FINISHED SURFACES BECAUSE OF THE CONTROLS. CRAC a COMPUTER ROOM AIR CONDITIONER ® VOICE/DATA OUTLET/ RECEPTACLE OUTLET MOUNTED AT 15" ALTERATION WORK SHALL BE REMOVED AND REROUTED BEHIND THE FINISHED SURFACES. A.F.F., VOICE/DATA CABLING BY OTHERS. 20. CUT BACK TO FLOOR, WALL OR CEILING AND PLUG BOTH ENDS OF CONCEALED 9. EXHAUST FANS & CONTROLS EXACT LOCATION TO BE COORDINATED WITH HVAC DRAWING. PROVIDE DEPT. DEPARTMENT CONDUITS MADE OBSOLETE BY THIS ALTERATION. REMOVE EXPOSED CONDUITS, OUTLET DISCONNECT SWITCHES, OVERCURRENT PROTECTION DEVICE AND EACH ASSOCIATED CONTROLS DN DOWN BOXES AND HANGERS MAKE OBSOLETE BY ALTERATION UNLESS DESIGNATED TO REMAIN. CONNECTIONS. REFER TO HVAC DRAWINGS/EQUIPMENT SCHEDULES FOR SPECS, CONTROLS, ALL UNUSED WIRE: SHALL BE REMOVED. OVER-CURRENT PROTECTION SIZE, ETC.. AND WITH MANUFACTURER FOR COMPLETE DP DISTRIBUTION PANEL 21. WHERE DEMOLITIOIN IS TO TAKE PLACE IN THE AREA OF THE BUILDING, FIRE SAFETY POWER/CONNECTION REQUIREMENT. DWG DRAWING PROVIDE POWER & J-BOX FOR A/V FOR TENANT HOOK UP EQUIPMENT SUCH AS SMOKE DETECTORS, SHALL BE PROTECTED. 22. ANY FIRE SAFETY EQUIPMENT AND THIS ASSOCIATED CONDUIT AND WIRING SYSTEM SHALL AND VARIOUS SENSORS SHOWN PANELS 10. INSTALL AND WIRE ALL CONDENSATE PUMPS, LEAK DETECTION E, EX EXISTING NOT BE HARMED DURING DEMOLITION AND/OR CONSTRUCTION AND SHALL BE PROTECTED / /.� FROM ANY PHYSICAL DAMAGE. ON HVAC DRAWINGS OR SPECIFICATIONS. PROVIDE (1)-CEILING OR WALL MOUNTED DUPLEX EMT EMPTY ` HOMERUN TO DESIGNATED PNELBOARD 23. REFER TO DRAWINGS FOR FIRE ALARM DEVICE LAYOUT AND RISER DIAGRAM. RECEPTACLE TO FEED CONDENSATE PUMP. COORDINATE RECEPTACLE EXACT LOCATION IN THE FIELD. EM EMERGENCY 24. ALL NEW VOICE AND DATA WIRING IN CEILING PLENUM SHALL BE TELFON-COATED OR 11. CONTRACTOR SHALL COORDINATE THE QUANTITY AND LOCATION OF ALL EXISTING DUCT SMOKE EQUIP EQUIPMENT T THERMOSTAT RUN IN EMT CONDUIT. NEW WALL OUTLETS SHALL RECEIVE 1" EMPTY CONDUIT STUB-UP O DETECTORS WITH HVAC MECHANICAL DRAWINGS. ALL DUCT SMOKE DETECTORS SHALL BE TIED-IN WITH DRAG WIRE ,AND JUNCTION BOX. WITH FIRE ALARM SYSTEM, ALL RELAYS AND WIRING PROVIDED BY ELECTRICAL CONTRACTOR. FIXT FIXTURE 25. EACH COMBINATION DATA/TELEPHONE AND DATA OUTLET SHALL UTILIZE 1" E.M.T. COORDINATE WITH MECHANICAL CONTRACTOR AND FIRE ALARM SYSTEM MAINTENANCE VENDOR PRIOR FL FLOOR JO ❑ JUNCTION BOX STUBBED UP TO DUNG CEILING FROM JUNCTION BOX. TO INSTALLATION. REFER TO ELECTRICAL AND HVAC DRAWINGS FOR QUANTITY AND LOCATION. 26. ALL NEW TELEPHONE, ELECTRIC AND DATA OUTLETS TO BE INSTALLED ON A WALL FLUOR FLUORESCENT SHOULD BE FLUSH MOUNTED WITH THE FINISHED WALL SURFACE. OCP CONDENSATE PUMP 27. CONTRACTOR SHALL COORDINATE ALL NEW TELEPHONE CONDUITS RUNS WITH TELEPHONE G, GND GROUND COMANY REPRESENTATIVE28. CONTRACTOR TO PROVIDE ANE FORE EMPTY CONDUIT SYSSTARTING HIS TEOM AND OUTLET BOXES FOR SECURITY SYSTEM NOTES GFI GROUND FAULT INTERRUPTER INSTALLATION OF NEW SECURITY SYSTEM. VERIFY EXACT REQUIREMENTS WITH SECURITY OLD LEAK DETECTOR HVAC HEATING, VENTILATING & AIR CONDITIONING VENDOR. 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR EMPTY CONDUIT ROUGH-IN FOR 29. PROVIDE CABLE TV JACKS AND CABLING, COORDINATE WITH TEL/DATA REP. THE SECURITY SYSTEM, TELECOM SYSTEM AND AV SYSTEM. LP LIGHTING PANEL 30. ALL OPEN FLOORS OUTLETS, NOT USED, SHALL BE CAPPED. 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL KW KILOWATT T THERMAL OVERLOAD SWITCH 31. ALL HOLES IN SUkBS OR WALLS SHALL BE SEALED WITH APPROPRIATE FIRE RATED 120 VOLT POWER WIRING FOR THE SECURITY SYSTEM. MATERIALS. 3. PROVIDE FIRE ALARM SYSTEM TIE-IN WHERE REQUIRED. LS LIFE SAFETYISSUED FOR PERMIT AND BID 02-01-17 32. DISCONNECT LOAD AND LINE END OF CONDUCTORS FEEDING EXISTING EQUIPMENT TO BE 4. THIS CONTRACTOR SHALL CONTACT THE SECURITY VENDOR TO VERIFY HIS FULL 0AD MOTORIZED DAMPER RELOCATED OR REMOVED. SCOPE OF WORK. MANF MANUFACTURER ISSUED FOR 80% 01-13-17 33. REMOVE CONDUCTORS FROM EXISTING RACEWAYS TO BE REWIRED. 5. PROVIDE JUNCTION BOX WITH BUSHED HOLE COVERPLATE FOR EACH SECURITY MAX NAXIMUM 34. TAPE BOTH ENDS OF ABANDONED CONDUCTORS AND CAP OUTLETS AND ABANDONED DEVICE. COORDINATE WITH SECURITY DRAWINGS. ISSUED FOR REVIEW 01-10-17 RACEWAYS. 6. ALL SECURITY SYSTEM DEVICES AND WIRING WILL BE PROVIDED AND INSTALLED MECH MECHANICAL /0/ PROGRESS 12-22-16 MOTOR Y SECURITY SYSTEM CONSULTANT UNDER SEPARATE CONTRACT. MIN MINIMUM 7. PROVIDE SINGLE GANG BOX & 1" EMPTY CONDUIT STUB-UP WITH DRAGLINE FOR ALL SECURITY DEVICES. REFER TO SECURITY CONSULTANT DRAWINGS FOR MTD MOUNTED NO. REVISION DATE BY ADDITIONAL INFORMATION. 3-POLE (SAFETY) SWITCH, NUMERAL N NEW INDICATES AMPACITY. N.I.0 NOT IN CONTRACT I LIGHTING FIXTURE SPECIFICATIONS: No., # NUMBER HU HOLD UP BUTTON Itect"ure 1. REFER TO ARCHITECTURAL DRAWING A-202 FOR LIGHTING FIXTURE INFORMATION. N.T.S. NOT TO SCALE Q HUB STROBE O.C. ON CENTER RE RELOCATED EXISTING EQUIPMENTKP KEYPAD TPG ARCHITECTURE, LLP REQ'D REQUIRED 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 SPEC SPECIFICATION WOQ CAMERA- WAIL MOUNTED 631.547.7300 1 TPGARCHITECTURE.COM SW SNITCH IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 1=10CAMERA- CEILING MOUNTED AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT TEL TELEPHONE C PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE T/F, XFMR TRANSFORMER LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND DC DOOR CONTACT COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, TYP. TYPICAL OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, U.O.N UNLESS OTHERWISE NOTED OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED UP UTILITY PANEL BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. V VOLT PROJECT W/ WITH CAPITAL ONE WP WEATHER PROOF ENCLOSURE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ELECTRICAL GENERAL NOTES, SYMBOLS AND DRAWING LIST PLAN SEAL DATE 11/23/2016 P OJECT NO. 7614.00 CALE NTS Lti DWG NO. c a W E-001 . 00 CAD FILE N0. PAGE 1 OF 12 E!.ECTP;CAL/ NIE C HAN!CA,L ADA ATTIC ADA PRIVATE I 1A CORRIDOR RESTROOM STAIR RESTROOM DREAK ROOM OFFICE LT,R00� Rook"i 110 01111 -.� 0 1- 0 5� EL-1 1,_07 1,39 1': L,:Ll 2 7 J. CLIENT: A AM 7 LIGHTING NOTES: T. 1. FOR EXACT LOCATION, MOUNTING HEIGHTS AND SPECIFICATIONS OF ALL 4 ---- --i - ----- V=ngineefing D.P.C./ween we engineer success 17� A IGHTING FIXTURES, SEE ARCHITECTURAL DRAWINGS. L 116 West 32nd Street,12th Floor,New York,N.Y.10001 I_, 2. CIRCUITS ARE DESIGNATED BY THE NUMBER SHOWN ADJACENT TO EACH P 212.643.9055 F 212.643.0503 www.mgedpc.net LIGHTING FIXTURE OR JUNCTION BOX. WIRING IS SHOWN ONLY UNDER SPECIAL --J --d CIRCUMSTANCES. PROVIDE ALL CONDUIT, WIRE AND BOXES AS WELL AS MEP ENGINEER: -7 '-----',,71ME--C-LOCK'-ANb�-RELAYS'--FOR--OUT 2 L-3 CEILING OUTLETS AND WHIPS REQUIRED TO ENERGIZE LIGHTING FIXTURES AS LIGHTS-AND PARKING LOT LIGHTS SHOWN. y r2 3. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS AND 25) 25 25 m ABOVE HUNG CEILING, U.O.N., OR WHERE REQUIRED. FINAL CONNECTIONS TO J 27 LIGHTING FIXTURES SHALL BE MADE WITH WIRING HAVING 99C RATED q_7 q7 23 11L 7" 2� [".] INSULATION. 21 L-7 L-9 4. LIGHTING FIXTURES DESIGNATED WITH 'EM' INDICATES EMERGENCY FIXTURE. STOPP­ 23 EX TT tR ZONE CONTROLLER C� PROVIDE BATTERY PACK AS REQUIRED (CONSTANT POWER SUPPLY) AND EMERGENCY RELAY. 25-- 1-----2, 5 25____ 23 Em 0 VS , -',-'�EMO 5. LIGHTING FIXTURES DESIGNATED WITH 'NL' INDICATES UNSWITCHED NIGHT LIGHT : - EME3 01 1 7 L i,, P L-17 rX FA [_x v- FIXTURE. (CONSTANT jU POWER SUPPLY). 21 7� 6. SWITCHING DESIGNATIONS ARE SHOWN BY THE LOWER CASE LETTER NEXT TO 21 VS___j THE LIGHT FIXTURE. FOR EXACT SWITCHING ARRANGEMENTS REFER TO 7 23 23 I ARCHITECTURAL DRAWINGS. [3 7. ALL PENETRATIONS AND OPENINGS SHALL BE FIRE STOPPED WITH BUILDING EM 14k L-7 _3 \ L-7 I I APPROVED FIRE STOPPING MATERIALS. CASH VAIORK f 1 1 8. COORDINATE EXACT CEILING MOUNTED AND WALL MOUNTED VACANCY SENSOR R00111 271 PLACEMENT WITH WATTSTOPPER MANUFACTURER FOR OPTIMAL USE. @ ­-)1 1 1 01 04 23 E M 9. LIGHTING CIRCUITING SHOWN HERE IS FOR INFORMATIONAL PURPOSES ONLY. P EM EX EM 1 ------ UTILIZE SPARE AND EXISTING CIRCUITS MADE AVAILABLE THRU DEMOLITION IN 1 'k� 23 23 221 EXISTING ELECTRICAL PANELS FOR NEW LIGHTING CIRCUITING. 13 0 -7 -7 10. ELECTRICAL CONTRACTOR TO ENSURE WALL MOUNTED SWITCHES ARE NOT '25 L-3 L L JAMTOR'S 11. ALL NEW OPEN AREAS AND CORRIDOR LIGHTING SHALL BE CONTROLLED BY BLOCKED BY DOOR OPENING. COORDINATE WITH ARCH DOOR SCHEDULES. ---------------- + L-2 L-2 WATTSTOPPER ZONE CONTROLLER (TIME CLOCK) LMZ-301. 1 Og 12. REFER TO E-500 DRAWING SERIES FOR ADDITIONAL LIGHTING CONTROL F. r EM DETAILS. luad U6AT41_�i 13. ALL OUTDOOR PERIMETER LIGHTING FIXTURES SHALL BE CONTROLLED VIA 0c: 14k 1 Oc 10c PHOTOCELL. EXACT MOUNTING OF THE PHOTOCELL SHALL BE DETERMINED IN L-513 1 1 og THE FIELD, COORDINATE LOCATION WITH ARCHITECT. PROVIDE SEPARATE TIME k '21 -7 q-7 q_7 211, 1 RB WORK CLOCK AND RELAYS FOR EXTERIOR PERIMETER AND PARKING LOT FIXTURES. OR 3-j L__j -11EA Ar CONTRACTOR MAY REUSE EXISTING TIME CLOCK AND RELAYS, PROVIDED THEY EM i 0$Sb$C3lf g$OV 1 8b R_8 PERFORM AS PER BANK'S REQUIREMENTS. EM 3 8bq-8 8bq 14. UNLESS OTHERWISE NOTED, NEW LIGHTING CIRCUITS ON THIS DRAWING SHALL I 4o EM _8 BE CONNECTED TO EXISTING LIGHTING PANELS. REFER TO DRAWING E-601 TELLER PODS INSTALL SWITCH ES/OVERIDES1 4 1 Oc 1 Oc 1 Oc FOR INFO. ELECTRICAL CONTRACTOR MAY MAINTAIN EXISTING CIRCUITRY FOR _N E&AN $.M 1 q Lo—, :p I ' 0 q-7 q-7 q-7 -7 ROOM q-7 mm� THE OUTDOOR FIXTURES IF POSSIBLE, MODIFY CONTROLS TO SATISFY CAPITAL EX 7 Ex 27 Fx 27 EX 7 Ex 27ONE BANK REQUIREMENTS. 6d I_,-—J, 15. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER PACKS, L-16 CONTROLLERS. EM RELAYS, ETC AND ALL ASSOCIATED ACCESSORIES. L4(4') �k; 31 CONTACT RAPHAEL ALMEIDA OF WATT STOPPER AT 516-271-5491 F119 10 F139 EM EX FOR LIP-TO-DATE LIGHTING CONTROLS AND INFORMATION. 8b EX EX 6e L- 6 VESTIBULE 16. ELECTRICAL CONTRACTOR SHALL OBTAIN POINT-TO-POINT WIRING 8b -8 q-8 8bq-8 EM DIAGRAMS FROM WATTSTOPPER, CONTACT RAPHAEL ALMEIDA. 4a I Oc 2 EM NL 4o 12i > 2 L "'15 6 q-7 01-7 UL-7 O� 13 e L- 7 L-7 PAVILION Ex L-1 1 6d 1.7 EX e LL i 8bq-8 8bol-8 EM 4a 4o 1 Oc I Oc 10C r R-7 q-7 01-7 E1_7 8f 8f aq 9 fI L5A(4) RB STATION F111 6d ISSUED FOR PERMIT AND BID 02-01-17 L4(6) 9 EX cl EX [6e L 6 la- LIGHTING CONTROLS BALLAST/DRIVERLLAMP g ......... ......j 8f L-13 EM ISSUED FOR 80% 01-13-17 - 4 - 1 8b _4 COORDINATION WITH CONTROLLER/POWER PACK AIL 01-10-17 e L- 6 ISSUED FOR REVIEW ..----j bq-8 CL-8 � 1 1 1 8 EM EM 4o EM i 40 1 Oc 10c L-7 THE CONTROLLER TYPES SHALL BE REVIEWED AGAINST THE FINAL FIXTURE SELECTION. THE 14 14 *.-_.- �`11:5,111;,"�­­j �'� , PROGRESS 12-22-16 I I I Y I I i 3... ' h f l I`% s. 1 q-7 CONTRACTOR SHALL PROVIDE THE APPROPRIATE CONTROLLER OR POWER PACK FOR THE q-7 Oc I te L-1 6 01-7 L FIXTURES CONTROLLED. NO. REVISION V, DATE BY DEPENDING ON THE LIGHT SOURCE TYPE ADDITIONAL MODULES MAY BE NEEDED TO PROVIDE RB STATION 6d ............."", PROPER CONTROL OR DIMMING. L4(6) fie L 6 01118 EM REFER TO THE E500 SERIES DRAWINGS FOR TYPICAL WIRING DETAILS. CL-7 V 7 4o 4a 4o 01-7 q-7 6e L-16 EM EM 9 ---- --- 4o 10C 10C _j /* 1\1 9 6d 2(n FE] 01-7 .1 EX L-1 1 EX 0 L4(4) 01-7 q-7 LEGEND: TPG ARCHITECTURE, LLP d te, 10g DENOTES CIRCUIT#10 IN PANEL "LP-1" 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 EM/NL EM/N NL 21 21 r__ 631.547.7300 TPGARCHITECTURE.COM ;4 OR 2 2 2 13 13, q,, L-7 L-7 13 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN i �� i ]^ g,�sAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT EM 10C 10C PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE RB STATION LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND C41 q-7 COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, -7 EM/NL EM/NL NL 'r L5A(4') OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 12 2 21 21 1 1 21 13 2 OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED L12 21 L5A(4)R-7 q_7 01-7 BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 9 -7 PROJECT EX EX C 3 F 9 7 L Z CAPITAL ONE EX 27 EX 27 .3.1.w:.3 31 RECONNECT SEVEN (7) EXISTING 0 EX Embi Ed EM61 EX EXO MATTITUCK, NY L1GHTS--IN HE EXTERIOR-SOFIT- 11700 MAIN ROAD (CKT#31), �EFER TO ARCHITECTURAL 1 L ELEVATIONS: FOR DETAILS. 31 MATTITLICK, NY 11952 L 0 EX EX DRAWING 1 ST FLOOR ELECTRICAL LIGHTING EX EX PLAN A 71 ,J 24 ITR ATM PRIVATE SEAL DATE 11/23/2016 R0`,3'.1 V�hIBULE Or tie ECT NO. 7 .00 E f2-- SCALE 1 1-091 DW 0. W A 4 f4 6 el te P21 E M % �- E- 101 0 0 O 065 `0 �SS\__ CAD FILE NO. PAGE 2 OF 12 ELE-C1 RICAL NI'CHANICAL ADA ATTIC ADA PRIVATE LT. ROOIV ROOM C 0,'-�"R 1:D 0 R RESTROOM STAIR R-�STROOM BREA',ROOM OFFICE L ........ 01 108 01-103 01-110 —— =_1 1"Dil—, =07-1 IE— 01 17=11, C) 7- POWER NOTES: CLIENT: —77T777= AN j SCID ACC-1 1 FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL POWER, TELEPHONE/DATA 00 EXP ACC_ _�_ACC-4 OUTLETS, ETC., SEE ARCHITECTURAL DRAWINGS. ACC-5 2. CIRCUITS ARE SHOWN BY THE DESIGNATED PREFIXES LETTER AND CIRCUIT NUMBERS DVR UPS :.s=._1ADJACENT TO EACH RECEPTACLE. WIRING IS SHOWN ONLY UNDER SPECIAL MEngineering D.P.C./we engineer success CIRCUMSTANCES. PROVIDE CONDUITS, WIRES, AND BOXES REQUIRED TO ENERGIZE POE 116 West 32nd Street,12th Floor,New York,N.Y.10001 p �w 90A 01 40A ... ... 30Awp THE EQUIPMENT AND JUNCTION BOXES. SEE ARCHITECTURAL DRAWINGS. A' % '7 032'­ 1,9,2.1 P212.643.9055 F212.643.0503 www.mgedpc.net 3. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY, FIELD CONDITIONS WILL PREVAIL. PROVIDE 10 DATA r__ ____ _ __ I _� I - ­_ 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS AND ABOVE DROPS TO IT ROOM. "(1V MEP ENGINEER: f'I:z HUNG CEILING, U.O.N. 3/4- SHALL BE THE MINIMUM SIZE CONDUIT INSTALLED. NO. COORDINATE Ilk ASS-111,10-Y "0 12 THHN SHALL BE MINIMUM WIRE SIZE AND SHALL BE USED FOR ALL BRANCH LOCATIONS WITH IT WIRING UNLESS OTHERWISE NOTED. R/20 VENDOR 29 5. ALL SIGNAL AND TELEPHONE CABLES THAT RUN ABOVE HUNG CEILING SHALL BE TEFLON INSULATED AND JACKETED. 1=T1 L/22' 6. CORE DRILL / TRENCH FLOOR FOR ALL FLOOR MOUNTED POWER DATA OUTLETS. I R/18,120 L/22 @ 48"AF/f!!V4 12 COORDINATE WITH ARCHITECT. TYPE, QUANTITIES AND LOCATIONS SHALL BE GFI GFI 7'� EHU @ �j DESIGNED AND EVALUATED FOR FLOOR STRUCTURAL EXPOSURE AND FIRE RATING OF -481 ,x' 8 ---1"` M 23 25 I E 1 481, L AM [7 THE FLOOR BEFORE CONSTRUCTION BEGINS. 7. CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND STRUCTURAL ENGINEER ALL U-1 CEILING AND WALL PENETRATIONS PRIOR TO ANY INSTALLATION OF ANY WORKS. L6.3 5 Q CU-2 8. ALL PENETRATIONS AND OPENINGS SHALL BE FIRE STOPPED WITH BUILDING t L imm ..... ........... [7W. j SECURITY PANEL� iMD) CU-3 APPROVED FIRESTOPPING MATERIAL. 6 MON T' I�L2 9. ALL IT EQUIPMENT BRANCH CIRCUITS SHALL BE #10 AWG MINIMUM. HU "=CS-1 10. ALL IT ROOM CIRCUITS SHALL HAVE SEPARATE NEUTRALS AND GREEN GROUND WIRE. 11. POWER CIRCUITING SHOWN HERE IS FOR INFORMATIONAL PURPOSES ONLY. UTILIZE CED C poolovi SPARE AND EXISTING CIRCUITS MADE AVAILABLE THRU DEMOLITION IN EXISTING ASH 17 R/2 7 --j ELECTRICAL PANELS FOR NEW POWER CIRCUITING. 1014 'J 12. UNLESS OTHERWISE NOTED, ALL CIRCUITS SHALL BE CONNECTED TO EXISTING 120V J PANELS. REFER TO PANEL SCHEDULES FOR CIRCUITING INFO. RF-1 CS 1JANITOP,'S CLO,/25 CU i R U 30 L/3 GF CU-3 L/34 L/ 8 R/17] R/2 -,==/ RI,2do@ .48" CU-2 A CP-2 RR;;19: CC-1 POWER KEY NOTES: 21 !gj RP-1 L/21 R9 WORK CH-1 F-11 CONTRACTOR SHALL PROVIDE ONE 1" CONDUIT FOR POWER AND ONE 2" CONDUIT FOR AR,'A LOW VOLTAGE. ------- ❑ �2 u. .......rO PER MILLWORK _-=VI4 i i CAV TOWER L/24 mi CONTRACTOR SHALL COORDINATE FINAL CONNECTION WITH TABLE PROVIDER AND CAV-2 MCC1 ARCHITECT. CU-1 1-111-1-IR PODS CD-1 CJ_1 IL-1 CU-2 --R/li F�_1013_1_ CP-2 L/23 7 CU-3 CAS 1 CAS-2 ------ zq AMT R/10 RP-11 NOTE: �Jl 10 me CH-1 QTIBULE 'P VE1.1 REFER TO ARCHITECTURAL DRAWING A-301 FOR ADDITIONAL KEYNOTES DIS.........­­­­­ -co > NN WAHING CU-1 t C-Ip-1- PAVILION CC 1 CU-2 Ll I=P2 CU-3 4" CAS-1 R 14 CAS-2 M mv 1i R/16 - RP-1 @7 R/12 L/25 M[m CH-1 R/7 CU-1 0 RB STATIO'Ll _j CU-2 0 -3 9 T 1,7-1 CU C_ gg I I i _ ,a ' ` IM 0 ISSUED FOR PERMIT AND BID 02-01-17 r R/1 '77" H.U. CAS 1 R/4 A.F.F. m CAS-2 ISSUED FOR 80% 01-13-17 ............ RP-1 Cx P T CH-1 1l3 ISSUED FOR REVIEW 01-10-17 T v djl R7 15I i IV "'f PROGRESS 12-22-16 1iU CU-1 CEDii 10 N! CU-2 RB STA: M .. .... _01 __�i NO. REVISION DATE BY CU-3 Ll 118 ¢ I % - . _ nl ..' R CU-1 CU 2 ` CAS-1 M FT CAS-2 I CU-3I � ` RP-1 P.IR L'o k '0 -] mLOJ R/4 M" CH-1 R ,)K E-H U] IJ E_ CAV-2 C F CC-1 C CJ-1 C `I ;. PCIJ ii TPG ARCHITECTURE, LLP R 1 3 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 `r ( 'S] 631.547.7300 1 TPGARCHITECTURE.COM L CU-1 k, CU-2 ji 3 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 4E G RB STATION ACZ4 k" I I z )I,, k'.. _..._ _._ - AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT Z� _J U_ -2 J M/27,29 ATM k f PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE R 2 1. CU-2 LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND J R/I 3 [HE -1 H��u r CU ATM = " " I COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, /5,7 ------- PH 11 OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED R/7 R/11 BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. R/241 R/5,7 m ---- r- PROJECT MINI mmmmm L men*wjwmfifm (D 0 CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD L:1 MATTITUCK, NY 11952 DRAWING I �� I i �� g 1ST FLOOR ELECTRICAL POWER PLAN ATM 10-4 HR ATM PRIVATE " ­ SEAL DATE 11/23/2016 ROOM VE'S"I'D'ULE OFFICE 11, �62D 7614.00 k!.J SCALE --A 1/411= -011 V DW LU is� �.. _ E-201 . 00 /21.2 L 2/7 Y, ir_1j__ R/ 7 71, 3 Imm M I11, MIR 1 0 155r,1 CAD FILE NO. PAGE )%,()PESS\ 3 OF 12 0 CLIENT: _. I s AEngineering D.P.C./we engineer success F—1 116 West 32nd Street,12th Fbor,New York,N.Y.10001 P 212.643.9055 F212.643.0503 www.mgedpc.net 1 MEP ENGINEER: s A f � I _ - I PULL DOWN STAIR OPENING ! z 3 I 7 � P 2 } I i I ' F S i (7 2 7.77.S1f� t I 1 I {ti t i k ISSUED FOR PERMIT AND BID 02-01-17 E ISSUED FOR 80% 01-13-17 ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 NO. REVISION DATE BY 7PO flu � M I i a I i 4 i TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 I 631.547.7300 1 TPGARCHITECTURE.COM ¢ ! IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN _ AN ELECTRONIC FORM, THE RECIPIENT AGREES TO THE FULLEST EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE ATTIC OPEN JOIST NO FLOOR ATTIC WITH FLOOR ATTIC OPEN JOIST NO FLOOR MATTITUCK, NY11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ATTIC ELECTRICAL POWER PLAN SEAL DATE 11/23/2016 o JECT NO. 761 .00 N E }. SCALE DWG . WE-202 . 00 CAD FILE N0. PAGE 4 OF 12 P SECURE THREADED ROD WITH APPROPRIATE DOUBLE SHIELDED SEE DETAIL BELOW EXPANSION BOLTS. LJC�J o 1/2" THREADED GALV. STEEL RODS CONDUITS 1-1/2" SQ. 12 GA. MIN CLIENT: EXPANSION SHIELDS GALV. STEEL STRUT (CHANNEL) � PROPERLY SIZED AN i FOR LOAD s I BLDG. STEEL LOCK NUT 36" MAX = Id'�Fngineering D.P,C./we engineer success C-CLAMP WASHER MAY BE 116 West 32nd Street,12th Floor,New York,N.Y.10001 r — •� ` �— ` OMITTED WITH 100 LB CCt k1tAL SIRMS NOTES: — — P 212.643.9055 F 212.643.0503 www.mgedpc.net MAX LOAD ON 22 GA CONDUIT STRAP WHEN FOLDED. 1. CONTRACTOR MAY USE A CONDUIT SUSPENSION SYSTEM MEP ENGINEER: EQUIVALENT TO 1HAT WHICH IS DETAILED, HAVING SIMILAR SQUARE WASHER TIGHT FEATURES SHOWN AND APPROVED IN ADVANCE BY THE AGAINST BEND (TYP.) ;y^ ENGINEER. CONCRET" ANCHOR 2. CONDUIT SUSPENSION SYSTEM SHALL BE INDEPENDENT OF ANY OTHER SUSPENSION SYSTEM V'11�__HANGER ROD 3. SHOP DRAWINGS DETAILING. THE INSTALLATION AND LAYOUT ' -ro OF CONDUIT SUPPORTING SYSTEM SHALL BE SUBMITTED TO s1ML SMITHE ENGINEER FOR APPROVAL PRIOR TO START OF WORK. 01"lleft) TYPICAL. UPPER ATTACHMENT DEVICE C—CLAMP WITH RETAINING CLIP CONDUIT HANGER DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE Q STUD WALL .i *•• FIRE RATED CONCRETE WALL �•. :tit • •�s•= AMMING MATERIAL :art*•.» 3M FIRE BARRIER FS-195 WRAP/STRIP FIRE RATED CONCR '�' •�*�•� • r OR MINERAL WOOL 3M FLOOR SLAB OR CERAMIC FIBER 1 TO 2 HOUR FIRE RE BARRIER CP FIRE 25 CAULK • WALLBOARD 3M FIRE BARRIER FS-195 WRAP/STRIP IS BUTTED 3M FIRE BARRIER SECURELY AGAINST THE + ••, WALLBOARD CP M CAULK OR y Vii.- MP MOULDABLE PUTTY *_ DAMMING MATERIAL FIRE RATED CONCRETE INSULATED METAL (MINERAL WOOL OR FLOOR SLAB •� 3M FIREDAM \--CONDUIT PIPE/CONDUIT CERMAMIC FIBER) • 150 CAULK L 3M FIRE BARRIER METAL CONDUIT (TYP.) k 4P 16. 3M FIRE BARRIER CONDUIT FS-195 WRAP/STRIP 11� CP 150 CAULK NOTESUL SYSTEM /91 3/16 (5mm) NOTES: '4 UL SYSTEM $170 UL SYSTEM #161 MAXIMUM 1. THE MAXIMUM ANNULAR SPACE TO BE FILLED IS 3", AND THE MINIMUM ANNULAR SPACE ANNULAR SPACE IS 3/4". 1. A 1"(25mm) MIN. THICKNESS OF 3M FIREDAM 150 CAULK SHALL BE INSTALLED FIBERGLASS INSULATION 2. FS-195 WRAP/STRIPS ARE FRICTION FIT INTO THE OPENING OR SECURED WITH 16 AROUND THE CONDUIT ON BOTH SIDES OF THE WALL. AN ADDITIONAL J"(6mm BEAD O 0 GAUGE STEEL TIE WIRE OR ALUMINUM FOIL TAPE AND SLID INTO THE OPENING SHALL BE PLACED AROUND THE PERIMETER OF THE OPENING OVERLAPPING THE WALL 3M FIRE BARRIER WITH A MINIMUM 1/4" BEAD OF CP 25 CAULK. 1"(6mm) MINIMUM. RC-1 3. THE MINIMUM ANNULAR SPACE MUST ACCOMADATE THE MINIMUM NUMBER OF FS-195 RESTRICTING WRAP/STRIPS REQUIRED PER INSULATION THICKNESS. SEE TABLE 1 BELOW. 2, A 1-1/2"(72mm) MIN. THICKNESS OF MINERAL WOOL DAMMING OR CERAMIC FIBER COLLAR INSULATION IS REQUIRED IN THE PENETRATION AROUND THE CONDUIT AND RECESSED STEEL HOLLOW WALL SCREW ANCHORS TABLE 1 2"(50mm) MIN. FROM EACH SIDE OF THE WALL. STEEL HOSE CLAMP (OR EQUIVALENT) 3/16" (5mm) X 1 WRAP CAULK INSULATION 1/2' (38mm) LONG, MINIMUM, WITH 1 1 WRAP 1" DEPTH 1" THICK 3, A 1"(25mmm) MIN. CLEARANCE IS REQUIRED BETWEEN ADJACENT CONDUIT AND THE 1/4" (32mm) FENDER WASHERS 2 WRAP 2" DEPTH 2" THICK PERIMETER OF THE THROUGH OPENING. 3 WRAP 3" DEPTH 3" THICK 4. THESE RECOMMENDATIONS ARE BASED ON PRODUCT PERFORMANCE PER ASTM E-814(UL 1479) FIRE TEST AND UL THROUGH-PENETRATION FIRESTOP SYSTEM /170 UL SYSTEM 147 ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 FIRESTOPPING FOR CONDUIT THROUGH CONCRETE f BLOCK WALL FIRESTOPPING FOR CONDUIT THROUGH GYPSUM BOARD FIRESTOPPING FOR CONDUIT THROUGH FIRE RATED FLOOR SLAB ISSUED FOR REVIEW 01-10-17 NOT TO SCALE NOT i0 SCALE NOT TO SCALE PROGRESS 12-22-16 NO. REVISION DATE BY N � Itectu TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 I TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ELECTRICAL DETAILS SHEET#1 SEAL DATE 11/23/2016 P Ivo. 614.00 GF SCALE NTS A �P No. v In I E-501 . 0 0 O AROFESSNfl�,P� CAD FILE N0. PAGE 50F12 Norval Switched SenseEner enc Power Out Emergency Vior (Red 18AWG) (Red 12AWG) Lighting � On, Off Control Device Load Relay 0-10VDC Dimming • PowerpockWoll Switch Ballast Required Normal Line Normal Lighting CLIENT: Normal Neutral Emergency Neutral (White 18AWG) (White 18AWG) _P111 J _. Normal Power Sense Emerqency Power In Normal Neutral (Black 18AWG) (Black 12AWG) "Sensing" "Switching" Line Line OMEngineefing D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpe.net Cut jumper loop MEP ENGINEER: OLNI to use with OO O 00 Normally Closed ELCU-200 0) d � >, s -test switch Emergency Pusn Normal Lighting to Test E ° o o v o -fire alarm panel Switched Sense Emergency Power Out 0 .> Z rna -security panel u L -other (RED 18AWG) (RED 12AWG) a £ W Normal Neutral Emerclency Neutral (WHITE 18AWG) (WHITE 18AWG) Emergency Line Normal Power Sense Emergency Power In 120/277 (BLACK 18AWG) (BLACK 12AWG) Emergency Neutral CIR.# ® Cut jumper loop 0 Wz to use with "Switching" Line O O Normally Closed Sensing" Line PUSH 03 W UW wo3 -Test Switch TO TEST W j o a a -Fire Atarm Panel ® U < -Security Panel a W -Other Neutral Wht On/Off/0- 10V Dimming 1 0 Room Controller v.2 Emergency Lighting Control Unit ELCU-200 Typical Wiring Unswitched Red Lighting Hot Blk Load Via r 120/277 Grn 0-10VDC Dimming 9 U0 Ballast Required 9�j Emergency Line 0 0 0 0 LMRJ Cables Earth or CATSe. Class 2 0-10 Volt Emergency Neutral Ground Control Wiring EMERGENCY LIGHTING POWER RELAY DETAIL NOT TO SCALE ISSUED FOR PERMIT AND BID 02-01-17 To DLM 1. REFER TO WATTSTOPPER MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLATION FOR SENSORS' PLACEMENT GUIDELINES. OBTAIN ISSUED FOR 80% Devices FACTORY PROVIDED PHOTOSENSORS' LAYOUT FOR APPROXIMATE LOCATION SUGGESTIONS. 01-13-17 2. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS FOR NON-ADAPTIVE PRODUCTS, FOLLOWING THE ISSUED FOR REVIEW 01-10-17 MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO ROOM CONTROLLER EMERGENCY LIGHTING POWER RELAY DETAIL W/ PLACEMENT. PROGRESS 12-22-16 ROOM CONTROLLER 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF ROOM CONTROLLERS AND ADDITIONAL RELAYS: NO. REVISION DATE BY NOT TO SCALE A. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO ROOM CONTROLLER. NOTES 1. REFER TO WATTSTOPPER MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLATION FOR SENSORS' PLACEMENT GUIDELINES. OBTAIN IJ .., \rch U# FACTORY PROVIDED PHOTOSENSORS' LAYOUT FOR APPROXIMATE LOCATION SUGGESTIONS. l � O INCLUDE LMCT-100 WIRELESS REMOTE FOR 2. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS FOR NON-ADAPTIVE PRODUCTS, FOLLOWING THE TIME CLOCK AND SYSTEM'S CONFIGURATION MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO ROOM CONTROLLER TPG ARCHITECTURE, LLP PLACEMENT. Zone Contr©fler 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF ROOM CONTROLLERS AND ADDITIONAL RELAYS: 631.547.7300 1 TPGARCHITECTURE.COM A. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO ROOM CONTROLLER. LIIAZC-301 endoeume hour»I.AAPI irleig®nce card foa 2 sepa reb Capt 5e IRB ne1wor Cs(A&B)Im conned to mffxft DLM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN Sequence of Operation: devion needing per, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT Upon the loss o f normal power, the ELCU-2 0 0 will b ass / Time of Clods fundions and s&ngs to be det9rmined by the PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE bypass Time Room Controller \V.2) owner. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND the Room Controller and force the emergency fixtures ON. with Emergency Bypass - -" COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, ? OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, The Room Controller will force the dimmed emergency OR MISINTERPRETATION OF THE MACHIN - E READABLE INFORMATION PROVIDED 0 Ixture to 1100%. The ELCU-200 is UL924 listed. o BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT ® ' CAPITAL ONE 70"MLOADS %B' MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ZONE CONTROLLER (TIME CLOCK) ELECTRICAL °`M"��fh NOT TO SCALE 1 tA� 0t for an DETAILS SHEET#2 rghtWq lood.i¢the OP&M antes.CMfiA¢IW. mceptien SEAL DATE 11/23/2016 N t PROJ 76j,4.00 VattStower Dt.t+Masevr Switches . SCALE TS tiuttoro to toe engraved DY VattStower With specific arra beep contraled �P�,Z,P, A O Qty.angro with rrbi*gv.t and L ntft Destines For enact ` DWG Qty.engrovirp verbiage.and now�tip locatrons U U E-502 . 00 0'0 �p0 A� t�P CAD FILE NO. PAGE �FESS106 OF 12 LMRC-101 Switched 4.000 LMRC-102 O Red 3.000 L!�ll4C-tot � (� � o Ughting Vi0 Relay On/Off Load Cry 4.000 Room Controller Red Lighting 3.000 Load One wOw� 2.000 a c c 9 CLIENT: Load Status: Yel Dimmed Neutral Wht I � Lighting Vio Blue LED 2.000 Load r Load A Status: Uns*i ched I : Load Blue LED Hot Blk = 120/277 0-10VDC Dimming On/Off Button Load A Battast required. Configuration Button On/Off Button AMngineeringD.P.C./weengineer success Configuration: Red LED Load B Status: 116 West 32nd Street,12th Floor,New York,N.Y.10001 9 Configuration Blue LED P212.643.9055 F212.643.0503 www.mgedpc.net Button LMRC-212Load BLTJ MEP ENGINEER: - Neutral Wht Dual Relay Configurction: Red LED / O Y On Off Button LMRJ Ser;es Cot�Ies or CAT5e. Free On/Off/0-10V Dimming Topology & Satter Acceptoble Unswitched Room Controller RJ-45 Hot Blk 120277 Grn J-Box LMDW V1o00 SERIES RJ-45 O •- O Earth g 0 0 0 GroundO O O O LMRJ Series Pre-Terminated --_ Cables or CAT5e Load LRJ45 Class 2 0-10 Volt �I� (Typicol) Control Wiring Line C.2 L2 J-45 LMS-loo TYPICAL WALL MOUNTED DUAL TITCH. SENSORVACANCY SENSOR SWITCH j �� - J-Box WIRING SCHEMATIC LMRJ Series Pre-Terminated �J-45 NOT TO SCALE 0 0 Cobles or CAT5e. Free Topology NOTES & Slitter Acce table 1. Splitter p LMRJ Series REFER TO WATTSTOPPER MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLATION FOR SENSORS' PLACEMENT Pre-Terminated O GUIDELINES. OBTAIN FACTORY PROVIDED VACANCY SENSORS' LAYOUT FOR APPROXIMATE LOCATION SUGGESTIONS. LMDM-101 OLM Woll Switch Cables or CAT5e O � 2. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND DELAY SETTINGS FOR NON-ADAPTIVE NEPRODUCT S, Dimming Switch LMSW-Series FOLLOWING THE MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION of CIRCUITS WITH Minimum 0.75 RESPECT TO ROOM CONTROLLER PLACEMENT. Conduit for o 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF ROOM CONTROLLERS AND Three Cables Load ADDITIONAL RELAYS: A. ONE RELAY IS REQUIRED FOR EACH CONTROLLED CIRCUIT/LIGHTING ZONE. B. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO ROOM CONTROLLER. Line 4. CONTRACTOR SHALL CONFIGURE TO MANUAL 'ON' OPERATING MODE TO COMPLY WITH LOCAL LAW 48 FOR VACANCY SENSOR REQUIREMENTS. VACANCY SENSORS FUNCTIONALITY IS MANUAL 'ON'/AUTO 'OFF'. 5. CONTRACTOR TO ENSURE SWITCH IS NOT LOCATED BEHIND DOOR TO THE ROOM. COORDINATE DOOR SCHEDULE WITH ARCHITECT. RJ45 LMRC-100 Series (Typical) Room Controller Dimension and Mounting Neutral CEILING MOUNTED VACANCY SENSOR (WOVERRIDE) & L 0- 10V DIMMING ZONE WIRING SCHEMATIC a NOT TO SCALE O a o d NOTES. ISSUED FOR PERMIT AND BID 02-01-17 1. REFER TO MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLATION FOR SENSORS' PLACEMENT GUIDELINES. OBTAIN FACTORY PROVIDED VACANCY SENSORS' LAYOUT FOR APPROXIMATE LOCATION SUGGESTIONS. Line 0 ISSUED FOR 80% 01-13-17 2. DUAL-TECHNOLOGY CEILING MOUNT SENSORS SHOULD BE LOCATED A MINIMUM OF SIX (6) FEET FROM HVAC SUPPLY/RETURN VENTS. Neutral ISSUED FOR REVIEW 01-10-17 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS FOR NON-ADAPTIVE PRODUCTS, FOLLOWING THE MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO ROOM CONTROLLER Ground PROGRESS 12-22-16 PLACEMENT. 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF ROOM CONTROLLERS AND ADDITIONAL RELAYS: SYMBOL NO. REVISION DATE BY A ONE RELAY IS REQUIRED FOR EACH CONTROLLED CIRCUIT/LIGHTING ZONE. B. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO ROOM CONTROLLER. _ CD 5. CEILING SENSORS MOUNTED OVER DOORWAYS SHOULD BE PLACED ONE (1) FOOT INSIDE THRESHOLD. O /Q \rC111tectu,6. CONTRACTOR SHALL CONFIGURE TO MANUAL 'ON' OPERATING MODE TO COMPLY WITH LOCAL LAW 48 FOR VACANCY SENSOR 120V/23OV/277V Ground � REQUIREMENTS. VACANCY SENSORS FUNCTIONALITY IS MANUAL 'ON'/AUTO 'OFF'. or 347V (DW-100-347 Single Switch 7 7. SENSORS 10 BE PROVIDED WITH MANUFACTURER'S SUPPLIED INFRARED MASKS AND BE ARRANGED IN A PATTERN TO PREVENT and UW-100-347) For use with WATTSTOPPER FALSE TRIGGER THROUGH GLASS WALLS, DOOR OPENINGS, ETC. PROVIDE MASKING (VIA MANUFACTURER'S SUPPLIED TAPE) AS (See installation DW-100, DW-100-347, REQUIRED i0 ELIMINATE UNWANTED ACTIVATION OF SENSORS ACCORDING TO CLIENTS SATISFACTION. instuctions) UW-100 and UW-100-347. TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 WALL MOUNTED VACANCY SENSORSISWITCH 631.547.7300 ( TPGARCHITECTURE.COM NOT TO SCALE IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ELECTRICAL DETAILS SHEET#3 SEAL DATE 11/23/2016 O -PROJECT NO. 761 .00 w » �. G V SCALE NTS ti cP DWG E-503 . 00Z 1FESCAD FILE NO. PAGE 7OF12 POWER RISER DIAGRAM NOTES: ROOF LEVEL 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PENETRATIONS AS ...__........................_... ......._....._..._.._............._..........._._.__.___.._......_....._._..__....._.__.___._..-... ......... ... ........._..__._._... REQUIRED. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE o SEALED WITH APPROVED FIRE STOPPING SEALANT TO MAINTAIN WALL AND FLOOR FIRE RATINGS. s 2. ELECTRICAL CONTRACTOR SHALL TRACE ALL EXISTING TO REMAIL CIRCUITSLJC..��! o AND PROVIDE ACCURATE DIRECTORIES FOR ALL EXISTING PANELS, ETC. I I I i CLIEN T: I € ATTIC LEVEL A _.___._._. ....�._. __,._ ___._.._ __ . ,,.,, ....._......._..._._.................__ ._..W_-._......-,.................. E_..__ ...,.. ........-.._......_._...._...._- LECTRICAL CLOSET I OUTDOORS 11 7(zl F OEngineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 I `M� P 212.643.9055 F 212.643.0503 www.mgedpc.net f l f I MEP ENGINEER: RP-1 rLP-1 I-- — Mp_1I- — — — — — POWER RISER KEY NOTES: 1ooA I IOOA I 1400A I 1 20 L L208A L0 fOJ1❑ EXTEND WIRING AND CONDUIT TO NEW LOCATIONS OF RELOCATED EQUIPMENT (BOILER, PUMPS, HOT WATER HEATER, ETC) OR PROVIDE NEW CONDUIT AND WIRING I AS REQUIRED. I I 1ST FLOOR _ L- —-- L — — — — — —)P-T0 PSE&G POWER SOURCE EXISTING POWER RISER DIAGRAM NOT TO SCALE LEGEND: LEGEND OF FEEDER SIZES COPPER CONDUCTORS — — — — — — — EXISTING TO REMAIN NEW FEEDER FEEDER SIZE RACEWAY SYMBOL SIZE CONDUIT RGS 10 411 & 116 G. 2"C PANEL SCHEDULE MP-1 (EXISTING) LOCATION: PANEL SCHEDULE LP-1 (EXISTING) LOCATION: a PANEL SCHEDULE RP-1 (NEW) LOCATION: MAIN ELECTRICAL ROOM MAIN ELECTRICAL ROOM MAIN ELECTRICAL ROOM SUPPLY CHARACTERISTICS: VOLTS: 120/208V PHASE: 30, 4W NEUTRAL: 100% SUPPLY CHARACTERISTICS: VOLTS: 120/208V PHASE: 30, 4W NEUTRAL: 100% SUPPLY CHARACTERISTICS: VOLTS: 120/208V PHASE: 30, 4W NEUTRAL: 100% MAIN PROTECTIVE DEVICE: 400A CB CYCLES: 60 DOOR REQ'D: YES MAIN PROTECTIVE DEVICE: 100A CB CYCLES: 60 DOOR REQ'D: YES MAIN PROTECTIVE DEVICE: 1OOA CB CYCLES: 60 DOOR REQ'D: YES MAIN BUS SIZE: 400A MOUNTING: SURFACE MAIN BUS SIZE: 100A MOUNTING: SURFACE MAIN BUS SIZE: 100A MOUNTING: SURFACE NO. OF POLES: 42 NO. OF POLES: 42 NO. OF POLES: 42 CKTIRE CKT LOAD VA CKT WIRECK CKT IRE CKT LOAD VA CKT WIRECK CKT IRE CKT LOAD VA) CKT WIRE CKI N0. DESIGNATION SIZE BKR A g C BKR SIZE DESIGNATION NO. N0. DESIGNATION SIZE BKR A B C BKR SIZE DESIGNATION NO. N0. DESIGNATION SIZE BKR A B C BKR SIZE DESIGNATION N0. 1 4 20 - _ 20 2 1 - _ 20 12 EXIT SIGNS&NL 2 1 WS-PC 10 20 - _ 20 12 RECEPT 2 ISSUED FOR PERMIT AND BID 02-01-17 3 4 20 - _ 20 4 3 EXISTING LOAD 20 - _ 20 12 LIGHTING(OPEN AREA) 4 3 S-CONY 10 20 - _ 201 12 WS-PC 4 ISSUED FOR 80% 01-13-17 5 4 20 - _ 20 6 5 1 20 1 12 LIGHTING(OPEN AREA) 6 5 PC RECEPT 12 20 - _ 201 12 WS-CONY 6 7 10 20 - _ 20 8 7 - _ 20 12 LIGHTING(OPEN AREA) 8 7 ATM 10 20 - _ 20 12 PRINTER 8 ISSUED FOR REVIEW 01 10 17 9 10 20 - _ 20 10 9 EXISTING LOAD 20 - _ 20 12 LIGHTING(OPEN AREA) 10 9 ATM MACHINE 10 30 - _ 20 12 WS-PC 10 PROGRESS 12-22-16 11 10 20 - _ 20 12 11 - _ 20 12 LIGHTING(OPEN AREA) 12 11 PC RECEPT 12 20 - _ 20 12 WS-CONY 12 13 10 20 - _ 20 14 13 - _ 20 12 LIGHTING(OPEN AREA) 14 13 ATM MACHINE 10 30 - _ 20 12 PRINTER 14 NO. REVISION DATE BY 15 10 20 - _ 20 16 15 EXISTING LOAD 20 - _ 20 - SPARE 16 15 ATM MACHINE 10 30 - _ 20 12 RECEPT 16 17 10 20 - _ 20 18 17 - _ 20 - SPARE 18 17 CONV RECEPT 12 20 - _ 20 12 WS-PC 18 19 ACC-3 & AC-5 10 151 20 10 EF-1 20 19 SPARE - 20 - _ 20 - SPARE 20 19 COPIER 10 20 - _ 20 12 WS-CONV 20 itectu � 21 10 - - 20 10 AC-1 22 21 VIGHTING(ROOMS) 12 20 - _ 20 - SPARE 221 21 10 20 - _ 20 10 COPIER 22 23 ACC-3 & AC-3 10 15 - _ 10 24 23 IGHTING(ROOMS) 12 20 - _ 20 - SPARE 24 23 COPIER 10 20 - _ 20 10 SAFE 24 25 10 - - 20 - SPARE 26 25 IGHTING(ROOMS) 12 20 - _ 20 - SPARE 26 25 10 20 - _ 20 10 ATM 26 27 CC-4 & AC-4 10 15 - _ 20 10 AC-2 28 27 LIGHTING(OUTDOOR) 10 20 - _ 20 - SPARE 28 27 PC RECEPT 12 20 - _ 20 - SPARE 28 TPG ARCHITECTURE, LLP 29 10 - _ 10 30 29 LIGHTING(OUTDOOR) 10 20 - _ 1 20 - SPARE 30 29 SPARE - 20 - _ 20 - SPARE 30 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 31 1 1 - _ 8 32 31 LIGHTING(OUTDOOR) 10 20 - _ 20 - SPARE 32 31 SPARE - 20 - _ 20 - SPARE 32 631.547.7300 1 TPGARCHITECTURE.COM 33 NEW PNL "RP-1" 1 100 - 40 8 ACC-1 34 33 LIGHTING(SIGNAGE) 10 20 - _ 20 - SPARE 34 33 SPARE - 20 - _ 20 - SPARE 34 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 35 1 _ 8 36 35 LIGHTING(SIGNAGE) 10 20 - 20 - SPARE 36 35 SPARE - 20 - _ 20 - SPARE 36 AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 37 _ 8 38 37 IGHTING(PARKING LOT 8 20 - _ 20 - SPARE 38 37 SPARE - 20 - _ 20 - SPARE 38 PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 39 EXISTING PNL "LP-1" 100 - 40 1 8 ACC-2 40 39 IGHTING(PARKING LOT 8 20 - 20 - SPARE 140 .391 SPARE - 20 - _ 20 - SPARE 140 LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 41 - _ 8 42 41 IGHTING(PARKING LOT 8 20 - _ 20 - SPARE 42 41 SPARE - 20 - _ 20 - SPARE 42 OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, TOTAL LOAD: -VA - - - TOTAL LOAD: -VA - - - TOTAL LOAD: -VA OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ELECTRICAL POWER RISER AND PANEL SCHEDULES SEAL DATE 11/23/2016 PRO 7614.00 SCALE NTS 2 D 0. n E-601 . 00 066,Q9 �(i� CAD FILE NO. PAGE A���ESS�C�,P�, 8 OF 12 E L E C T R IC A L S P E C I F I C A T I O N Scv o 1. FORK INCLUDED 10. VERIFY EXISTING CONDITIONS, REMOVALS AND ALTERATIONS ;Tm A. WORK UNDER THE ELECTRICAL CONTRACT SHALL INCLUDE ALL F. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH HIS A. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE F. IDENTIFICATION A) TYPE MC METAL CLAD MAY BE USED FOR GENERAL 15 LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS SERVICES COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND AND 20 AMPERE LIGHTING AND UTILITY BRANCH CIRCUIT REQUIRED FOR A COMPLETE AND OPERABLE INSTALLATION OF THE SAME WHICH MIGHT BE DAMAGED, LOST OR STOLEN, WITHOUT SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR 1) IDENTIFICATION FOR PANELBOARDS SHALL WIRING IN ACCORDANCE WITH THE PROVISIONS OF THE CLIENT: ELECTRICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED ADDITIONAL COST TO THE OWNER. TO THE SUBMISSION OF A BID PROPDSAL. NO ALLOWANCE WILL BE BY MEANS OF ENGRAVED LAMACOID NAMEPLATES SHOWING 2008 NATIONAL ELECTRICAL CODE USE SHALL BE LIMITED HEREIN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: BE MADE FOR FAILURE TO COMPLY WITH THESE REQUIREMENTS 1/4- HIGH WHITE LETTERING ON A BLACK FASTENED TO THE TO CONCEALED DRY LOCATIONS WITH CABLES SUITABLY G. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE SIZE AND GENERAL AND A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE HE OUTSIDE FACE OF THE FRONT. SECURED AND SUPPORTED AT INTERVALS NOT EXCEEDING s 1) PREPARATION AND SUBMISSION OF SHOP DRAWINGS. LOCATION OF WORK. SCALE DIMENSIONS SHALL NOT BE USED. HAS DONE SO. 3-1/2 FEET. CABLE SHALL BE INSTALLED IN SUCH A THE EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES IDENTIFICATION FOR DISTRIBUTION SWITCHES OR CIRCUIT MANNER AS TO PRECLUDE RESTING UPON FINISHED CEILING �� 2) BALANCING, CLEANING, TESTING, ADJUSTMENT, AND GUARANTEE T[t AND OUTLETS, ETC., SHALL BE DETERMINED FROM THE ARCHITECTS 11. REMOVALS AND ALTERATIONS 2) BREAKERS SHALL BE BY MEANS OF THE FOLLOWING: CONSTRUCTION OR IMPAIR REMOVAL OF ANY ACCESSIBLE e OF ALL WORK DONE UNDER THIS CONTRACT. DRAWINGS. CONTRACTOR SHALL FURNISH ALL NECESSARY CEILING TILE. CABLE SHALL BE CONTINUOUS FROM OUTLET OUTLETS, A. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, 3 REPRODUCIBLE RECORD DRAWINGS. SUPPORTS, FITTINGS, AND ACCESSORIES TO FULFILL A) WHERE INDIVIDUALLY ENCLOSED ENGRAVED LAMACOID TO THE OUTLET, WITH ALL CONNECTION FITTINGS FOR THE APPLICABLE CODES, REGULATIONS, BUILDING STANDARDS AND THE ADAPT AND MODIFY EXISTING EQUIPM=NT AND/OR SYSTEMS AS NAMEPLATES SHOWING 1/8- HIGH WHITE LETTERING ON A LOCK-NUT-TYPE. WIRING FROM THE FIRST OUTLET VEngineering D.P.C./we engineer success BEST PRACTICES OF THE TRADE FOR INSTALLATION OF ELECTRICAL REQUIRED BY THE DRAWINGS OR SPECIFICATIONS AND AS MAY BE BLACK BACKGROUND FASTENED ON THE OUTSIDE FRONT 116 West 32nd Street,12th Floor,New York,N.Y.10001 4) REMOVAL, ALTERATION, AND/OR RELOCATION OF EXISTING WORK. REQUIRED WHEN SUCH WORK IS UNCOVERED AND FOUND TO FACE OF THE ENCLOSUREPOWERED FROM THE BRANCH CIRCUIT (HOMERUN) SHALL P212.643.9055 F212.643.0503 www.mgedpc.net EQUIPMENT. INTERFERE WITH THE COMPLETION OF WORK IN THIS CONTRACT OR . BE INSTALLED TO CIRCUIT (HOMERUN) SHALL BE INSTALLED 5) IDENTIFICATION OF EQUIPMENT. H. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A OTHER CONTRACT WORK. B) WHERE IN POWER CENTERS AND SWITCHBOARDS AND TO THE NCH MINIMUM SIZE. IN RIGIDIMC I METAL CLAD CONDUIT SHALL /4 MEP ENGINEER: WORKMANLIKE MANNER. ANY MATERIAL AND EQUIPMENT NOT SO PANELBOARDS WITHOUT DOORS, SAME AS FOR INDIVIDUALLY INSTALLED SHALL BE REMOVED AND REPLACED IN A SATISFACTORY B. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM ENCLOSED. NOT BE USED FOR HOMERUN CONNECTIONS TO LIGHTING 6) COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY AND MUNICIPAL MANNER. ALL EXPENSES INCIDENTAL THERETO SHALL BE BORNE THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE FIXTURE SUPPLY LEADS, EMBEDDED IN SLABS, MASONRY CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. BY THE CONTRACTOR. OWNER. C) WHERE IN PANELBOARDS WITH DOORS - DIRECTORIES - CONSTRUCTION OR PERIPHERAL ENCLOSURES. 12. IDENTIFICATION OF EQUIPMENT AND CONTROLS MOUNTED BEHIND TRANSPARENT PLASTIC COVERS, IN METAL 7) PROVIDING ALL NECESSARY PERMITS AND APPROVALS AND 5. OPERATING AND MAINTENANCE INSTRUCTIONS FRAMES FASTENED ON THE INSIDE FACE OF THE DOORS. 3) FINAL CONNECTIONS TO MOTORS AND OTHER VIBRATING PAYING ALL REQUIRED FEES IN CONNECTION WITH THE WORK EQUIPMENT SHALL BE MADE IN LIQUID-TIGHT FLEXIBLE METALLIC OF THIS CONTRACT. A. AFTER FINAL TEST AND ADJUSTMENTS FULLY INSTRUCT OWNER'S A. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID 3) IDENTIFICATION FOR THE WIRES AND CABLES OF FEEDERS CONDUIT. OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR PLATES SCREWED THEREON WHICH SHALL INDICATE SYSTEMS SHALL BE BY MEANS OF WRAP-AROUND LABELS. 8) HVAC CONTROL WIRING. EQUIPMENT INSTALLED. A SIGNED RECEIPT WHICH SHALL BE SERVED. 4) FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS 4) DEVICE PLATES FOR LOCAL TOGGLE SWITCHES, TOGGLE CONNECTIONS FROM OUTLET BOXES TO RECESSED LIGHTING 9) COMPLETE WIRING SYSTEMS FOR LIGHTING AND POWER B. REFER TO SECTION 16 GENERAL REQUIREMENTS, ITEM F. FIXTURES. LENGTH OF FIXTURE LEAD SHALL NOT BE LESS INSTALLATION, HVAC EQUIPMENT PLUMBING AND SPRINKLER EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY. SWITCH-TYPE MOTOR STARTERS, PILOT LIGHTS, AND THE LIKE, SYSTEMS AND MISCELLANEOUSEQUIPMENT DEVICES. 13. CODES. PERMITS AND INSPECTIONS WHOSE FUNCTION IS NOT READILY APPARENT, SHALL BE THAN 4 FEET AND NOT MORE THAN 6 FEET FROM OUTLET BOX B. FURNISH TWO (2) COPIES OF WRITTEN DESCRIPTIONS OF ALL ENGRAVED WITH 1/8- HIGH LETTERS SUITABLY DESCRIBING THE TO FIXTURE. 10) LIGHTING FIXTURES AND LAMPS,INSTALLATION AND WIRING SYSTEMS COVERING ALL MANUAL AND AUTOMATIC OPERATING A. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS OF THE LATEST EQUIPMENT CONTROLLED OR INDICATED. PROCEDURES. EDITION OF NATIONAL ELECTRICAL CODE AND ALL OTHER FEDERAL, 5) RIGID GALVANIZED STEEL CONDUIT SHALL BE USED PER CODE 11) TEMPORARY LIGHTING AND POWER FOR CONSTRUCTION STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING G. ENTRANCE SEALS INCLUDING BUT NOT LIMITED TO WHEN WORK IS SUBJECTED TO PURPOSES. 6. SHOP DRAWINGS AND EQUIPMENT SUBMISSIONS JURISDICTION OF THE WORK OF THIS PROJECT. MECHANICAL INJURY, WHERE EXCESSIVE MOISTURE IS WHERE A CONDUIT ENTERS BUILDING THROUGH THE CONCRETE CONTINUOUSLY OR FREQUENTLY PRESENT AND IN LOCATIONS 12) MAINTENANCE OF EXISTING ELECTRICAL SERVICES IN THE BUILDING TO A. WITHIN SUCH TIME AS WILL DIRECTED, SUBMIT FOR APPROVAL SHOP B. ANY PORTION OF WORK WHICH IS NOT SUBJECT TO THE APPROVAL FOUNDATION WALL OR FLOOR BELOW GROUND WATER LEVEL, A WHERE WALLS ARE FREQUENTLY WASHED. SERVE AS TEMPORARY LIGHT AND POWER FOR CONSTRUCTION DRAWINGS AND SAMPLES OF EQUIPMENT PROPOSED FOR USE. OF AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN WATERTIGHT ENTRANCE SEAL SHALL BE USED. THESE SEALS SHALL 6) INTENTION OF USING SPECIFIED MATERIALS DOES NOT RELIEVE ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION RUN IN FINISHED AREAS SHALL BE RUN CONCEALEDTION BE O.Z. TYPE "FSK" OR "WSK" OR AS ACCEPTED. OBLIGATIONS OF SUBMITTING SHOP DRAWINGS. REQUIREMENTS. AND HUNG IN FURRED CEILINGS, METAL AND DRYWALL 13) SWITCHES, RECEPTACLES, TELEPHONE AND SIGNAL OUTLETS AND H. SLEEVES PARTITIONS, BAR-JOIST CONSTRUCTION AND MASONRY. WIRING DEVICES. B. SHOP DRAWINGS SHALL CERTIFY WORK TO BE INSTALLED AS C. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND 7) CONDUIT RUNS EXPOSED IN UNFINISHED AREAS SHALL BE RUN COORDINATED WITH WORK OF ALL OTHER TRADES WITHIN SPACES REGULATIONS. 1) SLEEVES IN FLOOR SLABS FOR CONDUIT SHALL BE MADE OF PARALLEL TO WALLS AND CEILINGS. 14) FEEDERS, SUB-FEEDERS AND BRANCH CIRCUITS, FOR LIGHTING ALLOCATED. CONTRACTOR SHALL PLAN WORK SO THAT SUFFICIENT GALVANIZED SHEET STEEL, SECURELY FASTENED IN POSITION. POWER AND CONTROLS, WIRING, CONDUIT AND RACEWAYS, TIME IS ALLOWED FOR THIS COORDINATION PRIOR TO SUBMISSION D. COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) SLEEVES SHALL BE SET WITH THEIR TOP END SET AT LEAST " 8) PROVIDE CONDUIT EXPANSION FITTINGS. O.Z. TYPE OR INCLUDING CONNECTIONS TO PANELS, TRANSFORMERS, MOTOR OF SHOP DRAWINGS. REQUIREMENTS. CONTROLLERS, MOTORS, ETC. TWO INCHES ABOVE FINISHED FLOOR, EXCEPT IN MACHINE "AX" TOGETHER WITH AN O.Z. TYPE "EXJ" OR "AXJ" BONDING E. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT ROOMS WHERE THEY SHALL BE SET WITH TOPS 8 INCHES JUMPER WHERE REQUIRED. C. IF MATERIALS OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED SAME TO THE OWNER AT THE COMPLETION OF THE WORK. ABOVE FINISHED FLOOR. IN ADDITION, WHERE SLEEVES PIERCE 15) SAFETY SWITCHES AND FUSES. FOR FULLY COORDINATED, THE CONTRACTOR SHALL BE LIABLE FOR SLABS OR WALLS SEPARATING MACHINE ROOM AREAS FROM 9) WIRE MOLDING AND EXPOSED CONDUIT IS NOT PERMITTED IN 16) UPDATE/MODIFICATION OF EXISTING PANELBOARDS. ITS REMOVAL AND REPLACEMENT AT NO CHARGE IF, IN OPINION 14. GUARANTEE AND SERVICE OFFICE AREAS OR OTHER QUIET AREAS, SLEEVES SHALL BE FINISHED AREAS, UNLESS SPECIFICALLY APPROVED BY ARCHITECT. OF THE OWNER, MATERIAL OR EQUIPMENT DOES NOT MEET INTENT PACKED WITH APPROVED MATERIALS TO PROVIDE FIRE BARRIER. 17) UPDATE/MODIFICATION OF EXISTING SMOKE AND CARBON MONOXIDE ALARM SYSTEMPF DRAWINGS AND SPECIFICATIONS. A. THE CONTRACTOR SHALL GUARANTEE AND SERVICE THE ENTIRE BOTH USED AND UNUSED SLEEVES SHALL BE PACKED. 10) THREADED ALUMINUM OR RIGID STEEL CONDUIT SHALL BE USED CARBON MONOXIDE ALARM SYSTEM. INSTALLATION FOR A PERIOD OF ONE YEAR FROM THE DATE OF WHEN POWER DISTRIBUTION IS EXPOSED AND IS RUN OUTSIDE D. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND SUBMIT TO THE FINAL ACCEPTANCE OF THE INSTALLATION BY THE ENGINEER. 2) SLEEVES PASSING THROUGH EXTERIOR WALLS OR OF TENANT SPACE. GENERAL CONTRACTOR ALL REQUIRED OPENINGS IN STRUCTURAL WATER-PROOFED FLOORS SHALL BE MADE OF GALVANIZED PIPE 18) CABLE SUPPORT AND PULLBOXES. WALLS AND/OR FLOORS. B. THE CONTRACTOR SHALL, DURING THE PERIOD OF THE GUARANTEE, AND AFTER INSTALLATION OF CONDUIT SHALL BE 11) ALL CONDUITS LARGER THAN 2 INCHES SHALL BE RIGID STEEL 19) EMPTY CONDUIT INSTALLATION BETWEEN TELEPHONE SEVICE REPLACE OR REPAIR AT HIS OWN EXPENSE ANY PIECE OF WATER-PROOFED WITH "SEAL-TIGHT" WHITE OAKUM AND SEALED OR ALUMINUM. E. PRIOR TO SHIPMENT OF EQUIPMENT OR START OF INSTALLATION OF EQUIPMENT AND/OR MATERIAL WHICH IS FOUND TO BE DEFECTIVE. WITH APPROVED MASTIC ON FACE EXPOSED TO MOISTURE. POINT AND TELEPHONE CLOSET. / SYSTEM COMPONENTS, SUBMIT 5 COPIES OF SHOP DRAWINGS OF THE REPLACEMENT OR REPAIR SHALL BE PERFORMED THE SAME 12) FITTINGS: FOR RIGID CONDUIT SHALL BE OF THE THREADED 20) TELEPHONE AND COMMUNICATION EMPTY CONDUIT SYSTEMS. THE FOLLOWING FOR APPROVAL: DAY OF THE NOTIFICATION IN AN EMERGENCY FACTOR WHEN I. CABLE SUPPORT AND BOXES TYPE. FITTINGS FOR STEEL CONDUIT SHALL BE HOT DIPPED NOTIFIED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE GALVANIZED ,MALLEABLE IRON. FITTINGS FOR ALUMINUM 21 HANGERS, ANCHORS, INSERTS, SUPPORTS, SLEEVES, CHASE. 1) DISCONNECT SWITCHES AND FUSES. CONTRACTOR SHALL ALSO REPAIR ALL DAMAGE TO SURROUNDING CABLE SUPPORT BOXES SHALL BE INSTALLED IN THE RISER SHAFTS CONDUIT SHALL BE OF ALUMINUM CONTAINING NOT MORE THAN ) AT THE LEVELS INDICATED AND WHERE REQUIRED. THESE BOXES 2 SMOKE AND CARBON MONOXIDE ALARM DEVICES. WORK CAUSED BY THE FAILURE, REPAIR OR REPLACEMENT OF 0.4 PERCENT COPPER. FITTINGS FOR ELECTRIC METALLIC 22) PREPARATION OF A SET OF "AS-BUILT" DRAWINGS AS ) DEFECTIVE EQUIPMENT. SHALL BE CONSTRUCTED OF CODE GAUGE STEEL WITH RENEWABLE TUBING SHALL BE STEEL, CONCRETE AND RAIN TIGHT, COVERS SECURED BY MACHINE SCREWS AND SHALL BE STIFFENED COMPRESSION TYPE COUPLINGS AND CONNECTORS WITH DESCRIBED HEREINAFTER. 3) WIRING DEVICES C. THE FINAL INSPECTION WILL BE MADE AFTER THE CONTRACTOR HAS WITH HEAVY ANGLE IRON. PROVIDE ISOLATION BARRIERS FOR INSULATED THROATS, THOMAS & BETTS SERIES 5120 AND 23) TESTS AND ADJUSTMENT OF SYSTEMS. INSTALLED AND ADJUSTED HIS EQUIPMENT, DEMONSTRATED THAT IT DIFFERENT SERVICE ORIGINS. 5123, OR APPROVED EQUAL. INDENTOR OR SET SCREW TYPE 4) LIGHTING FIXTURES AND LAMPS FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND J. INSERTS, ANCHORS. ETC. FITTINGS SHALL NOT BE USED. FITTINGS FOR FLEXIBLE STEEL 24) RIGGING, SCAFFOLDING AND HANDLING OF ALL MATERIALS AND 5) PULLBOXES, OUTLET BOXES. SPECIFICATIONS, AND HAS FURNISHED ALL THE REQUIRED FURNISH TO THE PROPER TRADES ALL INSERTS, ANCHORS OR CONDUIT SHALL BE STEEL WITH NYLON INSULATED THROATS, EQUIPMENT. CERTIFICATES OF INSPECTION AND APPROVALS. THOMAS & BETTS SERIES 3110 OR APPROVED EQUAL. 25) INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS. 6) CONDUIT AND FITTINGS. OTHER REQUIRED ITEMS WHICH ARE TO BE BUILT IN BY THEM FOR FITTINGS FOR LIQUID TIGHT FLEXIBLE STEEL CONDUIT SHALL BE 15. CONTROLS SECURING ALL HANGERS OR OTHER SUPPORTS FOR CONDUIT AND STEEL, LIQUID TIGHT WITH NYLON INSULATED THROATS, THOMAS 26) GROUNDING SYSTEM. 7) WIRE AND CABLE TYPE. FOR ANCHORAGE OF ELECTRICAL APPARATUS AND EQUIPMENT. & BETTS SERIES 5331, OR APPROVED EQUAL. BUSHINGS FOR A. THE ELECTRICAL CONTRACTOR SHALL RECEIVE, SET AND MOUNT ALL SUPERVISE THE PLACING OF THESE ANCHORS, INSERTS, ETC. CONDUITS ONE INCH AND LARGER SHALL BE OF THE INSULATED 27) ALL REQUIRED CONDUIT AND WIRING FOR AUTOMATIC POWER, TEMPERATURE AND SAFETY CONTROLS, INCLUDING ALL K. INSTALLATION OF EQUIPMENT NOT PURCHASED TYPE, O.Z. TYPE "B" OR APPROVED EQUAL. GROUNDING TEMPERATURE, SAFETY AND INTERLOCKING CONTROLS F. BEFORE FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL SUBMIT CONTACTORS, RELAYS, DAMPERS, ETC., WHICH SHALL BE - BUSHINGS SHALL BE O.Z. TYPE "BLG" OR APPROVED EQUAL. PERTAINING TO HVAC, PLUMBING, OR ELECTRICAL SYSTEMS AS COMPLETE SETS OF ALL APPROVED SHOP DRAWINGS, FURNISHED AS DEFINED IN THE MECHANICAL SPECIFICATIONS AND 1 COORDINATE DELIVERY, RECEIVE AND INSPECT ITEMS, REPORT CONDUIT TERMINATIONS SHALL HAVE DOUBLE LOCKNUTS, CALLED FOR ON DRAWINGS AND SPECIFICATIONS OF THE HVAC, SPECIFICATIONS SHEETS, WIRING DIAGRAMS, SPARE PARTS LIST AND DRAWINGS. IT SHALL BE THE ELECTRICAL CONTRACTORS ) ALL DEFECTS, SET MOUNT AND CONNECT UP COMPLETE FOR EXCEPT CONDUIT FOR TELEPHONE, SIGNAL AND OTHER LOW PLUMBING, AND THE ELECTRICAL DIVISION. FIVE (5) COMPLETE SETS OF OPERATING AND MAINTENANCE RESPONSIBILITY TO DETERMINE THE EXTENT OF NECESSARY WIRING OPERATION. INCLUDE ADAPTERS, FITTINGS, TOOLS, LABOR AND TENSION SERVICES. INSTRUCTIONS. BY REVIEW OF THE MECHANICAL PLANS AND SPECIFICATIONS AND EQUIPMENT REQUIRED FOR FULL OPERATION. THE DEFINITIONS THEREIN. 13) CONDUIT HANGERS: SHALL BE GALVANIZED STEEL WITH B. POINT-TO-POINT WIRING DIAGRAMS FOR ALL FIELD INSTALLED 2) MAKE CLAIMS TO OWNER IN WRITING OF DEFECTS, LACK OF ACCESSORIES DESIGNED TO HAVE ADEQUATE STRENGTH TO 2. WORK NOT INCLUDED MECHANICAL WIRING SHALL BE FURNISHED BY THE MECHANICAL PERFORMANCE AND ANY DEVIATIONS FROM EQUIPMENT SUPPORT THE LOAD. GRINNELL OR KINDORF, OR APPROVED CONTRACTOR DURING THE CONSTRUCTION PHASE FOR INSTALLATION DESCRIPTION. EQUAL. HANGERS TO BE SUPPORTED USING MINIMUM 3/8" A. IN CONJUNCTION WITH THE ELECTRIC MOTOR DRIVEN AND OTHER UNDER THIS DIVISION OF THE WORK. RODS; PROVIDE ADDITIONAL FRAMING AS REQUIRED. ELECTRICALLY-CONNECTED EQUIPMENT WHICH OCCUR IN 7. RECORD DRAWINGS ISSUED FOR PERMIT AND BID 02-01-17 3) COORDINATION OF DELIVERY SHALL BE THE RESPONSIBILITY OF 14) MANUFACTURERS: STEEL CONDUIT (RIGID, FLEXIBLE & EMT): MECHANICAL, PLUMBING AND FIRE PROTECTION SYSTEMS, THE C. ALL STARTERS, TEMPERATURE CONTROLLERS, SUPERVISORY DEVICES, THE CONTRACTOR. NOTIFY ARCHITECT IF THERE ARE ANY o FOLLOWING SHALL BE EXCLUDED FROM THE ELECTRIC WORK. A. REPRODUCIBLE RECORD DRAWINGS SHALL BE SUPPLIED UPON ALARMS AND OTHER MECHANICAL SYSTEM CONTROL EQUIPMENT DEVIATIONS FROM THE ANTICIPATED DELIVERY DATES. KAISER; ALUMINUM CONDUIT: ALC TRIANGLE, PWC INC., WHEATLAND TUBE BE CO., APPLIED TUBE,KAISER, CONDUIT ISSUED FOR 80% 01-13-17 WHICH CORRECTIONS SHALL BE MADE TO PROVIDE AN ACCURATE SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR FOR 1) THE FURNISHING OF MOTORS, MOTOR STARTERS, START OR AND COMPLETE RECORD OF THE WORK AS INSTALLED. INSTALLATION UNDER THIS DIVISION OF THE WORK. FITTINGS: APPLETON, GEDNEY, O.Z. ELECTRIC, THOMAS & STOP PUSHBUTTON STATIONS, PILOT LIGHT STATIONS, LOCK OUT 4) RECEIVE, STORE, HANDLE, PROTECT, RIG SAFELY AND INSTALL BETTS, RACO. ISSUED FOR REVIEW 01-10-17 FACILITIES, ACTUATION DEVICES, EXCEPT AS SPECIFIED B. UPON COMPLETION OF THE INSTALLATION, PROVIDE A COMPLETE D. WHEN STARTERS ARE NOT INSTALLED,IN SIGHT OF MOTORS THEY ALL EQUIPMENT AS REQUIRED IN ACCORDANCE WITH THE HEREINAFTER. SET OF REPRODUCIBLE DRAWINGS ON MYLAR INDICATING A CONTROL, A LOCAL DISCONNECT SWITCH OF THE SIZE AND TYPE PROJECT SCHEDULE AND DELIVERY SCHEDULE. 18. WIRE & CABLES PROGRESS 12-22-16 COMPLETE RECORD OF ALL REVISIONS OF THE ORIGINAL DRAWINGS, REQUIRED TO PRECISELY AND SAFELY DISCONNECT THE LOAD 2) THE INSTALLATION OF MOTOR CONTROL DEVICES SUCH AS AS ACTUALLY INSTALLED. SUBMIT ONE SET BLACK AND WHITE SHALL BE PROVIDED. L. IDENTIFICATION A. WIRE SHALL BE 600-VOLT RATED, COPPER CONDUCTORS, #12 PRESSURESTATS, AQUASTATS, SOLENOID VALVES AND DAMPER PRINTS TO THE ARCHITECT AND CONSULTING ENGINEER FOR MINIMUM UNLESS OTHERWISE NOTED, WITH TYPE THHN INSULATION. NO. REVISION DATE BY OR VALVE MOTOR OPERATORS, FREEZESTATS, ETC., WHICH REVIEW. MAKE THE NECESSARY CHANGES AND DELIVER THEM TO 16. GENERAL REOUIREMENTS 1) THE ELECTRICAL CONTRACTOR SHALL AGREE TO INDEMNIFY AND FIXTURE WIRING SHALL BE TYPE SF-1. ALL WIRE #8 AND REQUIRE CONNECTIONS TO MECHANICAL SYSTEMS. THE OWNER. A. EXECUTE THE WORK IN THE BEST MANNER TO ASSURE EASE OF SAVE HARMLESS THE PARTY CONTRACTING FOR HIS SERVICES SMALLER SHALL BE SOLID, WIRE #6 AND LARGER SHALL BE OPERATION AND MAINTENANCE, AS WELL AS SATISFACTORY AGAINST LOSS OR EXPENSE BY REASON OF THE LIABILITY STRANDED. CONTROL CONDUCTORS SHALL NOT BE LESS THAN B. All FINISHED PAINTING OF EXPOSES PIPES, APPARATUS, ETC. 8. APPROVALS AND SUBMISSIONS PERFORMANCE. GUARANTEE THAT THE MATERIALS AND IMPOSED BY LAW UPON SUCH PARTY FOR DAMAGES BECAUSE 14 AWG. WIRE SHALL BE FACTORY COLOR CODED. BRANCH \rch7 P---/ WORKMANSHIP PROVIDED UNDER THIS SECTION WILL BE OF THE OF BODILY INJURIES, INCLUDING DEATH AT ANY TIME RESULTING IRCUITS SHALL CONTAIN THE NECESSARY NUMBER OF WIRES TO I ec u � C. ALL CUTTING AND PATCHING, EXCEPT AS SPECIFICALLY MODIFIED IN A. IT IS THE INTENT OF THESE SPECIFICATIONS THAT WHEREVER A THEREFROM ACCIDENTALLY SUSTAINED BY ANY PERSON OR THESE SPECIFICATIONS. BEST GRADE THAT THE VARIOUS SYSTEMS WILL BE COMPLETELY � PROVIDE SWITCH CONTROL INDICATED OR REQUIRED. MANUFACTURER IS SPECIFIED AND SUBSTITUTIONS ARE MADE, THEY READY TO OPERATE WHEN TURNED OVER TO THE OWNER, AND PERSONS OR ON ACCOUNT OF DAMAGE TO PROPERTY ARISING SHALL CONFORM IN ALL RESPECTS TO THE SPECIFIED ITEM. OUT OF OR IN CONSEQUENCE OF THE PERFORMANCE OF THIS B. CONNECTIONS FOR CONDUCTORS 8 AND SMALLER SHALL BE THAT THEY WILL INCLUDE ALL LABOR AND MATERIALS REQUIRED TO # D. FURNISHINGS AND INSTALLATION OF ACCESS DOORS. CRITERIA AS DELINEATED FOR EQUIPMENT SHALL BE INTERPRETED MAKE THEM S0, ALTHOUGH NOT SPECIFICALLY INDICATED OR CONTRACT, WHETHER SUCH INJURIES TO PERSONS OR DAMAGE PRESSURE TYPE CONNECTORS. SET SCREW CONNECTORS SHALL AS MINIMUM PERFORMANCE REQUIREMENTS. TO PROPERTY ARE DUE OR CLAIMED TO BE DUE TO ANY NOT BE USED. CONNECTORS SHALL BE MANUFACTURED BY E. FURNISHINGS AND INSTALLATION OF TELEPHONE SYSTEM WIRING MENTIONED HEREIN. THE ARCHITECT AND CONSULTING ENGINEER NEGLIGENCE OF THE ELECTRICAL CONTRACTOR, THE PARTY THOMAS & BETTS SERVICES PT-1 IDEAL, SCOTCH-LOCK, TPG ARCHITECTURE, LLP INSTRUMENTS AND EQUIPMENT. B. BASE ALL BIDS ON THE EQUIPMENT AND MANUFACTURERS LISTED. WILL INTERPRET THE MEANING OF THE CONTRACT DOCUMENTS AND CONTRACTING FOR HIS SERVICES HIS OR THEIR EMPLOYEES OR BUCHANAN OR EQUAL. IF SUBSTITUTION IS PROPOSED, MAKE APPLICATION TO THE OWNER SHALL HAVE THE POWER TO REJECT ANY WORK AND MATERIALS AGENTS, OR ANY OTHER PERSON. 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 F. FURNISHINGS AND INSTALLATION ALARM DEVICES, UNLESS OTHERWISE IN WRITING STATING THE COST DIFFERENTIAL INVOLVED. WHICH, IN THEIR JUDGMENT, DO NOT MEET THE CONTRACT C. CABLES SHALL BE TAPPED IN ALL PULL BOXES, WIREWAYS AND 631.547.7300 TPGARCHITECTURE.COM SPECIFICALLY MENTIONED HEREIN. REQUIREMENTS. 2) THE ELECTRICAL CONTRACTOR SHALL CARRY ALL THE WIRING GUTTERS OF PANELS. TAGS SHALL IDENTIFY WIRE OR 1 G. BASE FLASHING FOR CONDUITS THROUGH ROOF. B. ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE NEW AND INSURANCE NECESSARY TO SUPPORT THE ABOVE AGREEMENT FEEDER NUMBER AND/OR EQUIPMENT SERVED AS SHOWN ON UNDERWRITERS LABELED FOR ALL ITEMS WHERE SUCH LABELS ARE AND SHALL SUBMIT COPIES OF THE INSURANCE CERTIFICATES DRAWINGS OR HEREIN SPECIFIED. TAG AND IDENTIFY ALL BRANCH IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 9. _TEST AND INSPECTION AVAILABLE. ITEMS WHICH ARE NOT UNDERWRITERS LABELED WILL ATTESTING TO THE FACT THAT HE IS PROPERLY COVERED. CIRCUITS WHICH ARE LOOPED AND TERMINATED IN JUNCTION OR AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT NOT BE ACCEPTABLE IF LABELED EQUIPMENT CAN BE OBTAINED OUTLET BOXES. TAGS SHALL BE OF FLAME-RESISTING ADHESIVE PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 3. GENERAL CONDITIONS A. PROPERLY TEST THE PHASE ROTATION OF ALL NEW FEEDERS AND FROM ANOTHER ACCEPTABLE MANUFACTURER. 3) THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY MATERIAL, BRADY B-500 VINYL CLOTH OR APPROVED EQUAL. BRANCH CIRCUITS AND MAKE SUCH CHANGES AND ALTERATIONS ALLOWANCES, PAY ANY ROYALTIES, ETC., IN CONNECTION WITH LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND A. THE APPLICABLE PROVISIONS OF THE GENERAL CONSTRUCTION NECESSARY TO INSURE THE CORRECT ROTATION OF ALL MOTOR C. CLEANING THE USE OF ANY PATENTED DEVICES OR SYSTEMS, AND SHALL D. MANUFACTURERS: AMERICAN INSULATED WIRE CORP., ESSEX COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, SPECIFICATIONS SHALL APPLY TO THE FOLLOWING SPECIFICATION DRIVEN EQUIPMENT THROUGHOUT THE NEW INSTALLATION. WHEN DIRECTED BY GENERAL CONTRACTOR, REMOVE FROM ENTIRE RENDER THE PARTY CONTRACTING FOR HIS SERVICES HARMLESS GROUP, INC., TRIANGLE PWS, CAROL CABLE CO., SOUTHWIRE CO. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, ARTICLES. FROM ANY CLAIM OR LAWSUITS ARISING FROM SUCH USE. OR APPROVED EQUAL. B. INSULATION RESISTANCE TESTS SHALL BE PERFORMED ON ALL INSTALLATION OF WORK OF THIS SECTION ALL PROTECTING OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED WIRING AND EQUIPMENT. MEASURED INSULATION RESISTANCE MATERIALS DIRT DUST SMEARS STAINS PAINT SPOTS AND THE 19. WIRE CONNECTIONS AND DEVICES BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 4. NOTICE TO BIDDERS LIKE, AND LEAVE IN A CLEAN CONDITION S CLEAN ANDREMOVE ALL 17. R CEr $Y SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF SMUDGES, FINGERPRINTS, ETC., FROM LIGHTING FIXTURES AFTER A. COPPER CABLE BRANCH TAPS FROM COPPER CABLE MAIN LINES A. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE THE NATIONAL ELECTRICAL CODE. INSTALLATION. A. ALL WIRING SHALL BE INSTALLED IN CONDUIT SYSTEMS IN UNDER 600 VOLTS SHALL BE MADE IN JUNCTION, PANELBOARDS PROJECT JOINTLY AS A CONTRACTAPR UPON WHICH THE MATERIAL ANDLABOR SHALL PROVISIONS. D. CUTTING AND PATCHING THEFOLLOWING:MIT SUBMIT TEST RESULTS FOR REVIEW PRIOR TO ENERGIZING. OGCONNECTORSIN AHI-IMPACT ITH THE 2008 NATIONAL ELECTRICAL CODE AND E IPHENOLICOPPER ALLOY NG COVER EHAVING CAPITAL ONE AT LEAST TWO SPRING CLIP FASTENERS. CONNECTORS SHALL BE B. WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR ON THE C. BEFORE ENERGIZING ANY FACTORY FABRICATED EQUIPMENT, INSPECT 1) IN GENERAL, CUTTING AND PATCHING WILL BE DONE UNDER 1) INTERIOR FEEDERS AND BRANCH CIRCUIT WIRING SHALL BE O.Z. TYPE "PT" PARALLEL TAP WITH "PTC" COVER, TYPE "PM" DR4WINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY EACH UNIT IN DETAIL TO ASSURE ALL BOLTS AND CONNECTIONS OTHER SECTIONS OF THE WORK EXCEPT FOR THE ELECTRICAL INSTALLED IN EMT CONDUIT WITH COMPRESSION COUPLINGS PARALLEL LOOPED TAP WITH "PMC" COVER AND TYPE "T" CABLE INATTITUCK, NY OR HIGHER COST SHALL BE PROVIDED. ARE TIGHT (TORQUE-TIGHTEN WHERE REQUIRED) AND THAT THE CONDUIT DISTRIBUTION SYSTEM, WHICH SHALL BE DONE UNDER WHERE PERMITTED BY CODE. MINIMUM SIZE CONDUIT SHALL TAP WITH TYPE "TC COVER. 11700 MAIN ROAD COMPONENTS ARE IN PROPER ALIGNMENT AND ARE IN SAFE THIS SECTION. C. THE CONTRACTOR SHALL PROVIDE ALL ITEMS OF LABOR OR OPERABLE CONDITION4 BE 3/4 INCH TRADE SIZE, UNLESS OTHERWISE INDICATED ON MATERA .LS NOT SPECIFICALLY INDICATED, BUT REQUIRED TO 2) THE ELECTRICAL CONTRACTOR SHALL FURNISH TO THE GENERAL THE DRAWINGS. B. SPLICES (600 VOLTS AND BELOW) OF COPPER CONDUCTORS SHALL COMPLETE THE INTENDED INSTALLATIONS. D. THE COMPLETE ELECTRICAL SYSTEM SHALL TEST FREE OF GROUNDS CONTRACTOR THE NECESSARY INFORMATION SO THAT 2) FLEXIBLE METALLIC CONDUIT AND METAL CLAD CABLE MAY BE BE MADE "IN JUNCTION OR PULL BOXES WITH AN APPROVED O.Z. MATTITUCK, NY 11952 AND SHORT CIRCUITS. NECESSARY OPENINGS CAN BE PROVIDED. TYPE "TW OR "YVX CAST COPPER ALLOY SOLDERLESS CONNECTOR D. CCNTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES INSTALLED WHERE PERMITTED BY CODE FOR BRANCH CIRCUIT IN A HI-IMPACT PHENOLIC INSULATING COPPER TYPE "TWC" OR "XWC". DRAWING AND CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT WIRING CONCEALED IN CEILINGS AND WALLS AND SHALL BE E. SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THE CONTRACT 3) NO CUTTING OR DRILLING OF THE EXISTING STRUCTURE SHALL AFFECT THIS INSTALLATION. CONTRACTOR SHALL ARRANGE ALL REQUIREMENTS, ADJUST, REPAIR OR REPLACE ALL DEFECTIVE OR BE DONE WITHOUT THE WRITTEN APPROVAL OF ARCHITECT INSTALLED IN STRICT ACCORDANCE WITH BUILDING MANAGEMENT C. CONNECTORS AND LUGS SHALL BE AS MANUFACTURED BY BURNDY, ELECTRICAL PARTS OF THIS WORK AND EQUIPMENT IN PROPER RELATION TO STANDARDS. THOMAS & BETTS O.Z. GEDNEY, THE WORK AND EQUIPMENT OF OTHERS AND WITH BUILDING INOPERATIVE PARTS AND AGAIN CONDUCT THE COMPLETE OR STRUCTURAL ENGINEER. ELECTRICAL CONTRACTOR SHALL SUBMIT OR AS APPROVED. CONSTRUCTION AND ARCHITECTURAL FINISH SO THAT IT WILL PERFORMANCE TEST. FOR APPROVAL ALL LOCATIONS OF PROPOSED PENETRATIONS 20. OUTLET BOXES SPECIFICATIONS SHEET#1 HARMONIZE IN SERVICE AND APPEARANCE. THROUGH THE EXISTING STRUCTURE PRIOR TO WORK BEING DONE. A. OUTLET BOXES SHALL BE CODE GAUGE HOT DIPPED GALVANIZED E. TH= WORK UNDER THIS CONTRACT SHALL BE PERFORMED E. LIMITING NOISE PRODUCED BY ELECTRICAL INSTALLATIONS STAMPED STEEL. BOXES SHALL BE 4" SQUARE, DEPTH AS SIMULTANEOUSLY WITH THE WORK OF OTHER TRADES, SO AS NOT REQUIRED, EXTENSION COLLARS SHALL BE USED WHERE REQUIRED TO DELAY THE OVERALL PROGRESS OF WORK. ALL WORK SHALL OPERATE UNDER ALL CONDITIONS OF LOAD TO MEET CONSTRUCTION REQUIREMENTS. WITHOUT ANY SOUND OR VIBRATION WHICH IS OBJECTIONABLE, IN B. BOXES SHALL BE MANUFACTURED BY APPLETON RACO, STEEL CITY, SEAL DATE 11/23/2016 OPINION OF THE ARCHITECT AND OWNER. SOUND OR VIBRATION OR APPROVED EQUAL. CONDITIONS CONSIDERED OBJECTIONABLE SHALL BE CORRECTED IN APPROVED MANNER BY CONTRACTOR AT HIS EXPENSE. PROJECT N N - SCALE 1 _11-011 GER DWG NO. W -801 . 00 �p NO 066l� CAD FILE NO. PAGE Ai��ESS�Q\,P� ::I I 10 OF 12 21. INSULATION BUSHINGS ALL RIGID CONDUIT TERMINATING IN CABINETS, PANELBOARDS, PULL D. PLATES FOR FLUSH MOUNTED DEVICES SHALL BE LEVITON "DECORA" E. MOTOR STARTER WIRING: EACH MOTOR STARTER CIRCUIT SHALL BE B. WIRING AND BRANCH CIRCUITING C. EQUIPMENT GROUNDING BOXES, ETC., SHALL HAVE INSULATING BUSHINGS O.Z. TYPE B OR TYPE NO. 80401-N SERIES TYPE, OR AS SPECIFIED BY THE ARCHITECT. BLG FOR GROUNDING BUSHINGS OR AS MANUFACTURED BY THOMAS & BOXES WITHOUT DEVICES SHALL HAVE BDEVICES LOCATED AT ONE POINT SHALL BE UNDER A COMMON LANK PLATES. MULTIPLE WIRED COMPLETE READY FOR OPERATION. PERFORM WIRING IN 1 THROUGHOUT THIS SPECIFICATION AN EQUIPMENT GROUNDJTnl;; a BETTS OR APPROVED EQUAL. ACCORDANCE WITH MANUFACTURER'S WIRING DIAGRAMS AND 1) NO WIRE SHALL BE PULLED IN UNTIL THE CONDUIT SYSTEM IS COMPLETED. ONLY APPROVED PULLING COMPOUND SHALL BE CONDUCTOR (GROUNDING CONDUCTOR) SHALL BE DEEMED TO) PLATE UNLESS OTHERWISE NOTED. SUBMIT SAMPLES OF ALL APPROVED MECHANICAL SHOP DRAWINGS. INTERLOCK WIRING USED. ALL WIRES SHALL BE CONTINUOUS BETWEEN OUTLET MEAN A COPPER WIRE OF THE GAUGE SHOWN, OR WHERE NOT 22. TAPS, SPLICES, TERMINATIONS PLATE TYPES TO THE ARCHITECT FOR APPROVAL PRIOR TO SHALL BE DONE BY MEANS OF AUXILIARY CONTACTS AND/OR AND OUTLET, OR FROM PANELBOARD TO THE FIRST OUTLET. SHOWN AS SIZED BY LOCAL CODE. INSTALLATION. RELAYS. A. CONNECTORSFOR SPLICES, TAPS, AND TERMINATIONS SHALL BE OF JOINTS THAT BECOME NECESSARY IN CIRCUIT WORK AT THE OUTLETS SHALL BE MADE WITH APPROVED PRESSURE 2) PANELBOARDS, PULL BOXES AND ANY OTHER ENCLOSURE TETE COMPRESSION ESSION TYPE AND SHALL BE THOMAS & BETTS SERIES E. PLATES: F. MISCELLANEOUS CONTROL DEVICES: ANY REQUIRED INTERLOCKING CONNECTORS. ALL JOINTS SHALL BE COVERED WITH AN TERMINATING A RACEWAY RUN SHALL BE GROUNDED BY CLIENT: 541•000 OR EQUAL FOR COPPER CONDUCTORS #8 AND LARGER. PLATES FOR WIRING DEVICES: PLATES FOR FLUSH MOUNTED DEVICES CONTROL AND/OR TIME DELAY RELAYS, CONTROL TRANSFORMERS, INSULATION EQUAL TO THAT ON THE CONDUCTORS. BONDING THE EQUIPMENT GROUND CONDUCTOR TO THE REMOTE PUSHBUTTONS REQUIRED TO PERFORM FUNCTIONS " PROVIDED GROUND BUS OR TO GROUND LUG. IN ADDITION, ,Id CONNECTORS FOR COPPER CONDUCTORS #10 AND SMALLER SHALL SHALL BE 0.040 STAINLESS STEEL TYPE 302 SATIN FINISH OF THE INDICATED ON ELECTRICAL DRAWINGS OR PER LOCAL AUTHORTIES BE: MADE WITH APPROVED PRESSURE CONNECTORS. ALL JOINTS STRUCK-UP TYPE. PLATES FOR TELEPHONE OUTLETS SHALL HAVE 2) CIRCUIT WIRE SIZES OTHER THAN 2 #12-3/4 C ARE INDICATED ALL INCOMING AND OUTGOING CONDUITS SHALL BE GROUNDED s SHALL BE COVERED WITH AN INSULATION EQUAL TO THAT OF THE 3/4" BUSHED OPENING. BOXES WITHOUT DEVICES SHALL HAVE SHALL BE FURNISHED, INSTALLED AND WIRED UNDER THIS SECTION ON PLAN. REFER TO PANEL SCHEDULES FOR BRANCH CIRCUIT BY MEANS OF GROUNDING BUSHINGS. BUSHINGS SHALL BE CONDUCTORS. LUGS FOR CONNECTORS #4 AND LARGER SHALL BLANK PLATES. SUBMIT SAMPLES FOR APPROVAL. OF THE SPECIFICATION. BREAKERS OTHER THAN 1 POLE, 20 AMP. ALL CIRCUIT AND CONNECTED TOGETHER AND TO THE PANEL OR PULL BOX a . V/7 BE; OF THE TWO-BOLT TYPE. THE MANUFACTURER'S 25SAFETY SWITCHES AND FUSES GCONTROL WIRING FOR HVAC SYSTEM: ALL CONTROL WIRING FOR FEEDERS SHALL HAVE INSULATED GREEN GROUND CONDUCTOR GROUND LUG OR GROUND BAR WITH A BONDING JUMPER. . G.RECOMMENDED HEXAGONAL DIES AND HYDRAULIC TOOLS SHALL BE SAFETY AND OPERATIONAL CONTROLS LOCATED ON MACHINE AND HAVE CONNECTED TO GROUND BUS IN RESPECTIVE PANEL. 3 MOTORS SHALL BE GROUNDED BY MEANS OF A GROUNDING USED. PRESSURE CONNECTORS SHALL BE THOMAS & BETTS A. SWITCHES SHALL BE VOLTAGE RATED TO SUIT CHARACTERISTICS OF PANELS SHALL BE PROVIDED, INCLUDING DEVICES ON OR MINIMUM"SIZE CONDUCTOR AND CONDUIT IS #12 THW/THWN ) CONDUCTOR INT HE SAME RACEWAY WITH THE MOTOR FEEDER w rEngineering D.P.C./we engineer success SERIES PT-1, IDEAL 71B SERIES, SCOTCH-LOCK, BUCHANAN OR THE SYSTEM FROM WHICH THEY ARE SUPPLIED. ASSOCIATED WITH EACH UNIT. ALL CONTROL WIRING TO CONPLETE CU, 3/4 C. NEUTRALS OF ALL 120/208V CIRCUITS SERVING CONNECTED TO THE GROUNDING BUSHING AT THE MOTOR 116 West 32nd Street,12th Floor,New York,N.Y.10001 APPROVED EQUAL. B. SWITCHES SHALL BE HEAVY-DUTY, METAL ENCLOSED, EACH MOTOR STARTER CIRCUIT FOR DESIRED OPERATION SHALL BE RECEPTACLES AND LANDSCAPE FURNITURE SHALL BE #10 AWG TERMINAL BOX AND THE GROUND BUS IN THE MOTOR CONTROL P212.643.9055 F212.643.0503 www.mgedpc.net 23. PULL BOXES. JUNCTION BOXES AND WIREWAYS EXTERNALLY-OPERATED SAFETY SWITCHES, FUSED OR UNFUSED, PROVIDED INCLUDING ANY REQUIRED ELECTRIC INTERLOCK WIRING MINIMUM. CONTRACTOR SHALL PROVIDE ONE (1) 1 12 CENTER OR TO THE INCOMING CONDUIT GROUNDING BUSHING OF SUCH TYPE AND SIZE AS REQUIRED TO PROPERLY PROTECT BETWEEN STARTERS, WIRING OF PE SWITCHES, EP RELAYS, DAMPER INSULATED GROUND WIRE IN EACH HOMERUN CON UIT UNLESS OF AN INDIVIDUALLY MOUNTED MOTOR STARTER. MEP ENGINEER: A. ALL JUNCTION BOXES, EXCEPT THOSE IN WET LOCATIONS, SHALL BE OR DISCONNECT THE LOAD FOR WHICH THEY ARE INTENDED. LIMIT SWITCHES, AUTOMATIC ACTUATION CONTROLS FOR PUMPS, OTHERWISE NOTED. MADE OF SHEET STEEL OF CODE THICKNESS. PROVIDE REJECTION TYPE FUSE CLIPS WHERE REJECTION TYPE ELECTRIC SOLENOID VALVES, LEVEL CONTROLLERS, OPERATIONAL 3) WIRES FOR HOMERUNS SHALL BE N0. 10 AWG IF LONGER 4) WHEREVER FLEXIBLE CONDUIT IS USED FOR PART OF A FUSES ARE INSTALLED. FLOAT SWITCHES, ELECTRIC OR ELECTRONIC THERMOSTATS, CONDUIT RUN, EXCEPT LIGHTING BRANCH CIRCUITS, A B. UNLESS OTHERWISE SPECIFIED, ALL COVERS, TRIMS AND DOORS ON FREEZESTATS, SMOKE DETECTION SHUTDOWN CONTRACTS, ETC. THAN 100 FEET FOR 120 VOLT CIRCUITS. SIZES OF WIRE FOR GROUNDING CONDUCTOR SHALL BE PROVIDED IN THE CONDUIT CSAFETY SWITCH ENCLOSURES SHALL BE NEC. MA 1, FACTORY FINISHED, THE VARIOUS SIGNAL AND SPECIAL SYSTEMS AND SERVICE AND CONNECTED TO GROUNDING BUSHINGS AT EACH END OF SUCH BOXES AND ALL EXPOSED BOXES, INCLUDING DOORS AND FOR INTERIOR INSTALLATION. H. ELECTRIC HEATERS: WIRE ANY ELECTRIC INCLUDING LOCAL AND/OR SHALL BE SPECIFIED UNDER THE RESPECTIVE HEADINGS AND THE RUN. TRIMS, SHALL BE BONDERIZED OR TREATED IN SOME EQUIVALENT MANNER TO RESIST RUSTING AND SHALL BE PAINTED WITH TWO ALL DISCONNECT SWITCH SHALL BE PROVIDED WITH NAMEPLATE REMOTE DEVICES PACKAGE TO BE FURNISHED BY HVAC AS APPROVED. CONTRACTOR. 5) A GREEN INSULATED GROUNDING CONDUCTOR #12 MIN. SHALL COATS OF PROTECTIVE PRIMER PAINT GRAY IN COLOR. ALL FINISH FOR EACH DISCONNECT SWITCH ENGRAVED WITH THE EQUIPMENT 4) WHEREVER IT IS REQUIRED TO DISCONNECT OR REMOVE ANY BE INSTALLED IN ALL BRANCH CIRCUIT AND FEEDER CONDUITS. PAINTING WILL BE DONE UNDER ARCHITECTURAL SECTIONS OF THE DESIGNATION WHICH THE DISCONNECT SERVES. SHALL BE BLACK I. ALARMS: PROVIDE WIRE, CONDUIT AND CONNECTIONS FOR ANY PART OF AN EXISTING CIRCUIT, IMMEDIATELY RECONNECT THAT SPECIFICATION. ALL BOXES RECEIVING ALUMINUM CONDUITS SHALL BAKELITE PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS MISCELLANEOUS ALARM SYSTEMS AS SPECIFIED UNDER HVAC AND CIRCUIT TO RE-ESTABLISH SERVICE IN THE REMAINING PORTION BE GALVANIZED. ENCLOSED BY WHITE BORDER ON BEVELED EDGE. FIRE PROTECTION SECTIONS. INSTALLATION WHERE INDICATED OR OF THE CIRCUIT. C. JUNCTION SHALL BE FURNISHED AND INSTALLED WHERE INDICATED DESIGNATED ALARM BELLS, ALARM CONTACT DEVICES; PROVIDE 5) CONTRACTOR TO NOTIFY ENGINEER PRIOR TO INSTALLATION IF ON' PLANS, AND WHEREVER ELSE SUCH A BOX MAY E DEEMED D. EACH FUSIBLE SWITCH SHALL BE LEFT EQUIPPED WITH A COMPLETE REQUIRED INDEPENDENT POWER SUPPLIES. AVAILABLE CIRCUITS ARE NOT ADEQUATE TO SUPPLY NEW NECESSARY. PROVIDING LOCATION IS ACCEPTED BY THE SET OF UL CLASS RK5 DUAL-ELEMENT FUSES FOR INDUCTIVE REQUIREMENTS AS SHOWN ON THE DRAWING. ARCHITECT, TO FACILITATE THE PULLING OF WIRES AND CABLES. MOTOR LOADS AND UL CLASS RK1 FOR RESISTIVE LOADS, UNLESS J. CONTROL WIRING SHALL BE CONNECTED TO BUILDING CONTROL AUL SUCH BOXES MUST BE MADE ACCESSIBLE AND BUILT L OTHERWISE INDICATED. FUSES SHALL BE FUSETRONS, RATED AS MANAGEMENT SYSTEM. COORDINATE WITH BUILDING FOR 6) PHASE LEGS OF ALL NEW PANELS SHALL BE BALANCED AT 31, TELEPHONE AND COMMUNICATION SYSTEMS HEAVY GAUGE STEEL, UNLESS OTHERWISE SPECIFIED, AND SHALL INDICATED, MANUFACTURED BY BUSSMANN MANUFACTURING TERMINATION OF CONTROL WIRING. SUPPLY POINT. ANY PANEL WITH UNBALANCED LOADS SHALL BE BUILT ONLY FROM DETAIL WORKING DRAWINGS. THE COVERS COMPANY, GOULD SHAWMUT OR EQUAL. HAVE ITS CIRCUITS REARRANGED AS REQUIRED TO THE BALANCE A. PROVIDE TELEPHONE AND COMMUNICATION EMPTY CONDUIT SYSTEMS OF BOXES SHALL BE DESIGNED FOR QUICK REMOVAL. WHEN THE PHASE LEGS. FOR WIRING AND CABLING TO BE INSTALLED BY OTHERS. SYSTEM IS FINISHED, THE BOXES SHALL CONTAIN NO OPENINGS, E. OPERATING MECHANISMS SHALL BE DESIGNED SO THAT THE LOCATION AND SIZE OF CONDUIT SHALL BE AS SPECIFIED ON THE EXCEPT SWITCHES MAY BE LOCKED IN THE ON OR OFF POSITIONS. 7) ALL PANELS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL EPT THAT INTO WHICH THE CONDUIT PASSED. JUNCTION DIRECTORIES, COMPLETELY FILLED IN TO CONFORM TO NEW DRAWINGS. THE MANNER OF INSTALLING CONDUIT SHALL BE THE 28. LIGHTING FIXTURES SAME AS SPECIFIED HEREIN FOR LIGHT AND POWER WIRING BOXES SHALL NOT BE EXPOSED IN FINISHED SPACES AND MEET 1) THE SWITCH SHALL HAVE F INTERLOCK TO PREVENT FINAL ARRANGEMENT OF CIRCUITS. ELECTRICAL CONTRACTOR SYSTEM AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE THE APPROVAL OF THE OWNER. JUNCTION BOXES OCCURRING IN UNAUTHORIZED OPENING OF THE HINGED COVER WHEN THE A. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS INDICATED MUST PRODUCE A LETTER ATTESTING THAT THIS WORK HAS TELEPHONE COMPANY AND COMMUNICATION SYSTEM VENDOR. FINISHED AREAS SHALL HAVE THE REMOVABLE COVER PLATES SWITCH IS IN THE ON POSITION AND AN INTERLOCK TO BEEN COMPLETED TO THE SATISFACTION OF THE BUILDING FLUSH WITH FINISHED CEILING OR SHALL BE LOCATED IN HUNG PREVENT CLOSING THE SWITCH MECHANISM WITH THE HINGE ON THE DRAWINGS AND/OR SPECIFIED BY THE ARCHITECT. MANAGER WHO WILL CONFIRM HIS ACCEPTANCE BY AFFIXING HIS THE TELEPHONE AND COMMUNICATION SYSTEMS SHALL CONSIST OF CEILING BEHIND READILY IDENTIFIABLE ACCESS DOORS. ALL COVER OPEN. SIGNATURE TO THE LETTER IN A SPACE PROVIDE FOR THIS B. EMPTY RACEWAYS, JUNCTION BOXES, PULL BOXES, ETC., LEFT IN CABLES WITHIN PULLBOXES SHALL BE PROPERLY TAGGED FOR F. UPON COMPLETION OF THE WORK, PROVIDE TO THE OWNER 6 1) APPROVED MANUFACTURERS: FIXTURES SHALL BE AS PURPOSE. WORK WILL NOT BE CONSIDERED AS BEING READINESS FOR WIRING TO BE PROVIDED BY OTHERS. PROVIDE IDENTIFICATION. SUITABLE INSULATED SUPPORTS SHALL BE SPECIFIED. (ON THE ARCHITECTURAL DRAWING). COMPLETE WITHOUT THIS LETTER. PROVIDED IN ALL PULLBOXES TO SUPPORT FEEDERS PASSING SPARE FUSES OF EACH SIZE AND TYPE INSTALLED IN THE FUSED DRAG LINE IN ALL EMPTY CONDUIT. THROUGH THE BOXES SO THAT THE CONDUCTORS WILL NOT SWITCHES PROVIDED UNDER THIS CONTRACT. 2) ALL LIGHTING MUST BE IN ACCORDANCE WITH THE 8) ALL WIRES AND CABLES IN PULL, SPLICE AND SUPPORT BOXES, C. ALL TELEPHONE/DATA INSTALLATIONS SHALL BE COORDINATED WITH REMAIN UNSUPPORTED FOR A DISTANCE GREATER THAT THREE REQUIREMENTS OF LOCAL CODES AND AUTHORITY HAVING PANELBOARDS, ETC., SHALL BE TAGGED USING FLAME THE RESPECTIVE VENDORS. FEET AS REQUIRED BY CODE. G. SWITCHES SHALL BE MANUFACTURED BY: JURISDICTION RESISTANCE TAGS. TAGS SHALL IDENTIFY CABLES AND D. SUPPORT JUNCTION BOXES INDEPENDENTLY TO BUILDING 1) GENERAL ELECTRIC COMPANY - TYPE TH. EQUIPMENT SERVED. D. TELEPHONE CONDUIT SHALL BE AS SPECIFIED IN SECTION STRUCTURE WITH NO WEIGHT BEARINGS ON CONDUITS. 2) SQUARE D COMPANY - TYPE HD. "RACEWAYS". TELEPHONE CONDUIT RACEWAYS SHALL HAVE NO 3) ITE - SIEMENS. 29. INSTALLATION 9) ALL WIRING NG SHALL BE COLOR CODED THE SAME AS THE MORE THAN THE EQUIVALENT OF TWO 90 DEGREE BENDS. 24. WIRING (DEVICE A. SIL E. EMPTY CONDUIT FOR NEW TELEPHONE AND DATA OUTLETS IN 26. PANELBOARDS 10) WIRE PREVIOUSLY PULLED IN CONDUIT IS CONSIDERED USED PARTITIONS SHALL BE AS INDICATED ON DRAWING. A. WIRING DEVICES SHALL BE OF THE MOLDED COMPOSITION TYPE, 1) CONDUIT SHALL BE SECURELY FASTENED IN PLACE AT NOT AND SHALL NOT BE RE-PULLED. SPECIFICATIONS GRADE, RATED AT 125 VOLTS, UNLESS OTHERWISE A. UPGRADE/MODIFY EXISTING PANELS AS PER PANEL SCHEDULES. MORE THAN 5-FOOT CENTERS, AND HANGERS, SUPPORTS OR 32, TEMPORARY LIGHT AND POWER NOTED. ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS FASTENERS SHALL BE PROVIDED AT EACH ELBOW AT EACH END 11) CHASING OF MASONRY AND GYPSUM SHAFT WALL OTHERWISE NOTED. DECORA SERIESOR APPROVED OR EQUAL. B. THE BRANCH CIRCUIT BREAKERS, IN GENERAL, SHALL BE MOLDED OF EACH STRAIGHT RUN TERMINATED AT A BOX OR CABINET. CONSTRUCTION CORE AND/OR EXTERIOR WALLS WILL NOT BE A. PROVIDE TEMPORARY LIGHT AND POWER FOR THE DURATION OF THE CASE, BOLT ON TYPE, THERMAL MAGNETIC TRIP, SINGLE, 2 OR 3 WHERE RISER CONDUITS PIERCE FLOOR SLABS, THEY SHALL PERMITTED. JOB. B. SWITCHES POLE AS NOTED ON THE DRAWINGS. REST ON EACH FLOOR WITH APPROVED BEAM CLAMPS, SPECIAL HUNG CEILING SHALL BE ADEQUATELY SUPPORTED BY MEANS C. OUTLET BOXES B. PROVIDE TEMPORARY LIGHT AND POWER ON ELECTRICIAN'S HOLIDAYS LOCAL_ LIGHTING SWITCHES: 20 AMPERE, 120-277 VOLT-RATED 1) ALL MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, BRACKETS, OR ADJUSTABLE TRAPEZE HANGERS. CONDUIT IN WHEN OTHER TRADES WILL BE WORKING. SINGLE POLE OR 3-WAY AS INDICATED, OR EQUAL. FINISH COLOR COMMON TRIP. 1 OUTLET BOXES SHALL BE FIRMLY ANCHORED IN PLACE AND OF CLAMPS, PIPE STRAPS OR HEAVY IRON TIE WIRE TO THE ) , C. PROVIDE TEMPORARY LIGHT AND POWER FOR OVERTIME DELIVERIES AS SPECIFIED BY THE ARCHITECT. SWITCHES SHALL BE AS 2) BREAKERS SHALL BE RATED 10,000 A.I.C. FOR 120/208 VOLT STRUCTURAL MEMBERS SUPPORTING THE CEILINGS. DO NOT WHERE REQUIRED, PROVIDED WITH FIXTURE SUPPORTS. BY OTHER TRADES. FOLLOWS, UNLESS OTHERWISE INDICATED: SUPPORT CONDUIT FROM DUCTWORK, PIPING, EQUIPMENT,ETC. PROVIDE SPECIAL SUPPORTS FOR RECESSED FIXTURES, ETC., SERVICE, UNLESS OTHERWISE INDICATED. ALL CONDUIT SHALL BE RUN CONCEALED UNLESS OTHERWISE SUITABLE EXPANSION SCREWS SHALL BE USED FOR SECURING D. TEMPORARY LIGHT AND POWER SHALL BE INSTALLED IN ACCORDANCE 1) 20 AMPERES, SINGLE POLE: 120/277 VOLTS, LEVITON 3) BREAKERS SHALL BE RATED 14,000 A.E.I. FOR 277/480 VOLT INDICATED. OPENINGS AROUND ELECTRICAL PENETRATIONS BOXES TO SOLID MASONRY AND APPROVED TYPE TOGGLES FOR WITH CODES AND AUTHORITIES HAVING JURISDICTION. "DECORA" NO. 5621-2W. SERVICE, UNLESS OTHERWISE INDICATED. THROUGH FIRE RESISTANCE RATED WALLS, PARTITIONS, FLOORS SECURING TO HOLLOW MASONRY UNITS. BOXES IN HUNG BRANCH SHALL BE OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED PLASTER CEILINGS SHALL BE PROVIDED WITH TWO HANGER 2) 20 AMPERES, THREE WAY: 120/277 VOLTS, LEVITON "DECORA" 4) EACH BREAKER( ISREADIE YS REMOVABLE FROM ARRANGED E S PANEL T METHODS. BARS AND TWO HANGER CLIPS FOR EACH BAR. NO. 5623-2W. WITHOUT DISTURBING ADJACENT BREAKERS. 2) THE ENTIRE CONDUIT AND WIRING SYSTEMS SHALL BE 2) NOT MORE THAN FOUR CONDUITS FOR BRANCH CIRCUITS SHALL 33. TRANSFORMERS 3) PILOT LIGHT SWITCHES OF EQUIVALENT RATING AND GRADE TO 5) PHASE LEGS SHALL BE ALTERNATELY BUSSED TO EACH CIRCUIT THOROUGHLY GROUNDED IN AN APPROVED MANNER. GROUND ENTER A STANDARD OUTLET BOX. WHERE THE NUMBER OF A. NOT USED. ABOVE SWITCHES: BREAKER IN A MANNER TO EFFECT BALANCING THE BRANCH WIRES SHALL BE SUITABLY PROTECTED FROM MECHANICAL CONDUITS ENTERING AN OUTLET BOX EXCEEDS FOUR, BOX SIZE A. 20 AMPERES, SINGLE POLE: 120 VOLTS, LEVITON "DECORA" N0. CIRCUIT CONNECTIONS AS NEARLY AS POSSIBLE OVER EACH PHASE. INJURY. SHALL BE INCREASED. 5628-2W. 3) RUNNING THREADS SHALL NOT BE USED. WHERE CONDUIT D. LIGHTING EQUIPMENT B. 20 AMPERES, THREE WAY: 120 VOLTS, LEVITON "DECORA" NO. C. CIRCUIT BREAKERS SHALL BE SQUARE D TYPE TO MATCH EXISTING. WITH TAPERED THREADS CANNOT BE COUPLED WITH STANDARD 5638-2W. TYPE THQB FOR 120/208 VOLT SERVICE AND TYPE AE COUPLINGS, O.Z. SPLIT COUPLINGS OR ERICKSON COUPLINGS WITH TYPE TEY CIRCUIT BREAKERS FOR 277/480 VOLT SERVICE. SHALL BE USED. ALL EXPOSED CONDUIT MUST BE SECURELY 1) ALL HANGERS, BASES, CABLES, SUPPORTS, CHANNELS, FRAMES, C. 20 AMPERES, SINGLE POLE: 277 VOLTS, LEVITON "DECORA" NO. FASTENED AND IN PLACE BY MEANS OF APPROVED SUPPORTS AND BRACKETS OF ALL KINDS FOR SAFELY ERECTING THIS 5629-2W. AND FASTENINGS. EXPOSED BRANCH CIRCUIT CONDUIT SHALL EQUIPMENT IN PLACE SHALL BE FURNISHED AND INSTALLED RUN AT RIGHT ANGLES, USING CONDUIT FITTINGS FOR TAPS UNDER THIS SECTION. D. 20 AMPERES, THREE WAY: 277 VOLTS, LEVITON "DECORA" NO. 27. MOTORS. STARTERS AND CONTROLS AND DIRECTION CHANGES. ISSUED FOR PERMIT AND BID 02-01-17 5639-2W. 2) ALL LIGHTING UNITS, WHEN INSTALLED, SHALL SET TRUE AND 4) ILLUMINATED SWITCHES OF EQUIVALENT RATING AND GRADE TO A. GENERAL: PRE-WIRED PACKAGED TYPE EQUIPMENT, MOTOR 4) THE ENDS OF ALL CONDUIT SHALL BE CAREFULLY REAMED BE FREE OF LIGHT LEAKS, WARPS, DENTS, AND OTHER ABOVE SWITCHES: STARTERS, CONTROL DEVICES, CONTROL PANELS AND ALARM BEFORE INSTALLATION. WHERE IT BECOMES NECESSARY TO IRREGULARITIES. ISSUED FOR 80% 01-13-17 PANELS FOR HEATING, VENTILATING, AIR CONDITIONING, AND FIRE CUT A LENGTH OF CONDUIT, IT SHALL BE DONE WITH A 3 ALL LIGHTING UNITS SHALL BE FREE OF DUST AND DIRT AT A. 20 AMPERES, SINGLE POLE: 120 VOLTS, LEVITON "DECORA" NO. PROTECTION WILL BE FURNISHED UNDER OTHER SECTIONS OF THE HACKSAW OR ESPECIALLY APPROVED CUTTER AND CARE SHALL ) TIME OF INSTALLATION ISSUED FOR REVIEW 01 1017 5631-2W. SPECIFICATION AND INSTALLED AND WIRED UNDER THIS SECTION BE TAKEN TO SECURE A SQUARE END ON ALL CONDUIT. OF THE SPECIFICATION, EXCEPT AS OTHERWISE NOTED OR PROVIDE NYLON DRAGS IN ALL EMPTY CONDUIT RACEWAYS. 4) HANGING OF LIGHTING FIXTURES IS TO BE DONE IN B. 20 AMPERES, THREE WAY: 120 VOLTS, LEVITON "DECORA" NO. REQUIRED UNDER UNION JURISDICTION RULINGS. CONTROL CONDUIT TERMINATIONS AT BOXES AND CABINETS SHALL BE PROGRESS 12.22.18 5633-2W. DEVICES WHICH HAVE PIPING CONNECTIONS WILL BE INSTALLED RIGIDLY SECURE WITH DOUBLE LOCKNUTS AND BUSHINGS. ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE AND LOCAL BUILDING CODE. LIGHTING FIXTURES WEIGHING TAND C.. 20 AMPERES, SINGLE POLE: 277 VOLTS, LEVITON "DECORA" NO. NO. REVISION DATE BY UNDER OTHER SECTIONS OF THE SPECIFICATION AND WIRED UNDER INCLUDING 40 POUNDS MAY BE SUPPORTED FROM THE STEEL 5649-2W. THIS SECTION OF THE SPECIFICATION. WHERE WALL SPACE IS NOT 5) WHERE CONDUITS TERMINATE IN CABINETS, THEY SHALL EE "Z" BARS. LIGHTING FIXTURES WEIGHING FROM 41 POUNDS UP AVAILABLE, SUITABLE ANGLE IRON FRAMEWORK SUPPORTS SHALL NEATLY ARRANGED AND ALL ENDS SHALL BE AT THE SAME TO AND INCLUDING 80 POUNDS MAY BE SUPPORTED FROM THE D. 20 AMPERES, THREE WAY: 277 VOLTS, LEVITON "DECORA" NO. BE PROVIDED FOR MOUNTING OF STARTERS AND CONTROLS. LEVEL. THE ENDS OF ALL CONDUITS SHALL BE CAREFULLY PURLINS. LIGHTING FIXTURES WEIGHING OVER 80 POUNDS POWER WIRING SHALL BE PROVIDED TO ALL MOTORS, STARTERS, SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND 7I 5659-2W. PLUGGED WITH A BUSHETTE SO AS TO AVOID THE ENTRANCE MOTOR CONTROLLERS. FURNISH AND INSTALL ALL REQUIRED OF FOREIGN MATERIALS OR MOISTURE AND KEPT SO UNTIL NOT FROM THE CEILING SUSPENSION SYSTEM. 'te� 5) COLOR: CONTROL WIRING AND RACEWAYS FOR CONTROL WIRING EXCEPT AS WIRES ARE PULLED; THE ENDS OF THE CONDUITS AT MOTORS, N.=16, \rch t u ru B.0 SPECIFICALLY EXCLUDED HEREIN. TAG ALL CONTROL WIRING. MOTOR STARTING BOXES AND SIMILAR APPARATUS AND DEVICES 30, GROUNDING SYSTEM A. SWITCHES: WHITE OR AS DIRECTED BY ARCHITECT. WIRE PER APPROVED SHOP DRAWINGS. PERFORM ALL REQUIRED SHALL BE FURNISHED WITH SUITABLE CONDUIT FITTINGS AS B. PILOT LIGHT: RED. ADJUSTMENTS, WIRING MODIFICATIONS IN CONJUNCTION WITH ANY REQUIRED IN EACH CASE. THE ELECTRICAL SYSTEM AND EQUIPMENT SHALL BE GROUNDED IN TESTING AND OPERATION SYSTEM START-UP PROCEDURES. A. ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE C. ILLUMINATED SWITCHES: AS DIRECTED BY ARCHITECT. 6) CUT BACK TO FLOOR, WALL OR CEILING AND PLUG BOTH ENDS B. RESPONSIBILITY: ELECTRICAL WORK AND ELECTRICAL REQUIREMENTS OF CONCEALED CONDUITS MADE OBSOLETE BY THIS ALTERATION. AND AS SPECIFIED. THE GROUNDING CONDUCTOR SHALL BE AN TPG ARCHITECTURE, LLPINDICATED, THE CONDUCTOR SHALL INSULATED COPPER WIRE OF SIZE INDICATED. A TED. WHERE SIZE IS NOT ICA C. RECEPTACLES SPECIFIED IN HEATING, VENTILATING, AIR CONDITIONING SECTION, REMOVE EXPOSED CONDUITS, OUTLET BOXES AND HANGERS ACCORDANCE WITH THE 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 FIRE PROTECTION SECTION, AUTOMATIC TEMPERATURE CONTROL MADE OBSOLETE BY ALTERATION, UNLESS DESIGNATED TO HEAVY' DUTY, GROUNDING TYPE, BACK AND SIDE WIRED, FULLY SYSTEMS SECTION, IS AN OBLIGATION OF THIS ELECTRICAL REMAIN. ALL UNUSED CONDUIT AND WIRE SHALL BE REMOVED. REQUIREMENTS OF THE ELECTRICAL CODE EXCEPT THAT MINIMUM 631.547.7300 1 TPGARCHITECTURE.COM ENCLOSED IN COMPOSITION CASE. SECTION, THE SAME AS IF SPECIFIED HEREIN. SIZE SHALL BE NO. 12. ACCESSIBLE CONNECTIONS SHALL BEMADE WITH MULTIPLE BOLT SILICON BRONZE CONNECTORS RECEPTACLES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: C. MOTOR INSTALLATION AND CONNECTIONS: ALL UTILITY MOTORS SPECIFICALLY DESIGNED AND APPROVED FOR THE CONNECTION TO IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN SUCH AS FANS, PUMPS, ETC., ARE FURNISHED UNDER APPLICABLE BE MADE. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 1) 15 AMPERES, DUPLEX, NEMA 5-15R: LEVITON "DECORA" NO. SECTIONS OF THE SPECIFICATION. RECEIVE THESE MOTORS, B. SYSTEM GROUND LLP FROM AND AGAINST ALL CLAIMS LIABILITIES LOSSES, DAMAGES, AND 2) 15 AMPERES, SINGLE, NEMA 5-15R: LEVITON "DECORA" NO. CONNECTIONS INCLUDING A CHECK FOR CORRECT ROTATION, AS COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 16251-W. WORK UNDER THIS SECTION. CONNECT EACH MOTOR TO A 1) UNDER NO CIRCUMSTANCES SHALL A NEUTRAL CONDUCTOR OR NEUTRAL BAR IN AN ENCLOSURE AGAIN BE GROUNDED AFTER IT OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, SEPARATE BRANCH CIRCUIT, EXCEPT WHERE OTHERWISE SHOWN. . OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED HAS BEEN ONCE GROUNDED AT THE SERVICE ENTRANCE 3) 20 AMPERES, DUPLEX, NEMA 5-20R: LEVITON "DECORA" N0. RUN CIRCUITS TO THE MOTOR VIA STARTING EQUIPMENT. 16362-W. TERMINATE CONDUIT TO MOTORS IN FINAL CONNECTION WITH BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 4) 20 AMPERES, SINGLE, NEMA 5-20R: LEVITON "DECORA" NO. LIQUID-TIGHT FLEXIBLE CONDUIT. 16351. PROJECT D. DISCONNECTING SWITCHES: WHERE SHOWN N THE DRAWINGS OR 5) 15 AMPERES, DUPLEX GFCI, NEMA 5-15R: LEVITON "DECORA" REQUIRED, SHALL BE GENERAL DUTY ENCLOSED, EXTERNALLY N0. 8598-HG. OPERABLE WHERE POWERETY RATED'TANDSOFND SHALL HE ROPER VOLTAGE EXCEPT CAPITAL ONE AND 6) 20 AMPERES, DUPLEX GFCI, NEMA 5-20R: LEVITON "DECORA" AMPERE RATINGS FOR THE REQUIRED MOTOR AND SHALL HAVE MATTITUCK, NY NO. 8898-HG. THE NUMBER OF POLES REQUIRED TO OPEN ALL UNGROUNDED CONDUCTORS. SWITCHES INSTALLED WHERE EXPOSED TO THE 11700 MAIN ROAD 7) 15 AMPERES, ISOLATED GROUND, DUPLEX, NEMA 5-15R: WEATHER IN FAN CASINGS OR PLENUMS SHALL HAVE ° LIEVITON "DECORA" NO. 16262-1GG. WEATHERPROOF HOUSING. MEANS SHALL BE PROVIDED FOR 8) 20 AMPERES, ISOLATED GROUND, DUPLEX, NEMA 5-20R: PADLOCKING SWITCH IN THE OPEN POSITION. DISCONNECTING MATTITUCK, NY 11952 DEVICES, WHEN NOT INCLUDED WITH ELECTRICALLY OPERATED DRAWING LIEVITON "DECORA" NO. 16362-1GG. EQUIPMENT FURNISHED UNDER OTHER SECTIONS OF THE 9) 15 AMPERES, SURGE SUPPRESSION, DUPLEX, NEMA 5-15R: SPECIFICATION, SHALL BE PROVIDED UNDER THIS SECTION TO LIEVITON "DECORA" N0. 8280-1. COMPLY WITH CODE REQUIREMENTS. ELECTRICAL 10) 210 AMPERES, SURGE SUPPRESSION, DUPLEX, NEMA 5-20R: SPECIFICATIONS SHEET#2 LEVITON "DECORA" NO. 8380-1. 11) COLORS: WHITE AND GRAY AS INDICATED AND REQUIRED FOR DEDICATED OUTLETS OR AS DIRECTED BY ARCHITECT. SEAL DATE 11/23/2016 a PROJECT N 00 v 0 SCALE TS • �� G DWG N . 0 � = �..y -802 . 00 CAD FILE NO. PAGE 11 OF 12 _.-..,_.,_,-_.____.__.-.____._.._____--__._.___.-..-,_..."._,__.."_"__._....._.__-____-....,"-,._,-_._.__.----..-__._.--..-_,.._"__._..___.,_,_..-__,____-__._,..-___.-_-..�_.....,...__,..__._.__,._,-,.-_..___,___,..._...__._____.____,__,._..__,_..__....,.._._._..-,.-_-..-,_m..._-.__.,...__-... _.._.-,»__„-.-._„_._,.-•,..__..,..._.....__..._„____11.1_1.____._-,.__,.__....__.-1__1_1.1._,._.. -..._____.____....-_1.1_11____._._. -v___ r` �s S: ';s ,y., .__..-.».�...s��_... __..___-r. �E-r x .�.�!,-, � p pp"'y .,�.. � �,e....e._"_`___.... j 1.11 �,.�.._,._-..._...-.....____..-._..._._._..�.___...._._..._ I �,��� t_ ,c�i»�_E �_;� ...�:;:.�;� �: �-�,-�:��'': "r. .: ��•ui, �,;Ir+.� �:I_..f..,E.; I..�.,.��:=� �,-�:I��E ELECTRICAL SELECTIVE DEMOLITION NOTES;«, _ �� 11 �+/ �}I_11 .,.,- {}1 1i1 6A-11� ,,,,••,�`-� [E':- 13 - 11-1 i4' �1-11�k s�i 11� `." ' `J1-111 o1_-11 3 - • I ! 1. THE CONTRACTOR SHALL INCLUDE ALL COSTS FOR REMOVALS AND RELOCATIONS IN THE -�-=ti1 o o ___._._ .__ __.__ _._�_r______� ` CONTRACT• THESE COSTS SHALL INCLUDE WORK DESCRIBED IN THE SPECIFICATIONS AND " " "_._ _.._____..__ .__ W _.._._._ �___ - ___"._..___..__. SHOWN ON THE ELECTRICAL, ARCHITECTURAL, TELECOM AND MECHANICAL DRAWINGS WITH I ? i ALLOWANCES FOR NORMAL UNFORESEEN DIFFICULTIES WHEN CONCEALED WORK HAS BEEN __ .-_.- .f..-___,,._„__-_.__.______-____,..,__,_,__ ,- ____� _ : _..___._______._,__,___.. 1_1.1____1__.. ____�,_.-._,_____.,___�� I S I \ OPENED. NO CLAIMS FOR ADDITIONAL WORK ASSOCIATED WITH DEMOLITION AND RELOCATION I I R , t OF EQUIPMENT WILL BE ACCEPTED, EXCEPT IN SPECIFIC CASES CONSIDERED JUSTIFIABLE CLIENT: il i I Y H ARCHITECT A ENGINEER. ___._ .._ 111.1..-- ._ _ t B THE ARC EC AND E _._._..._.9 _____.___ ....e 1111, .._._._.��.,_ .. _ ` Y ,.. , .._,: 11_11 1111_ _ 1_111.____ .... _ 1111..-1111,--'---"'--»---- ._ ._.. r ......r.__ ._.. .,®mom••._-•-•_..__.._..._Y... ....�___.....,, ��._.�._. I t g..__,_�___ I {, AW 1111... ,«� ... .. ._.. ._... . �� .. �! _ " _.. . _« _1111 _, m m _1111,_, rr, _1111__. �.. _1111. „-.. _ s H - 1111.._,;»..�...,,�« 1111_ _1111.. .,..,. .._..� ;1111_^,._ �;, ._. ___..�,,,,.t.,., ___ _ ��. ;�.. ..._. _., 11:11.. _ .» �. ., :_.......,..,.:....: -� N . .-, . ,. . P I�`, i G ... +.,. ."r,... ,«�.,j 1111 1 ! I _ 1111 ,. t v .. ... .. f. { 1111 I 10 ! 11:11,;,.,u..:.r:..f.:.:...:: .„,111:1.:'.s. ,.. :.....,.._.,.:,::..P a j pt`, I •«„ „ R ^� a ! k { I »._. :«:L,:,.. .»:.:-« ._a,.,....:.......:.,.__#~..._»».3 G a I j 2. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL EXISTING ELECTRICAL WORK : {' �" , ` "' I I 1 I"""1111"""'11111......:`... "'""'""«"-"' j I ; � ! j i I I ! WHICH INTERFERES WITH THE NEW ARCHITECTURAL AND ELECTRICAL EQUIPMENT LAYOUT. �� w, ,_ ». ,,.,v.,. 1111».»„_� i 3 I s .«,,.,, L, t € N I ` 4 ! r j j I i ti..du.... . . ............:..a,..n....,.... .�_..,.....-„. PVIL - 1=7 ;,:;1111:;,;::,»,::.:>j,,,.»,.,..,:,, h L..... ° i I I T T TI A Y TH � j I o #. 1 I , r 19 i. I j a s m,,...,, »,.....»,,.,, ,.,,,,n. ALL ELECTRICAL CONDUITS WIRING,NG OUTLETS, JUNCTION BOXES AND N 0 ER ......I. .. .. .. ,�?.. 1111. r. .; ' ! ! p f I ' <'.,,, t,.......,,,,,,............. :,:::;.,,C�..y,,.,.;:,,,,,. ..,I I i »1111.:., I I I , TITI H ,.....:,.. ..,. _:1111.. �,..:. »,....,..,..._._,:.,:. .,,.,.ti.,.,,. „ ,.1 I ! ., ,:;,:...;::;....,,.,:, ...y:• .I,,...,.w....► I } j{ r ELECTRICAL/TELEPHONE WORKS PRESENTLY LOCATED IN THE PAR ONS SC EDUCED FOR , « , p@ ' "..,.,,,,,.,.» ,,...:..,,.,.:. 3 ..,.,,.,.,".....:.L,...,.,::.,...........i.:::;;1111<.::::...:::a...,.,:.,., -.1 .I �a I ! 't ;€ p I ; 1!' EngmeermgD.P•C./we engineer success A r I „ +.. 1, '° oR'1111;..(' 1111.. 1111:. k ::: -. .r. 4 n, S s� .. i 1 �' ?. I I I $ 4;s R"., ,i € DEMOLITION SHALL BE DISCONNECTED AND REMOVED BACK TO THE SOURCE(S). ALL WORK 116 west 32nd Street,12th Floor,New York,N.Y.10001 r >. : 11;11•.` I 1 B ,. ,xy !: �, r I ;:. , -:: ,,. A P_ t,} v i ! x ..,:.;..:, G ;! n i ,,,,,,,,,,,,,,,,,,, ,,,,,,--l.11 M..,;....::..,.......,, 1111; WHICH IS NO LONGER REQUIRED TO FUNCTION SHALL BE DE-ENERGIZED AND P212.643.9055 F212.643.0503 www.m edpc.net !'e,:' e.:', ts.:,.,,; ? $ d:. {;: d =^'rc: ,3 y f,.., Y..., !'^ f # 1111,,. 1111.,:. i,,:::.: I www.mgedpc.net 1 111_"I:..,,..,,:1111,,»„,.,.:,,.,,:.,...,,,..,,1.,»., s' .,: 1111 o' ;:11:11. «..`.;� t •+`ii {, f F ! . .. : .........._.,,....,,..... ... :.::::.,:::.:y� ,,.:, 1111 3 ! `•,,:,:I � t I g I' DISCONNECTED AT THE SOURCE OF POWER SUPPLY PRIOR TO REMOVAL « , d 6 , ,. I tf 1 d. P I ` cn I ! I i rwW,,,,,,,,,,,,,;'1,1.11.;<: _1111, »...:.�_ ._. �;:.,,_. : .»_1111,:.. W.,`s /,, j • , , u I _11 ° k 1 I J1„ .... 1 '::_«....,,....m,..,.=„rvN....: ..»1111._.:: . __.�,.~...::.... ...m........:.._ ...�,.....:_.,,.,: `:':.:.,. I MEP ENGINEER j I I ( I I s : I•,.-,,,,,W,,,,,,,,,,,,~•,,,,,,,,,,,,,„l 1111, „1111,:,;;,,,,.,;;.;,,.,r;,::.,., „»,»„«tmE._v� 3. ALL ELECTRICAL WORK IN EXISTING TO REMAIN AREAS WHICH IS REQUIRED TO FUNCTION i T k I j j I '` I I I "Ea I x; I BUT IS AFFECTED BY DEMOLITION WORK SHALL BE RECONNECTED AND RESTORED TO ITS .-I..,,.,,,. »,,1111-.,.»....:..........:,., .. I V. R 1111. ` ,. i . •,.. , ' ,f�'.w� }p .« ,',,. :.,t ,..,»,,,,,,,,,,,,,,,,,,,,,,,t p ,.,:r i c. b 5 - 1 e I U tr"i;, ( EX.VE1;';1' 1!,`, ,� 2 E _.., � 1111. � ,,..:.,,,,.,.,,..>.�„•...,,..,....,i », � g t,..... 1111., ! ,'.". "`••-m- »»'�'. 1-11-' M PRESENT FUNCTION A PART F THE ELECTRICAL M THE BUILDING. F YT F !'•�• # �' � ESEN NC ON S 0 E E SSE 0 4 i' , f � 1 I «I � N t: s ! ., , ,...,.,..�.., , , 1111..,. .. , , A 11.1__1, ,._._,...,__.-,__.W k i I i i s..............,, ".,!..-,,.,,....,.. i H ....,,,.,..,1111. ,,...,,.............. ... ....m..r I F 1111..1111,. 1111,.......•..................r:::::•:..r,.::•:':is i:;t...'::::: ,::,.:;:app,...;;r;.i..,....,.,,,,..- y I f F f .:,.;,.>T_v..:.�::::::;:.-�:...._..:--,....�......,�:>..�,:,,,.�.:,,..,�-�.,.�.:-�....:��..:,,_,�...;:._ 1111 1111.::.,:,T.�..�.:..L. •.,,.,, ,,..j. ...... .......:............... .». {..d._..,..,__a„__1111, 1111.».�..._ «1111. ,,,.:.. .. , :w., i.,w.. ..u.» „ .. ... v�......,s...»_.- .,,......,...._...,.._...,.... ,,• i . ' �--' i 4. ALL PRESENT ELECTRICAL MATERIAL AND EQUIPMENT WHICH ARE TO BE REMOVED UNDER ' t . N �v.z w»..,a... _1 I , ' ` _1111_._ �a-1.1.11-_ew._ 1111. ,. ��'-�a,,, a ; »~ - 11 -::,-1-1 � » � � �"» �`- _ _ I I ~? : � THIS CONTRACT HA REMOVED BY THE ELECTRICAL CONTRACTOR AND SHALL BECOME m�.,._: ..z.`».:...w:-``_. .. - :_111__11_____1____1__ ,n,_ry.._:n w m ». », v _ � ._ __ _ __ I S CON C SHALL BE 1 M1 I s I 3 i =.,_.«„ I _ E§ t: , b THE PROPERTY OF BUILDING MANAGEMENT, U.O.N. ALL ELECTRICAL EQUIPMENT TO BE Y1111..,...:.,:,::.�>... ;,:11»;11 k,.,...,,,,,. „ 1.,,.,,5.• I.,..`..,,..»1111., ... -~-...,,...,.,,,,..sl.,:@,,,.,,:r,,,,...,...?..;«..,,.•.,...,,...,,,.:6.................,,..�E.,..........,..,,,,..,.y�vm....:r�::,...�.,:::..........,.»,. Ep I ; . I I � I ......,, �\ ,1111,»............. .......,...1111 ..F`; ::;.,,:fl¢F••,:;::;, »•,•,••••,{ DISPOSED BY THE CONTRACTOR. THE BUILDING MANAGEMENT SHALL �- a / : ,, j �, I REMOVED SHALL BE I +» � ' E I INSTRUCT THE CONTRACTOR WHICH EQUIPMENT SHALL BE DELIVERED BY THE CONTRACTOR �,k;1Y`� q I "P _ ,_. .'..it , !:: 1»111^ ,51 8tl .'!t C' `I i t ?• „�` t:'`:,";; ;' ' ' I TO THE MANAGEMENT AND STORED AS DIRECTED. s m,., a.,... ., :,: ... '1111. «.,.........: «...,..._....,..,.,�..,.. ...,..,.,,...,... �.... .. «r. ,.. m yr„. ,M-.- s .._ .,.- »»111,.1_ ,.,.,,,1-1-,,. .............:...«1111;:,.::::.«,�:.:a,.,,::,a>� ;: a..., w I ' x..aN : ,:.. :.,,:�,-<,u...:............r ($ I a: <. 1111.d:,,m,,.. :,.:.,,KR,.,.�».�,. .: { _ , 3 ...r. B L,,.I "'`j :..:::.:::::: >;5:::>r,. ,,.r ! I _._______.._ i{ _1111,.. q , , 1 P �.:,,�:«�..,ws:.»�»: ��:� 1111 j 1111 ,': [21_1L,9 #1111__-,,...._.,_111:1__,„_. . .,__ w, 1111,. .0 s,... .,- ,-11111.11,, .,...? ,.. ,, ,.. ,,.. �,» ,.., I.- .1-1. ,.-, ..,,11 ,. j I _�,�______._-_____. s 1111 5. ALL RACEWAYS WHICH BECOME EXPOSED BEYOND FINISHED SURFACES BECAUSE OF THE a..1.- .., I ., a,1.,s,,,:_,,:.,.._..:....�_.,:..,»._., .. ' ,3,,,W i ., .,_.» 1111...t» - .»»., 11.11., ....�. ..,,..,. 111:1» _1111 1111.. »1111 i, a, 9 f u r ALTERATION WORK SHALL BE REMOVED AND REROUTED BEHIND THE FINISHED SURFACES, ,._,.».,,._..:::.,...,:.:.._,.,..•;.:1111... 11:11. ., �.. : 1 Y- 'r j € g....:..::.....:......:.. .,i ,i a a r- ...,.,......,.. ..»...,.,,,.,, .., .., 1111... _,111:1 111:1 > :,,;r:..,..,......:..:..:... I ..:::: I U.O.N. :+„ J i ia' d' e,• ,...,. ! d i '7} ,.. »»;1111 ,,,,,.i:. ::::.!:!:'.: ..:::............. 1111 t. i Y y N,.,,,.......,.. " v ' I „ y f :.,R:::. .:[:.! _':::.y; (.'•. �y[^/^�p f ..,�. -..:.u:s::=:..: »:,:;;.�,.,:..::.»1111 i .. ;.:. C11, SC/4 1 R t.,,,.. . ' ? :.........:....... 1111.,,,..,.«'a'.-1111,,. ) ..5 ...G:.s �' 6 3. Rir+t P I4 <>.::...s::.,v,:.N,g",,.v..,..,:,, Iy`,.._ # J,A,t�ETC ;`? ,: a 3iS ,_.,,u., ,..:.f••,:::::::"•Y`#:::............ f } k ...,_`i 1. 5i € d` ' k: I I qw`r- G1-1 8 �,,,...,,,�.-,,.,.��F - - �� �� •', ";`� „•• 1 I E I �. �i'y'``' �, » ..v {i € j °: :° 6. PORTIONS OF FEEDER LINES THAT HAVE TO BE REMOVED OR ABANDONED AS A RESULT OF _.,.. �rt . I "� ...............W qq ,k, r ( 4 v� .1` A L � ..., 1111 v;, ::, , ,r n. ^ ;. "' 1111 1111 .>,`. , ,y� ,. 1111.: ` 9 111_1 i �.1111. 1111... »,., .......::..:::::::}<.,,,:.:;:::,,...,:-;,5:.,,,.,..,,,.; + •W.,...:.i'-mm..,.®..+..,�r,,...,.. ,.:.,,,..�ma,,.,.saag.,.mY:.:"a<,...,..,,:ism.,,e,.:d.,a,.i.,,.a.,..,.r.�,Ron? w.Y.,...m.•,�,.�a,.::r.�,,,.m„".:,5e:::., �..e"« ".,.,�.mm,,.,...�,.m....w+, ,�+mom®s+F ., r.::::.;:::::i.....»_1111_.., , ~`' ::::_ " :..:: 3. 111 DEMOLITION WORK BUT ARE REQUIRED TO CONTINUE TO FUNCTION SHALL BE CUT AT I , i I P f E .:'"; i i;: �i I I f �:>: Si I „ ` 1111'.a.,,,,,,,,,,,,,,,s,..,.........,...,..,.<....?:^";:...A:::;a..r;:{:::?.,..,,....,....,.,....,t...,,.....,,.,,a:e..m....3 • i»,.®.,,,m....._ t I + { :: ¢ �,,,,, ,,,,,, ,,,,,,, 1-. :_^ 1 "G^,,rl : `.. I:n",.,;:: :%.',::::: m,,:. .s:.< :><::...,:>:::1:11;•1•::>..,. ..::•.,.»::1111. w. .� ; i f i T A RECONNECTED F CONTINUATION F THEIR € I I CONVENIENT LOCATIONS, REROUTED AND ECONNEC ED OR CON NU ON 0 E R n :d S., ! 1 - r 11 .11, ... ,. .. , ,. .. r'n„ . i -,..,,-._.__., ,.,,:.i C � L......,�.. .,,. .,.,, 1111.. .L.,.,. . i,,,,,,,,,,,,,,, ti,t�?I'.Irg:�l'i"I~,F..�� �,;.--,tsa., , "�; ( ' " ' '" I" s I I _ I PRESENT FUNCTION. NEW FEEDER EXTENSIONS SHALL MATCH EXISTING ONES IN ALL . r"' i d i:: ,y4. ;11.11, „-.,,,-. I i.:Wa# �.., 1111 1111._ ,,, ............. ,,,,,,, :-i cr.,,+',,E S„�,5,.,#�,r ° - Ar , .4., g{ ... .. 1111..:. _ - ff ,. i s R" r°'I i �. : q <; 1 1,1,.11 k i I k' `"1111" " »>' "`''<' '' `P ' ''mow RESPECTS CONDUCTOR CAPACITY CONDUITS SIZE ETC. ` , 1111.........:.. :...�..,..... ..».....,.... G P w;: 1111. ty.„, 1111 ....,..,<,. 1111 .. ...1111 ........,., 1111.. _-, � 6 � € a n -_--_--._1_-1__-1-_- z s r I I .,:,..1111 .. ...............::....... .A.....a.,,.,...., » -1111,,,a,...,.,.,.1111....,,,... ,,......,., 1111 m . .y.,,•.,..,.........,.....;,.�w a o n�.,-1111 m.®....e, .n, 3 1-1 }; ,, mm 1111 o.,.� ,� _4­1___­.._.._,_, ��.�,.el��.ama�,.. o m ::.; �,.,�,. „�:w. u:: a.., a ! p3 J I-12 ..�,vvv, ` ' S}i k tl: .;. I { Y,...:,.,.. �f::.,f:::::i.:..,::::h:. 1111.1111.. ....".......,.:.,.......... ,.3-,....,w,,.:.:...»:1111}.-w::, I # j f �...r,� n r.,ummrzm,m,mr. ur. I k .,-;:..-y ».». ,11 1:1 ',.p I,,., 1111,. L_.11'_. "''.`,.,,,,•,.,..,..». E t..,.,,..,,.,.!...............:..:..... >s' i 'i i k s r .. ' „3..,, . «. ' . 1111.. 1111.. «1»11.1_{ r `• ' I I T DIRECTED Y j € t, . .-»- _I;1. t � ,,Imm,,. 7. DISPOSE OF REMOVED RACEWAYS, WIRES, DEVICES, ETC., AS D REC EDB BUILDING x< ,.. 1111,. »... 1111,.. ,,11i, ...,.d__ u"(' 1111,, ,.. u.,.., .,W : - .....u.. _.,,,..» .,,..., ,.,_..... _. 1111 -......... R 11..E C °,_. ,ta.0 . __ _.__ 1111» ...r. .,.,,, _..... ...... _.... __ :11.11 _1111. �.,., t �. » I,. I, j ,N„' ». € MANAGEMENT. 1 111.,. 1111. 1111_ .:: x „ 1111 _� „». _1111. G,.:, .1111, »,,..,,1,.,,,,.:,:.. _ _`:1111' .. �•: w, 1111 1111.. . }} {{ 1111,. S C .::.::. ... h :. FF 1111 ;+ ». S R �o.. y j',.. C t E i -».. 1.1 pp . 1 ...... d„,,. 1111 1111•, € n ri 3 � 6 e € y -1 � r 'C ! 1, t S 9. .,.... ..I 1111. .,,r"a''• s*.y d w+,, ,.a..o,.,.....n„ru,:.,,n„�..,r,a....ma.�.ar.,.rn..,n„ 4« ., 111.1., , .,,,,.. ...'' ». ;. _ ...111... � , 121 �:'a=-s,P"+ �� i 1111, 1, i., g ., .,,�r e ":r• I. I 11:11 t �:., , }} f ,,. E. s '• •a •1 i f I 8. ALL UNUSED WIRES SHALL BE REMOVED WHERE DEMOLITION IS TO TAKE PLACE IN THE -1..1....11 111",.1........ ..... i „ gg I , f : ` s' ,. 1111{,.. ........ ...:...........1111 .. ..,v.. ,....,. -1111., '�.,... 1111., fi - .. ., 1111. .'t. 6 .. �' ,£1, 1 f : ..1111 s, k »1111,, x.. 1111,. !.................... .x:: _.......... �r, >> > . �_.�.____.__ AREA OF THE BUILDING. I., s.: f,. ,� s -E,��w. . R€:,:. :1111. ;,< 3 I r' ,rr.,y,{a ^,::G'k I i « 1111,, S IJ.•,. E `.ice.. ...: ,. ,.. r.'f''e=F §" .. «, R ?' P I �,�' "�,.;,, ,., F i ry a,; G j r"a , ` I 9. ANY DAMAGE TO EXISTING PARTITIONS, FLOORS, CEILINGS OR ANY PART OF THE BUILDING 11.11 ,,,,,.,,,,,1,,,,. P I a t <: i � ., .. .. 1111.. .., e 4 » --_ :�..,.:,�.m,. ..,m • ..�»,�>,. ., -�,.�,:. �.-- ». a,�,,.,,,d-., .-,.,...m.,•�.www,w,:..®ao�,�,.......w.-...�,.,,, a 1111,». .., 1111,,.-.,...,..: i,,. 1111..., :..f,,.. 1111 } m 22, I !. 11 I 3 �� »" ....,..: �.u.»=' ....;�„".>w ,.,w....... ..............», ..._.,,......... 1111 w...,..,, 1111, �'1- ,S »�� - m w» ��;,�... ^. , j„1 , 5 I p F -L„•1111„.,-.»-.,. OR EQUIPMENT CAUSED BY THE WORK OF THIS CONTRACT SHALL BE AT THE EXPENSE OF ..,..,..,�N .: (( 11.11,..... », ...:.-. . 1:111.1111,._.,_. «,......,..:... . «. .»1111 ..,. t,' I R'.,•, s�: �,� ! , 1 : ,...:...,,,. .,,L. P i f _m,_.,-_ THIS CONTRACTOR REPLACE OR REPAIR AS REQUIRED. I_ E , C . € I ,»,,,.,1, ,.1,,,,. 111,.. :,1",,, ,,,1... 1111 ,.,.... ...... r_:I ,.• » ,.., i,.,...t 3111 w. � I r } .... -�, 1111. �. Ek � i 1 t .,,i., ., i...,.,.. .,, /" ,'- '. -'---f 1'-_- i e ' t i j }�, ' ,.,F u f,,,, ; ,.,F € 1 a I 11...::; .,y.., 1:111.~ .. ..:.. .......6 1111:, .., , _._._ 1111 .......__. ... --._� .,,....... ............._....._...111_1_.»,_,...._.._,...-_1.111...,,._._s._....._... 1111.:_._, ... .. .....,,,. �•`"� tf,Y.. ., «1111.. , � i ; y.:✓ t I• ......,...._..�:_..,.._1111._--_-a-1111...-__-....,,_,_...._.._.._".{.._..._.-S.__..3...........,i,1111 3 ....0 g,„ y. } `a ( ? ,, 11_11{ a 9 t s >P''` '' k 4 � � � � k.....,.�1111;:. »...I - - f �t V i;::C:,.,:;:::.'::_:} .,....................................t..,,,..,.., 1....-, ,,,,, .,,,.•, .,.,,.:-,,,,..:Fr,.:......P,,.,,,.,,.,1111.,».....,.111-1.......A..P Y I °� , y y { a } t 9 P i »::;;e�;, �_-I P € ELECTRICAL EQUIPMENT, PA CONDUITS, WRING TI 1 REMOVE ALL ABANDONED ELEC C L Q PANELS. CO JUNCTION »1111 »1111 ,.,,.,1,,,,,,,,,, 0. € , t .., k.. X G I i { . E , .. ..::. 111::1. 1:111, «.,»'A 5 9 [ +,::, .s -�..f ^:«�F ! FQ. j I t} jI ,,.n1:5...,,,::.: ... N § g_...__.,__.._-, k 1111._-______1113 ! r...,,....:.I , j : 1 `•.' kkkk , iii :1':311;:':);:::1111::::. .;ry,:; ... I I f i „ .: NS. ' ti I„., i ; �IN q I AND PULL BOXES, SUPPORTS, ETC., UNLESS OTHERWISE NOTED. _„ p I g :' ', -,..t .:,rr"" f, 4 ' , ! j: ...r, 15... ., ti,: g1 1r s:: I:;, I {" + P I ��. .. .,:,,,.....,,.,,,.,.,...,}...,..,,,>..,,.,...,...:.............,,.•.;: i..v_..,.,, , _,r }..........................................: ., ,G' 1 > ',9,iii G -";l:i: "?(!#t 1~:.;: , ,::I;: p H 9 t 1 11.1.11.""'1'•1 .-~--•"1'„1..,,,_._»>,•,,,::.;::.,,1,> »" 11'11' 11 A HOLES IN SLABS OR WALLS SHALL BE SEALED WITH APPROVED FIRE RATED MATERIALS t, .. g m 4 t. 6 3 � 1111... .,., 1111 ...,,....1111,,,,,, ,,,,,,,,,,,,,,,,, „ .,,,...tt.,,............................ , .................................1.,,.,,.1,.1..::::::1,,:y:::•. 1111:::: ..: .W t .-:: F - , ..... .....:.....:::»..,..,......,..,.,,.,..,p...,.,,1.,1„1„1.,1,...�;:::>^:y..:;::::.^•.;.1:::n:;;,..,,..,,..,1.,, ,..,�.,_:....,...,, ,.,:::`:%...:1::::111 :::`:" ,.,<.,,. .. 1111 :, ......i � E..1r f ! i \ Lu...__„_.._..: __.-__.__.l j #: r.. gE I I I I M' , + ! t 1. FIRE STOPPED WITH UL LISTED FIRE STOPPING MATERIALS. C I ' t i 1:?,. Il "... ;: ' : { I s a p t g ; ;dq, I £ i r� ry tir J(1, ei:_ ,; / ,. «u. ,. _1�v.,,.,..�ya.. { t 7 ! !• , I t ; " .1_,111-. ryw.. : 1111.. �:I»G1-123 11 4 d + ! ¢ I I j " "" 'i:"' „t1'� L01-_1 .�,,,, 12. DISCONNECT LOAD AND LINE END OF CONDUCTORS FEEDING EXISTING EQUIPMENT TO BE g I ` I :, , p . � EX --_.,,_..., 1111,. ...-,., ` ... ,.. i i !:...... .... e 9 9 p t e .................... .,,,,,.,,.,.. 1111.....,,,,,.., 1111,»,.,,,..,.. I e a i I I + .. 1111., ,. •1111., ::rr...: ................. 1111.,.,:,e. ,,,,,...,....... 1111 ,„h„ , 1,111. " 9 `',, :::. :: 1::1:::3:1.. 3111 I I t i '' G ,. k ;<' ' {> )( RELOCATED OR REMOVED. 1 5 E j I ! t P f 11 1111 Ik , 1111, ., '4,v �,•,•„` Z [' 1111. € •`*, d`� ,•. .. 1111, ,. 'F I- , 1111» I & .('' f w� 9 # J' f 1 ! E ? a € i I " I i I I I _ I 4 «, :•'4. :,:1111 :. ,.:: ' d' .. ,..., . , ' i / I I I j -1 - _,».,i.,..»» _...,..i,. � ,�� ;, E.;;' 4; 1 13. CAP ABANDONED OUTLETS AND RACEWAYS. NO ABANDONED WIRING IS ALLOWED, ALL 4 , C ° y....: I i / t k �, j.. . ,,,, 1111-. C_ , S, 1111 f.1..,»,1.,,,.,,.,......, 1111 1111 , i ' 1111»,,, ,'"::: •�.:..•::.« ::..:. ...,.;..................»...,.. 1111.1111....:»»:111:1::.:::: :;.:::.»o:"iii�,,,...........-..,...,:::,,x„ ........,,.,..,,,...,.,.,....s:.:::::r.:.aw;r:,::::, ..,.,........,.,, . :. s'.,:..,::.>s,..:.::....�.........,.,.,..a,; :::>:..,a{.'m.:�..uss:;', 3111 E i € } I 1 f I I ,,,,'r+` t j i »'"� I WIRING INCLUDING LOW TENSION WIRING SHALL BE REMOVED BACK TO SOURCE UNLESS p I ' I i '" R,X OTHERWISE FI R Y BUILDING I I (( j : F R 0 ERW SE ELD DIRECTED B B I DING I , I I I ! I G z j ; f I , �... 1111, ..,.. 1111 , . 1111 1111 �. _1111. ...,_.«. ,,. ,.,.- , 1111 ,.:: ...... ».:., m.. . .,.. I »1111 >rr»"::.:z•'z 1,11 , i i I i ufi*'sM, 1_111,., 1,.»».,,»,,.1. ......:......,,.. 1111.. 1111., ,.11..:.............1..._,...,....,...., s G f '•••'••'••"" 1111 1111"•'• y'»»11•'.•11-11'•11•'•"""""»•11.11"• 1111"""""'•';y;.' I !' I „ I—] 14. DISCONNECT ALL OBSOLETE FLOOR BOXES AND WIRING BACK TO SOURCE. , I E G I Is L''..,t , I� ;.E ," i' e I & E ,.. ,... P` a ' :�"., r 9 1 P k : a P » J h ,,.;':j,..:.1...:-v.:.,,.s...,. {'.......:....:......,,.,............,:....,.,.:...y F ` I I ! a' " I WITH APPLICABLE I .„ I k P I »'"`u""'' Wt:'1111 '»»"I 15. ALL EXISTING DEVICES AND COMPONENTS THAT ARE NOT IN ACCORDANCE W 1 1„ 4" r� a P E':..,., ......". 111:1::�: , R I 3 ,1................,,.,,,,,,..,.,,.,,,..,.,i,.....,,,..,,..,,........,.,.....,,....1111,.111::1.1111. .,., .,..,,..,..,.._,,.....,....,»..,,,,,,...,,,,..,� � W k €,» »:.....::::........ ....... j .,`` K I CODES SHALL BE REPLACED. I ' i i : 311 ��.,,,,,,,,,,,,,,,,,..c.,.,,...,.,., ri 1111.:::::r`t:Y,'.....,..,. ,,,,, ,,,1,..:;::::.,.xb'fg,.:>::Ry:,..,,...- IP,'l....,., ............ ,,....,...,.,,. I i I j I i 11 1 1 � a.. s,; j j _.. E : 9 i ..,..,...I, 11:11.,.. , 't,.' N1;i 1's :.,t: r , $ g'----�..,.�.".._ 11 , h e: I" 1 '.,; I 4 i!. c , „'::',^• , 1111,,. I I I N `«, 111.1.,» ._ u,.:»:..,:»._:.,>,.::..,,>::::,.�.wuu ..,: .I::.::.,,,::.::»:,.,:....:.��»1111.»_11:11 .:1:_..r.:::: .�, .:::::.»I f COORDINATE WITHMECHANICALA P ICONTRACTORSF R TH EXACT P F ! ? -w f L�:.� r : I I , �'r ` a ..,, ,::..- «.,, ,:,� .. �. .., 1111. 16. E 0 1 1 „ ,„G r:11 1111 a;: S ' ` f: ,; -'Sp:! 1111» 1111 x s 1 ,._ ,,,,,,,,,,,,,,,,,..:.-1.1..,,.,.�..,,... ,., ,.•,,,,..,.,....•,.,.....,,,,.•.,,,,,,,,,,,..,.,..,,..,,,,..,,....,,,.,,:1111,,,.1,,.,.,..1 : ,,,... s, i,'iEt "s E Y,.!< a'p it 4 I ,";1,;, a" ::: R NA E W AND PLUMBING 0 E E C SCO I k :: r t ' :1?:::,, «1111I. .. ...... _ _ ,.w WORK. REFER TO CORRESPONDING HVAC AND PLUMBING DEMO DRAWINGS. EXTEND w,, 1 :::: ...:: ,,,,,,,,,, ,,, »1,,,111. »»1111» 5.,,,.i1,,......1.,,,,.,,,,,,,,,,,,,,1,,,,, 1,,.a.,t.......:::...........,,...,.s,..;,.,...,,,.i.,e,y,,,....,n:,:::h,,.:?Ct:..,..:::::., .,, ,,..7'::::.y ... ».a2`:S?'+.k:Y:,,i%5:>::`;:,',>::i<i.., ...F�y �....:, .., I FEEDERS H . I i i [I �i`n j I ._I I --, I . i„I _,.. ,1111 „ „ ?33'11.. 1111. I C,< - �x,, 0 ELOC ED VAC AND PLUMBING ! F I _ , i€ -^ T R AT L NG EQUIPMENT AS REQUIRED. L k 1 d':{ I L�''� , , 1111. -. . . _. k _... i ... ' ,. 1111., . ..,,.,..,w.. 1 ,,,~:.,,,,u.,., i 1 i (9 q Sq � 'y I i I,,,,,, .. ....,. !:.n.:.,,,,.. '::%1111 » ., ,:, j 4}9{ L+t:� :q V ; I j i >P fo"',' . S k f i €s.. 1 _.-,,,�..'?ty t �,---I'' "' ": «' "„'»"L'' "' a':••"'„>::,::5i4�" 111 j"'»' "' '">„ .''.. „-'• I � I I 6 i y 17. THE DEMOLITION NOTES AND DRAWINGS ARE DIAGRAMMATIC DESCRIPTION OF THE REMOVAL Mr t .' s.,».°, 4...................1,...;.,.,.,.,..,,,..,....,.,.:;.....,...,,.,,.,1.,1,.» 1.....,..,_....»...,.,.....,,.1..,..,,...:5......,.,.1,.,,.,.1,1»3,,,.,....,,.,,,,,,.,.,,'. .,.....,...1,1.,,1,,.t....,..,»..,..,.., " a m,,,�„®,,,�,,�.;,.,,,...,�,,,..,..,,,..w.,..s... m n. ,.. ,� . m �, (ff,"'u `� I I 'I ,. � � : I n 1'"t::'', s L��� 1 - � AND RELOCATION SCOPE OF WORK. THE CONTRACTOR, BY SITE INVESTIGATION, SHALL BE `...._�..r' 111:1.'I 1111 { P ',. •ke dv`� :',:t. f N p � g I S 'I I a,.. �"'I � I 1111.. r{ id ' .V t i>:Y,..�: tl 1.I ` t I i ; y a ! gg 1 G I I µ µ " „ .„:.:.,:,.w _M1.1 I RESPONSIBLE FOR DETERMINING THE EXACT SCOPE OF THE WORK INVOLVED, PRIOR TO E I g 1 ; I _ `'-°'�`I i ' , " , - I ' I € _', HIS BID. COORDINATE WITH ARCHITECT AND BUILDING MANAGEMENT BEFORE ..»..» I ............. » .. . ..j.. __«_1111.,, »1111......, .�. ,_. ..0 I G ! I I - j-__- SUBMITTING 3 € i,. „,.„,,,,,,,,,»11,11, - »1111 . .. 1111., i i 3111 _,,:;:,.::..:<...::: Y j;, m+ I I� ' 1 : is m /`, ,a AN WORK. . r ISSUED FOR PERMIT AND BID 2 1-17 I , ! 4 G r:;.� 0 0 .:::. 1111. .. .:: :::, 1111.. .. .[ I 2 i E ! ? 'SR 7 " 1;'• ,4.,a' Iii 1111.fr ?{. �'',d'" + :r p•.1 } �!.ef, .::.: f t f r , 1111., �':,, If I I` b. „r♦ i:; ,,...._..,,.. R:;:,11,.,,1..,:»~ 5:::::,.4::>:::. ',:,. .: 1111,.:...: I ; 1111 " ,.= 99j{ I ". r ,p « "' y ' j - 18. CONTRACTOR TO PROVIDE TEMPORARY LIGHTING WITH 100 WATT LAMPS 15 FEET ON I ,,. ...,,.., «. 1111,, 1111,,,.»..1111. .............. + ,.,.,,.,....,...,. .,..,.»...........,�. ,.....,,..,,..... .,....._,..P �q �'q'2`n 3. I'�. :.,1.,;;�. .. i� -. 1111 ,...;t.. ...r.... 1111.1111 .. » ..,.:,,. i'.. 1111.. ,....::a.. 1111.: .. ;3:,' ':: ,, ,.,,ti 1111.;: : .R "_` 1111 -: 1111 1'111.. ><.,h. :.,. t a ,,.. .,, .. 111:1::,,.",::::,..,.::..:,�.,.: ::':,. ,:...�::.,,.,.,p,.:...n»::i. 1111 1111, 111:1. .......,. I E g ; """' "1111 1111' ' 1111 "'•1111 1111",1111'1111 " "-` 1111' "'. "- " ' 'w` '"' 1111 1111'"' " 1111'"1111""" 1111" p CENTERS THROUGHOUT THE AREA OF DEMOLITION TEMPORARY LIGHTS SHALL BE PROVIDED ISSUED FOR 80% 01 1317 I 1�W I I ,.... ,.,6 € : ; # I $ I S i1 ,3 'I:i ! (n--r- LIN`tis � C ,. ..• S , t ¢ ,1111, ,,..f ,»,1 .,,,1.e € I WITH PLASTIC GUARDS SUSPENDED FROM CEILING STRUCTURE. PROVIDE EMERGENCY 1 F t I I Y;,.1t': h N f ev °' F I ,,, k�.,,�,v :, `_:.:,:) Z . b R F.,.,,.,, ...::::<::._...:::1. p::::'::...:::..:......_'..»::iii:::=. ::i t,..:::;:.%1111.,,1111..,...,.:...:5:::,: .t,-1111.::::. .� t I I I I I I I' I I ! gym._,� , vu.. „��,.- v� �. ..�.,.�, ,�.,, � mk �, ;; 125 LIGHTING UNITS SIMILAR T AT IT 1 Y4 ITH 1ISSUED FOR REVIEW 01-10-17 K... BATTERY N �........................... .......:...:........................:........................::::::"^1:::::r.,,:::.:.,.,,,.,,,,,,,,.,.,,,,....,,,....,...,.,.,,......,,y,..,.,...,,,.,,.k 1:111, i f i k 1 =1111..{,.,.,�,,. „�....,,,,b,A"�,.�,;..m,..,.>y,.-0.t,,.,.1 I i 1 s % , „ ,..1»...,..,, . 1111, 1111.. .,,.1.»„1,»j ..111_".- ,",C 1 I PATH F EGRESS; DISTANCE NOTET02BXCEED 30 FEET ON DCENTERSM PROVIDE XIONG TH I ,I i I G 1-1114,,..,,.,....,°,., »•..u.. �..,...». v „» w ., I !1i i 0 E E SIGNS E ...- 1111, ".�... ............ »„ L. ... _.. ..,,�,», -., , ». I' 4 ! .G.. I' 4 i I 3 - I I P '„"` ,.,:,g, '. 1`. i s : f I 4 , ,,,, f I{ ; I G ' SIMILAR TO ATLITE XLN1-8. COORDINATE WITH ARCHITECT. PROGRESS 12-22-16 gg t f, t :.,, ; J .:a °S ' p § i .. .��, 1111: ..» .,..�1 , 1 a 1 t. � yr..W...............; ... ! ...,. ....1. 11111 1_111.. d : e J I ,r , e i .................I.::::,,.,r:'1::'.,...::.:.:,11.r,.,v.c.a,r.,.,. ,uv...,,.,..,...n.,.,: ,.»..,... , 1111. ... ;ti �_ I ' ; „ , I ! 19. WHERE DEMOLITION IS TO TAKE PLACE IN THE AREA OF THE BUILDING, FIRE SAFETY N0. REVISION DATE BY I7 ` d ", i p. ,.. s, : .1111..:. 1111, .,.,,, 5 I ....,,,. ,. $ :r s. .,..,.,,.. „ .. 1111 § �' 9 I ' `,. ! ' a i '", ! II I G j" t j I G ='�.;F I EQUIPMENT SUCH AS ALARMS, SMOKE DETECTORS, ETC., SHALL BE PROTECTED AS I .»1111,. . 1111 f I : ♦y., X ,^: n, u , :.., 1111 } x ; - �' ::" 1111` " ' . " ' I j ' I �''�?:% REQUIRED. PROTECTION OF DEVICES AND EQUIPMENT IS THE RESPONSIBILITY OF ` ,.,« 1I :k 1 ils,. „11.,,1.,11,_. Q Q I . . ,, I! 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OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED I I BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 1 t ' L,._.z._.,.__,_.a 1m_ ...w. C11 ", )�II [__,_.__.q,` �_q_,-.,,,.__,_i I PROJECT X L.-" I ` � � �______, _�� CAPITAL ONE I � I MATTITUCK, NY ,.__F______',,1: , _._______. __ ___ _.. w_____ _._F___�:1 1 1 700 MAIN ROAD MATTITUCK, NY 11952 j DRAWING F x!'F F.,. x,�l "tS.:`:A <".'z ry N-, b"+P'r`'if t,^ti lcl !":1„I>iS fl !'111.ii{k Si,',.;�$ ';a': �•!✓;,�f k L`s 2�9 I'�: i:,�;.I I T FLOOR 1-._-__--_ » �°. ,'� :%� =- ELECTRICAL DEMOLITION PLAN SEAL DATE 11/23/2016 GF N -P,P'UJ-E CT N0. 76 x,00 O-Av N ��� ;�� � � SCALE 1/4"=1'-0" * A. * DWG N Aik .0 . - .:- �oE-901 . 00 SS\,_ CAD FILE NO. PAGE 12 0F12 GENERAL NOTES: PLUMBING FIXTURE SCHEDULE S Y M 5 O L L I S T: 1. EACH BIDDER SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE CONDITION OF THE PREMISES AND THE HWH-1 WATER HEATER: BRADFORD WHITE #LD—WHI2US-1, 12 GALLON GLASS LINED 5 Y M 5 O L D r= 5 G R I P T 1 O N _ L iW EXTENT, AND CHARACTER OF WORK REQUIRED. NO ADDITIONAL COMPENSATION WILL BE APPROVED DUE TO THE STORAGE TANK, ONE 3KW DIRECT—IMMERSION HEATING ELEMENT, FIELD CONDITIONS. SURFACE—MOUNTED THERMOSTATS, ANODE ROD, T&P VALVE. SET WATER HEATER (fmo 2. ALL EXISTING SYSTEMS SHALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OF ALL NEW WORK. OPERATING TEMPERATURE TO 120-F, ELECTRICAL REQUIREMENTS 208V. 1 PH, 3KW DOME5TIC GOLD WATER PIPING 3. EXACT SIZES AND LOCATIONS OF ALL EXISTING PIPING SHALL BE VERIFIED AT THE SITE. 4. NO REMOVED EXISTING PIPING SHALL BE REUSED UNLESS OTHERWISE INDICATED. ET-1 EXPANSION TANK: AMTROL FLEXCON #WH-18 WELDED STEEL PRESSURE TANK, —- DOMESTIC HOT WATER PIPING 5. HIS CONTRACTOR :SHALL NOT INTERRUPT ANY OF THE SERVICES OF THE EXISTINGBUILDING NOR INTERFERE WITH POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 CLIENT: THE SERVICES IN ANY WAY WITHOUT THE EXPRESSED PERMISSION OF THE OWNER. SUCH INTERRUPTIONS AND PSI MAXIMUM ACCEPTANCE FACTOR, -Y" PIPE CONNECTION. SET THE AIR CHARGE DOME5TIG HOT WATER RECIRCULATION PIPING INTERFERENCES SHALL BE MADE AS BRIEF AS POSSIBLE AND ONLY DURING TIMES SUITED BY THE OWNER. PRESSURE TO MATCH WATER SYSTEM PRESSURE 6. UNDER NO CIRCUMSTANCES WILL THIS CONTRACTOR OR HIS WORKMEN BE PERMITTED TO USE ANY PART OF THE CODP FLOOR CLEANOUT: JAY R SMITH, CAST IRON BODY, FLASHING FLANGE WITH HEAT TRACE PIPING ® J� BUILDING AS A SHOP, EXCEPT PART DESIGNATED BY THE OWNER FOR SUCH PURPOSES. 7. UNNECESSARY NOISE SHALL BE AVOIDED AT ALL TIMES AND NECESSARY NOISE SHALL BE REDUCED TOA CLAMPING COLLAR, ABS PLUG AND ADJUSTABLE, ROUND, SECURED, NICKEL BRONZE, .�. _ MINIMUM. TOP. #4031L (—F—CO. SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR EXI5TIN6 PIPING 1Engineering D.P.C./we engineersuccess 8. WHERE THE WORK (MAKES TEMPORARY SHUT DOWN OF SERVICES UNAVOIDABLE,THEY SHALL BE MADE AT NIGHT APPLICATION(S) OR AT TIMES AS THIS WILL CAUSE THE LEAST INTERFERENCE. 116 West 32nd Street,12th Floor,New York,N.Y.10001 9. THIS CONTRACTOR SHALL ARRANGE THE WORK CONTINUOUSLY, INCLUDING APPROVED BY THE ARCHITECT OVERTIME MV-1 THERMOSTATIC MIXING VALVE: POWERS #e480, SOLID BRASS BODY, THERMOSTATIC -X-X-X-X-X-X-X X X X-X-X-X- DEMOLITION PIPING P212.643.9055 F212.643.0503 www.mgedpc.net IF REQUIRED, TO ASSURE THAT SERVICES WILL BE SHUT DOWN AND CUT—INS ONLY DURING THE TIME ACTUALLY WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS AND INTEGRAL CHECKS, MEP ENGINEER: REQUIRED TO MAKE THE NECESSARY CONNECTION TO EXISTING WORK. ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A -------------- 5ANITARY VENT PIPING 10. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT MINIMUM FLOW RATE OF 0.5 GPM. MAXIMUM TEMPERATURE STOP SET FOR 110 DOWNS. DEGREES. 501L OR WASTE PIPING (BELOW FLOOR) 11. ANY AND ALL REQUIRED DEMOLITION WORK TO BE PERFORMED ABOVE EXISTING SUSPENDED CEILINGS AND FURRED OUT WALLS SHALL BE DONE AT THE TIME WHEN THE EXISTING CEILINGS AND FURRED OUT WALLS ARE REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL PLUMBING FIXTURE SCHEDULES REMOVED BY THE GENERAL CONTRACTOR. SOIL OR WASTE PIPING (ABOVE FLOOR) 12. TO ENSURE CONTINUOUS OPERATION, MAKE ALL NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. ALL. COST RESULTING FROM TEMPORARY SHUT DOWNS SHALL BE BORNE BY THIS CONTRACTOR. 13. ALL VENT, HOT WATER AND COLD WATER PIPING ARE AT CEILING OR IN HUNG CEILING EXCEPT IN PIPE SPACES GLEAN OUT PLUG OR OTHERWISE NOTED. 14. CONTRACTOR SHALL CHECK AND VERIFY THE EXACT LOCATION OF ALL PIPE PENETRATIONS, PIPE ELEVATIONS, O GLEAN OUT DECK PLATE LOCATION OF EXISTING STACKS AND RISERS, ETC. 15. ACCESS DOORS SHALL BE PROVIDED FOR ALL CLEANOUTS, VALVES AND ANY OTHER EQUIPMENT AND ACCESSORIES THAT MAY REQUIRED ACCESS FOR MAINTENANCE OR OPERATION WHICH ARE LOCATED BEHIND WALLS GATE VALVE OR SHUT OFF VALVE AND PARTITIONS OR CONCEALED IN HUNG CEILINGS. 16. CONTRACTOR SHALL REFER TO AND COORDINATE WITH OTHER TRADES DRAWINGS FOR WORK OF CONDENSATE �IGHEGK VALVE DRAINS, CONCRETE (PADS, ETC. 17. ALL PLUMBING WORK SHALL MEET THE REQUIREMENT OF THE NEW YORK STATE BUILDING CODE AND OTHER SOLENOID SHUTOFF VALVE AGENCIES AND AUTHORITIES HAVING JURISDICTION. p, I BIDDER NOTES: a— PIPE UP OR R15E THE CONTRACTOR HAS COMMITTED TO A CONTRACT BY ACCEPTING AND BEING AWARDED A BID. ANY SUBSTITUTIONS C PIPE DOWN OR DROP THAT THE CONTRACTOR WISHES TO MAKE SHOULD BE PROVIDED PRIOR TO THE BID PROCESS. DURING THE BIDDING CC TRAP PROCESS, SUBSTITUTIONS MAY BE REVIEWED FOR APPROVAL OR REJECTION. THIS WILL GIVE ALL CONTRACTORS THE ABILITY TO BID APPROPRIATELY USING THIS INFORMATION ON ALLOWED SUBSTITUTIONS. THIS WILL GIVE A GREATER ® FAIRNESS TO ALL BIDDING CONTRACTORS. ONCE A BID HAS BEEN AWARDED, NO FURTHER SUBSTITUTIONS ARE FLOOR DRAIN ALLOWED. FLOOR 51NK METER O5EE REFERENCE NOTE APPLICABLE TO TH15 # DRAWING. NOTE NUMBER INDICATED BY NUMERAL IN DIAMOND. DETAIL REFERENCE TAG X-### INDICATES DETAIL NUMBER INDIGATE5 DRAWING NUMBER DETAIL REFERENCE TAG # =A INDIGATE5 DETAIL NUMBER X-### INDICATES DRAWING NUMBER POINT OF CONNECTION TO EXISTING POINT OF DISCONNECTION TO EXISTING GUT AND GAP PIPING ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 NO. REVISION DATE BY b N.51 '%'7 \rchitectulme TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, ALL SPACES BETWEEN PIPES & OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED SLEEVES SHALL BE PACKED FULL BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. DEPTH WITH MINERAL WOOL OR OTHER EQUALLY FIRE RESISTIVE PROJECT MATERIAL)(FIBERGLASS SHALL NOT BE USEDSLEEVE CLEARANCE ROD SCHEDULE SHALL NOT EXCEED 1/22- BETWEEN CAPITAL ONE ROD DIAMETER VARIES DOUBLE NUT PIPE SIZE ROD SIZE TERMINATE SLEEVE PIPE AND SLEEVE. FLUSH WITH FINISHED STANDARD WEIGHT STEEL PIPE IVIATTITUC�(, NY SEE SCHEDULE 1/2' 3/8' WALL SURFACES SLEEVE OF SIZE TO PASS PIPE 11700 MAIN ROAD AND INSULATION FINISH ESCUTHEON PLATE 3/4' 3/8' SEAL OR CAULK SLEEVE FLUSH AGAINST WALL AND MATTITUCK NY 11952 CLEVIS HANGER 1' 3/8' THRU FIRE WALLS IN OF SIZE TO COMPLETELY A SMOKE TIGHT MANNER COVER OPENING. PLUMBING DRAINING LIST DRAWING l 1/2' 3/8' P-001 PLUMBING LEGENDS, NOTES, SYMBOLS, DETAILS AND DRAWING LIST PLUMBING LEGENDS, NOTES, SYMBOLS 2' 3/8' FINISHED ESCUTCHEON PLATE FLUSH DETAILS AND DRAWING LIST PIPE AND INSULATION TO BE AGAINST WALL AND OF SIZE TO P-101 FIRST FLOOR PLUMBING PLAN 2 1/2' 3/8' CENTERED IN SLEEVE — DO NOT COMPLETELY COVER OPENING 3' 3/8' SUPPORT PIPE FROM SLEEVE FINISHED WALL SURFACE P-601 PLUMBING RISER DIAGRAMS 4' 1/2' CONCEALED PIPING PIPING EXPOSED TO VIEW PIPE 5' 1 1/2' PIPE SLEEVE P-801 PLUMBING SPECIFICATIONS 6' 1/2' PIPE AND INSULATION TO WALL OR PARTITION P-901 FIRST FLOOR PLUMBING DEMOLITION PLAN SEAL DATE 11/23/2016 10 INTERIOR WALLS BE CENTERED IN SLEEVE— -PROJECT NO. 7614.00 DO NOT SUPPORT PIPE r� OVGE A � SCALE PIPE SLEEVES THRU WALL FROM SLEEVE. ,� SHEET METAL SADDLENOT TO SCALE N.T.S. BASE PIPE' WELD TO HANGER zin G NO. w, lo P-001HANGER DETAIL DETAIL OF PIPING T .HRU �o " off_ � �� 00 A NOT T TO SCALE FIRE RATED WALL CAD FILE NO. PAGE NOT TO SCALE I p PROVIDE NEW 1" GAS FEED FOR - RELOCATED BOILER ' .."=." CLIENT: EXISTING SERVICE FROM STREET TO REMAIN. ! PIPING IN THIS AREA IS 'UNDER ° RELOCATED IRRIGATION DOUBLE NEW WATER CLOSET AND LAVATORY PROVIDE NEW GAS METER AND INSTALL AS ,' THE SLAB -_�;LL. _ SII .°•:.'CHECK VALVE $ CONNECT TO EXISTING ROUGH IN PER NATIONAL GRID STANDARDS . APPROX I I ! , :I,. ;I 111°;x `•' 'A=• p,•d, I.--I., CONNECTIONS, VIF = BOILER LOAD 364CFH.. .wm':w _ _.. — —... __ ._.._ _._ — — — i I NEW 1 CW°WATER T T _ 'PR � HOT WATER as-�___.•._... k4 �..,�,�� OV DE NEW 0 W E 0 ! I I. I. FOR BOILER FEED ti.•. 'EXISTING LAVATORIES I e, XSE t 7 - ey. a `• _._ _ _ n ineerin D.P.C./we en ineersuccess 116 West 32nd Street,12th Floor,New York,N.Y.10001 FIELD CONNECT NEW 1" WATER FROM P212.643.9055 F212.643.0503 www.mgedpc.net ! 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LABEL PIPE WITH NOT AP EY FIVE FEETQ „ ..^- .% 4:: :.., l;41: I TA D B r k 1 : �- t E :...... ;. : ! ! : IF f 0 7PO __ _._ _Ii # `�' `-------------- TPG ARCHITECTURE, LLP _._..__j �__...___..__-... I 1300 WALT WHITMAN ROAD MELVILLE NY 11747 RP STATION 631.547.7300 1 TPGARCHITECTURE.COM C"'' ,,j 4 80 € , IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN E__ s r:c O 1 F I IF- z, T J<I, ; _..._ AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT I , _ j TPG EXISTING 1" WATER SERVICE I I ' �4 ?W I P P FROM A RMITTED BY D AGAINST ALL CLAIMSLAW,TO HOLD HARMLE,LI BIILITIESANDMLOSSES, DAMAGES,NIFY ARCHITECTURE, AND i STUB UP THROUGH FLOOR 1 ? W —•.$.. '— -- COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED ------------ P _ _ BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. FIELD CONNECT NEW 1" WATER FIELD CONNECT NEW 71" WATER ' FROM STREET, VIF TO IRRIGATION SYSTEM, VIF I I PROJECT CAPITAL ONE I I I MATTITUCK, NY _J 11700 I L. EXISTING 4" HOUSE TRAP EXISTING 1" WATER SERVICE -_ � 11700 MAIN ROAD WITH 4" FAI IN COVER PIT TO FROM THE STREET TO REMAIN _ REMAIN MATTITUCK, NY 11952 ! I I DRAWING L , _w_ _ _..L _._ ___ _ __ _. __ _._. __ __ __ __ _._ _. �p 1 ST FLOOR PLUMBING PLAN 2414,1111 ATN1 PRIVATE RO!'! Vr al IBULE 071E m SEAL DATE 11/23/2016 ROJECT N0. 614.00 N SCALE 1/4"=1'-0" y x •` WG NO. P- 1 01 . 00 AR0FE_ SS,��� CAD FILE NO. PAGE XX OF XX a C> a o 0 o L.W CLIENT: _. alk L NEW GAS METER, RELOCATED BOILER REFER TO 1Engineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 INSTALL AS PER NATIONAL GRID MECHANICAL DRAWINGS P 212.643.9055 F 212.643.0503 www.mgedpc.net STANDARDS MEP ENGINEER: M GV­L� FIRST FLOOR EXISTING GAS MAIN FROM STREET. TO REMAIN. GAS RISER DIAGRAM SCALE: N.T.S. FIELD CONNECT NEW 2" VENT TO ROOF EXISTING, VIF ATTIC LEVEL CEILING I __......_..____--__. _ _ __ ___. �_.-._..._._..._ _ .e._..w....__..__.._. _ _ I.m�_..._._..._ _..____._......_. ._..____._.__.___...._..__a._............. I I LAV LAV PANTRY I I DF SINK I WC I WC 1 » I -2" SS I 1ST FLOOR 2" 2" 3" 4" NEW FIXTURES CONNECTED TO EXISTING ROUGH IN FIELD CONNECT NEW SANITARY TO EXISTING, VIF SANITARY RISER DIAGRAM SCALE: N.T.S. ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 ROOF _ PROVIDE LEAK DETECTION ISSUED FOR REVIEW 01-10-17 SYSTEM WITH SOLENOID ATTIC LEVEL VALVE ON COLD WATER LINE PROGRESS 12-22-16 NEW 1"CW WATER FOR NEW FIXTURES CONNECTED BOILER FEED TO EXISTING ROUGH IN NO. REVISION DATE BY RELOCATED IRRIGATION DOUBLE CHECK VALVE tecture 1"F I i PANTRY TPG ARCHITECTURE, LLP 1" r I LAV LAV DF I I SINK r 1 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 � 631.547.7300 1 TPGARCHITECTURE.COM :-t 'j WC rJ LL:- SS IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 1ST FLOOR ® AN ELECTRONIC FORM THE RECIPIENT AGREES TO THE FULLEST EXTENT » » PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE NEW ELECTRIC HWH-1 LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND �— REFER TO P-001 COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, FIELD CONNECT NEW 1" TO OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED RELOCATED 1" WILKINS 375XL REDUCED PRESSURE EXISTING, VIF BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. ASSEMBLY DEVICE SHALL BE INSTALLED TO MEET SCWA DOMESTIC WATER RISER DIAGRAM PROJECT REQUIREMENTS SCALE: N.T.S. CAPITAL ONE MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING PLUMBING RISER DIAGRAM SEAL DATE 11/23/2016 c / 1E O PROJECT NO. 7614,00 SCALE N.T.S. v � y " G NO. ..a-,ot��. P-601 . 00 o AR�FE CAD FILE NO. PAGE C> (fffl 1. GENERAL: UNDER THE CONTRACT UNLESS OTHERWISE AMENDED, MODIFIED, SUPPLEMENTED OR PERMISSIBLE WITHOUT REVIEW. TYPE HANGERS, SIMILAR TO GRINNELL CLEVIS NO. 260. o o A. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA DOCUMENT A201, SPECIFIED HEREIN. E. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND ACCEPTANCE. PAINTED 2) PROVIDE ELECTROPLATED SOLID—BAND HANGERS SIMILAR TO AUTO—GRIP, FOR LATEST EDITION, AND THESE SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. B. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR EXPOSED WORK THAT IS SOILED OR DAMAGED. CLEAN AND REPAIR TO MATCH ADJOINING TWO—INCH AND SMALLER PIPE. PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORK BEFORE FINAL ACCEPTANCE. REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF CLIENT: B. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE MATERIAL AND EQUIPMENT. 3) PROVIDE WALL BRACKETS FOR WALL—SUPPORTED PIPING, AND PROVIDE PIPE SADDLES PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF FOR FLOOR—MOUNTED PIPING. ' SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR EQUIPMENT OR BENEFICIAL OCCUPANCY OF SPACES BY OWNER INCLUDED UNDER THE F. FINAL LOCATIONS AND MOUNTING ORIENTATIONS OF ALL PLUMBING FIXTURES SHALL BE AM�L WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE VERIFIED BY ARCHITECT. 4) PROVIDE SUPPORTS WITH COPPER LINING FOR UNINSULATED COPPER PIPING. MATERIAL WHICH VIOLATES ANYOF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES G. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 5) SUSPEND PIPING FROM INSERTS, USING BEAM CLAMPS WITH RETAINING CLAMP OR CONTRACTOR. INCURRED IN REPAIRING AND REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, LOCKNUT, STEEL FISH PLATES, CANTILEVER BRACKETS OR OTHER ACCEPTED MEANS. REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. 6. PIPE AND FITTINGS: MWngineeringD.P.C./we engineersuccess BEAM CLAMPS SHALL BE SIMILAR TO GRINNELL FIGURES 61, 87, 131, OR 225. 116 West 32nd Street,12th Floor,New York,N.Y.10001 C. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE P 212.643.9055 F 212.643.0503 www.mgedpc.net NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN SECTIONS OF SIZE C. THE CONTRACTOR SHALL GIVE NECESSARY NOTICE FILE DRAWINGS AND SPECIFICATIONS A. SANITARY DRAINAGE AND VENT: 6) SUSPEND PIPING BY RODS WITH DOUBLE NUTS. SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. AS CERTAIN FROM WITH THE DEPARTMENT HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY MEP ENGINEER: BUILDING OWNER AND TENANT AT WHAT TIMES OF DAY EQUIPMENT MAY BE MOVED TO CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL 1) HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH ANCON FOUNDRY HUSKIE SERIES 7) PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND ACCEPTED WHERE OVERHEAD THROUGH ALL AREAS. ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO 4000 EXTRA WIDE HEAVY DUTY GASKETED HUBLESS COUPLINGS FOR ALL ABOVE CONSTRUCTION DOES NOT PERMIT FASTENING HANGER RODS IN REQUIRED LOCATIONS. REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL GROUND PIPING. D. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND PAY ALL COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL 8) SUPPORT BRANCH FIXTURE WATER PIPING IN CHASES WITH COPPER-PLATED METAL WORK. PIPE ROUTING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 2) HUB AND SPIGOT CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKETED JOINTS BRACKETS, SECURED TO STUDS, SIMILAR TO HOLDRITE NOS. 102-18, 107-18, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR REGULATIONS WHERE THEY APPLY TO THIS WORK. THE CONTRACTOR SHALL OBTAIN ALL FOR ALL UNDERGROUND PIPING. 102-26, OR 101-26. ROUTING OF PIPE TO AVOID OBSTRUCTIONS. COORDINATION WITH THE EXISTING SERVICES, NECESSARY AND REQUIRED SIGN-OFFS AND APPROVALS FOR THE WORK INSTALLED. INCLUDING THOSE OF OTHER TRADES IS REQUIRED. MAINTAIN HEADROOM AND SPACE CONDITION. 3. SHOP DRAWINGS: 3) JIM CAPS AND FERNCO FITTINGS COUPLINGS ARE NOT ACCEPTABLE. E. PROVIDE 180 DEGREE ARC GALVANIZED METAL COVERING SHIELDS ON HANGERS FOR B. DOMESTIC WATER: INSULATED PIPING WITHOUT INCOMPRESSIBLE INSULATING BLOCK IN INSULATION AT E. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND A. PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF EQUIPMENT PROVIDE HANGERS. REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT COMPLETE SET OF COORDINATED SHOP DRAWINGS OF ALL NEW AND EXISTING EQUIPMENT, 1) TYPE "L" HARD COPPER TUBING WITH CAST BRONZE OR WROUGHT COPPER FITTINGS F. MAXIMUM HANGER SPACING AS INDICATED: CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. INDICATING CAPACITY DIMENSIONS AND SEQUENCE OF OPERATION FOR WRITTEN APPROVAL AND LEAD-FREE SOLDER JOINTS. BY THE ARCHITECT AND ENGINEER. F. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE 2) STANDARD WEIGHT RED BRASS PIPE WITH STANDARD WEIGHT CAST BRONZE THREADED 1) PIPE 1 INCH AND SMALLER SHALL BE EVERY 8 FEET. PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE B. INDICATE ON EACH SHOP DRAWINGS SUBMITTED: FITTINGS. COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE 2) PIPE 1-1/4 INCH AND LARGER SHALL BE EVERY 10 FEET. AND INCLUDE ALL CHANGES IN MAKING UP THE WORK PROPOSAL. 1) PROJECT NAME AND LOCATION. C. NATURAL GAS: G. CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK 3) COPPER TUBING 1-1/4 INCH AND SMALLER SHALL BE EVERY 6 FEET. 2) NAME OF ARCHITECT AND ENGINEER. 3) ITEM IDENTIFICATION. WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES. TEMPORARY SHUTDOWNS OF 4 P 1) SCHEDULE 40 BLACK STEEL PIPE WITH THREADED MALLEABLE IRON FITTINGS FOR 4) COPPER TUBING 1-1/2 INCH AND LARGER SHALL BE EVERY 10 FEET. EXISTING SERVICES SHALL BE PERFORMED AT NO ADDITIONAL CHARGES, AT TIMES NOT TO ) APPROVAL STAMP OF PRIME CONTRACTOR. PRESSURES BELOW 2 PSI AND WELDED FITTINGS FOR PRESSURES 2 PSI AND ABOVE. INTERFERE WITH NORMAL OPERATION OF EXISTING FACILITIES AND ONLY WITH WRITTEN C. SUBMISSIONS: 2 PIPING 4 INCHES DIAMETER AND LARGER SHALL HAVE WELDED FITTINGS. 5) CAST IRON: EVERY 5 FEET AND AT EVERY FITTING OR JOINT. CONSENT OF OWNER. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS ) REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. 1 SUBMISSIONS 11 IN. X 17 IN. OR SMALLER: IF THE SUBMISSION IS A CATALOG CUT, D. INDIRECT WASTE: G. VERTICAL PIPING: CONNECT NEW WORK TO EXISTING WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE ) HEN THE CONTRACTOR SHALL SUBMIT ONE ORIGINAL AND TWO COPIES. OTHERWISE, EXISTING DISTURBED WORK TO ORIGINAL CONDITION. T " " 1) PROVIDE EXTENSION PIPE CLAMPS BOLTED TO BARE PIPE ON EACH SIDE AND HE SHALL SUBMIT THREE COPIES. THE ARCHITECT WILL FORWARD THE ORIGINAL AND 1) TYPE L HARD COPPER TUBING WITH WROUGHT COPPER FITTINGS AND LEAD-FREE BEARING EQUALLY ON STRUCTURE OR WELDED TO BEAM. H. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER ONE COPY (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER. ALL SOLDER JOINTS. WORK AS NOTED OR REQUIRED FOR PROPER INSTALLATION OF NEW WORK. CATALOG CUTS SHALL BE COMPLETE. E. ALL EXPOSED PIPE AND FITTINGS SHALL BE CHROME PLATED BRASS.F. ALL EXPOSED 2) PROVIDE SPACING AS INDICATED: I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE 2) SUBMISSIONS LARGER THAN 11 IN. X 17 IN.: SUBMIT TWO PRINTS AND ONE PAPER PIPING PASSING THROUGH WALLS, FLOORS, CEILINGS, AND PARTITIONS SHALL BE PROVIDED o, THREADED PIPING SHALL BE EVERY OTHER FLOOR LEVEL, AT A MAXIMUM OF 25 BUILDING, EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE SEPIA TO THE ARCHITECT. THE ARCHITECT WILL FORWARD ONE PRINT AND THE WITH CHROME PLATED CAST BRASS ESCUTCHEONS HELD IN PLACE WITH SET SCREWS. FEET ON CENTERS. FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS PAPER SEPIA TO THE ENGINEER. MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE 7. VALVES: EXTERIOR. D. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: b. CAST IRON PIPING SHALL BE EVERY FLOOR LEVEL, MAXIMUM 20 FEET ON A. GATE VALVES: CENTERS; HUBLESS PIPE IS THE EXCEPTION, REQUIRING A MAXIMUM OF 10 FEET J. THE LOCATIONS OF THE EXISTING SERVICES ARE BELIEVED TO BE AS INDICATED ON THE 1) PIPE AND FITTINGS. ON CENTERS. DRAWINGS. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THESE SERVICES 2) VALVES. 1) BRONZE RISING STEM, 200 PSI SIMILAR TO NIBCO T-111 (THREADED), S-111 c. TUBING SHALL BE EVERY FLOOR LEVEL MAXIMUM 10 FEET ON CENTERS. AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING ANY WORK. 3) PLUMBING FIXTURES AND TRIM. (SWEAT). K. SEAL OPENINGS THROUGH PARTITIONS, WALLS AND FLOORS WITH A U.l.-LISTED 4) PIPING LAYOUTS.5) SUPPORTS, HANGERS AND GUIDES. B. BALL VALVES: H. EXPANSION ANCHORS: FIRESTOPPING ASSEMBLY MATCHED TO THE RATING OF THE PENETRATED ELEMENT. 6) INSULATION. 1) PROVIDE SMOOTH WALL, NON-SELF-DRILLING INTERNAL PLUG EXPANSION TYPE 7) WATER HEATERS. 1) TWO-PIECE, BRONZE, END ENTRY, 600 PSI WWP; SIMILAR TO NIBCO T-585-70 ANCHORS CONSTRUCTED OF AISC 121-14 STEEL AND ZINC PLATED IN ACCORDANCE L. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE (THREADED), S585-70 (SWEAT). WITH FED. SPEC. 00-A-325 TYPE 1, CLASS 3. WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR 4. AS-BUILT DRAWINGS AND EQUIPMENT OPERATIONAL INSTRUCTIONS: REMOVAL OF PIPING AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AS REQUIRED. C. CHECK VALVES: 2) DO NOT EXCEED 1/4 OF AVERAGE VALVES FOR A SPECIFIC ANCHOR SIZE USING M. ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED UNDER A• UPON COMPLETION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL FURNISH WRITTEN 2000 PSIG (13,800 KPA) CONCRETE ONLY, FOR MAXIMUM WORKING LOADS. THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITH THE EXCEPTION INSTRUCTIONS AND EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER 1) BRONZE, THREADED CAP, TEFLON DISC; SIMILAR TO NIBCO T-433 (THREADED), S-433 OF SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE BUILDING REPRESENTATIVE, OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER (SWEAT). 3) PROVIDE SPACING AND INSTALL ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S ARCHITECT OR AS NOTED TO BE RELOCATED ON THE DRAWINGS. REMOVED EQUIPMENT THIS CONTRACT. RECOMMENDATIONS. SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR, OR AS DIRECTED BY THE D. GAS SHUT OFF VALVES: OWNER. B. THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER AND BOUND IN 4) EXPANSION ANCHORS SHALL BE UL LISTED AND SIMILAR TO HILTI HDI. THREE RING BINDERS WITH CLEAR ACETATE COVERS. CONTRACTOR SHALL GIVE THREE 1) IRON PLUG VALVE, TWO COVER TYPE, WRENCH OPERATED; 400 PSIG RATING: N. MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE ENGINEER. o. THREADED (1— 1/4 " TO 2"): NORDSTROM FIGURE 142 11. TESTS: WITH BUILDING STANDARDS. b. FLANGED (2— 1/2 " TO 4"): NORDSTROM FIGURE 143 C. THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND TELEPHONE NUMBER A. ALL PLUMBING SYSTEMS SHALL BE TESTED FOR CONTINUITY AND PROPER OPERATION. 0. THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS DIRECTED, AND IN A MANNER OF THE PROJECT, ARCHITECT AND ENGINEER. 2) BRASS BODY, THREADED ENDS, TFE SEAT, TEE HANDLE AND CHROME PLATED BALL. ISSUED FOR PERMIT AND BID 02-01-17 SATISFACTORY TO THE OWNER. THE WORK SHALL BE PERFORMED SO AS TO CAUSE THE " o. THREADED END: ( 1/2 " TO 1"): HAMMOND VALVE FIGURE 876. B. DOMESTIC WATER PIPING: LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE PRESENT OCCUPANTS. D. REPRODUCIBLE AS—BUILT DRAWINGS SHALL BE PROVIDED INDICATING THE AS INSTALLED ISSUED FOR 80% 01-13-17 CONDITIONS OF THE WORK. "AS—BUILT" DRAWINGS SHALL BE PROVIDED TO THE E. SOLENOID VALVES: 1) TEST PIPING HYDROSTATICALLY AT A PRESSURE OF 125 PSI. P. THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. 1) 2—WAY DIRECT LIFT, LOW PRESSURE, NORMALLY CLOSED (CLOSED WHEN ISSUED FOR REVIEW 01-10-17 PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN SO DIRECTED, E. CONTRACTOR TO SUBMIT AS—BUILT DRAWING IN AUTOCAD FILE FORMAT R-10 OR LATEST. DE—ENERGIZED), BRASS BODY, 120V, 60 HZ. 2) DURATION OF TEST SHALL BE 2 HOURS WITHOUT A LOSS IN PRESSURE. HOWEVER, THE CONTRACTOR SHALL INSTALL WORK IN OVERTIME AND THE ADDITIONAL o. THREADED ASCO RED HATT II 8215 SERIES. PROGRESS 12-22-16 COST TO BE CHARGED THEREFORE SHALL BE ONLY THE "PREMIUM" PORTION OF THE 5. GENERAL PROVISIONS FOR PLUMBING WORK: C. DRAINAGE AND VENT PIPING: WAGES PAID. 8. INSULATION: NO. REVISION DATE BY A. SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SENTENCES. WORDS 1) CAP ALL OUTLETS AND FILL PIPING SYSTEM TO OVERFLOWING FROM A POINT AT Q. UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL CUTTING AND PATCHING OF OR PHRASES SUCH AS "THE CONTRACTOR SHALL," "SHALL BE," "FURNISH," "PROVIDE," A. ALL INSULATION (INCLUDING JACKET, FACING AND ADHESIVE) SHALL HAVE COMPOSITE FIRE LEAST 10 FEET ABOVE THE FLOOR. EXISTING FLOORS, WALLS, PARTITIONS AND OTHER MATERIALS IN THE EXISTING BUILDING. AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURES LISTED IN ASTM E-84, NFPA THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL CONDITION. "A," "THE," AND "ALL" HAVE BEEN OMITTED FOR BREVITY. 255 AND UL 273; NOT EXCEEDING A FLAME SPREAD OF 25 AND A SMOKE DEVELOPED 2) THE WATER LEVEL SHALL REMAIN CONSTANT THROUGHOUT THE TEST DURATION OF 2trk�z\rchltect R. ALL MATERIAL AND EQUIPMENT TO BE NEW UNLESS OTHERWISE NOTED AND SHALL BE IN B. DEFINITIONS: OF 50. HOURS. ACCORDANCE WITH BUILDING STANDARDS. B. PROVIDE PVC SHIELDED PREMOLDED FIBERGLASS INSULATION FITTINGS ON ALL VALVES D. NATURAL GAS PIPING 1) "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND PIPE FITTINGS. 1) ALL MATERIAL AND EQUIPMENT ON SITE SHALL BE PROPERLY STORED SUCH THAT IT AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY 1) THE PIPING SHALL BE TESTED WITH AIR AT 1.5 TIMES THE WORKING PRESSURE OF IS PROTECTED FROM DAMAGE AND EXPOSURE TO THE OUTSIDE ELEMENTS. OTHERWISE NOTED 1) PROVIDE VAPOR BARRIER ON ALL COLD WATER VALVES AND FITTINGS. THE SYSTEM FOR A DURATION OF 4 HOURS. TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD,MELVILLE, NY 11747 S. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL 2) "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. C. PIPE INSULATION SHALL BE SECTIONAL COVERED FIBERGLASS SECURED IN PLACE WITH E. ARRANGE AND COORDINATE TESTS WITH OWNER 48 HOURS IN ADVANCE. NOTIFY ENGINEER 631.547.7300 1 TPGARCHITECTURE.COM EXAMINATION OF THE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC., WHICH ADHESIVE TAPE BANDS 1 INCH WIDE. AND ARCHITECT OF TEST DATE AND TIME. AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HAS BEEN MADE AND THAT THE 3) "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER COMPLETE IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN CONTRACTOR IS FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WITH RELATED ACCESSORIES. 1) INSULATION SHALL NOT BE SECURED WITH STAPLES. F. DEFECTS DISCLOSED BY THE TESTS SHALL BE REPAIRED OR REPLACED. TESTS SHALL BE AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT THE EXECUTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE TO INDICATE ANY REPEATED AS DIRECTED UNTIL ALL WORK IS PROVEN SATISFACTORY. PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR 4) "WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, ACCESSORIES AND D. PROVIDE 1/2 INCH THICK INSULATION WITH VAPOR BARRIER ON ALL COLD WATER PIPING. LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND TO SUBMITTAL OF BID. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE INSTALLATION. G. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO THE BUILDING AND ITS THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS SHALL NOT BE MADE FOR E. PROVIDE 1 INCH THICK INSULATION ON ALL HOT WATER PIPING. CONTENTS AS A RESULT OF SUCH TESTS. REPAIR ANY DAMAGE CAUSED. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED 5) "CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED IN OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. THE ON—SITE FURRED SPACES, WITHIN DOUBLE PARTITIONS OR HUNG CEILINGS, IN TRENCHES, IN 9. PLUMBING FIXTURES: OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED INSPECTION SHALL VERIFY EXISTING PIPE SIZES, CLEARANCES, ETC. AND CONDITIONS. CRAWL SPACES, OR IN ENCLOSURES. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. T. INSURANCE: PROVIDE IN ACCORDANCE WITH BUILDING REQUIREMENTS AND POLICY SHALLA. PROVIDE ALL FIXTURES WITH STOP VALVES AND SUPPLIES AND FIXTURE TRAPS AS PROJECT INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND ENGINEER. 6) "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED ABOVE. REQUIRED. U. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS 7) "SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN, PERFORMANCE B. ALL FIXTURES SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS. CAPITAL ONE EQUIPMENT, TESTED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE AND EFFICIENCY OF SPECIFIED PRODUCT. C. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF MATTITUCK, NY REQUIREMREQUIREDENTS OF THE CERTIIFCATES OFWINGS AND INSPECTIONANDSPECIFICATIONS APPROVAL.AND HAS FURNISHED ALL THE C. QUALITY ASSURANCE: ALL PLUMBING FIXTURES. 11700 MAIN ROAD 1) QUALITY AND GAUGE OF MATERIALS: NEW, BEST OF THEIR RESPECTIVE KINDS, AND 10. PIPING SUPPORTS: MATTITUCK NY 11952 2. SCOPE OF WORK: FREE FROM DEFECTS. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION SHALL BE A. SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR, MATERIALS, EQUIPMENT, SERVICES OF SAME MANUFACTURER, EXCEPT AS NOTED. A. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING INSERTS, BEAM DRAWING AND FEES NECESSARY FOR COMPLETE AND SAFE INSTALLATION IN CONFORMITY WITH NEW CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY), AND ACCEPTABLE BRACKETS. YORK STATE BUILDING CODE AND ALL OTHER APPLICABLE INDUSTRY, NATIONAL AND LOCAL 2) GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FORA SUBMIT ALL METHODS FOR REVIEW. PLUMBING CODES AND AUTHORITIES HAVING JURISDICTION, AS INDICATED ON DRAWINGS AND HEREIN PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF WORK. B. PROVIDE TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS FOR GROUPED LINES AND SPECIFCATIONS SPECIFIED. SERVICES. 1) OFFSET, RAISE, LOWER OR RE-ROUTE ANY EXISTING PLUMBING PIPING IN CONFLICT D. PRODUCT DELIVERY, STORAGE AND HANDLING: WITH ER TRADES. REMOVE EXISTING ABANDONED PIPING BACK TO ACTIVE MAINS 1) MOVING OF EQUIPMENT: WHERE NECESSARY, SHIP IN CARTED SECTIONS OF SIZE TO C. PROVIDE ADDITIONAL FRAMING WHERE BUILDING CONSTRUCTION IS INADEQUATE. SUBMIT AND CAP 2) PROVIDE FIXTURES, FLOOR DRAIN, ETC. INSTALL PIPING CONNECTING TO EXISTING SOIL PERMIT PASSING THROUGH AVAILABLE SPACES. FOR REVIEW. AND VENT STACKS AND C.W. RISER. 2) ACCESSIBILITY: FOR OPERATION, MAINTENANCE AND REPAIR, MINOR DEVIATIONS SHALL D. SUSPENDED HORIZONTAL PIPING: SEAL DATE 11/23/2016 3) THE BASE BUILDING DRAWINGS, PLANS, DETAILS, SPECIFICATIONS AND SPECIFICATION BE PERMITTED ADDENDA ARE MADE PART OF THIS CONTRACT AND SHALL APPLY TO ALL WORK . CHANGES OF MAGNITUDE OR INVOLVING EXTRA COST ARE NOT 1) SUPPORT ALL PIPING INDEPENDENTLY FROM STRUCTURE USING HEAVY IRON-HINGED P CT NO. 7 14.00 �G SCALE N.T.S. DWG N P-801 . 00 C� NO 661 , CAD FILE NO. PAGE AROFEssi l i 0 (9 PRP PIPING � �� � REMOVE THE WATER STUBS AND E FOR NEW UNDERGROUND CONNECTION. REMOVE EXISTING GAS FEED TO -___. -_____... ...... fy` BOILER CHOP FLOOR TO PREPARE FOR NEW UNDERGROUND I I } EXI TI AS METRA CE f kx _ �J ;'r,}°,,, PI="fir °� �,4 ST,"='' h 0 �r E °�"� C n::l`s t° NOTES: CLIENT: EXISTING G E AND SERVI f.• �,���;i;��fC';�,". .-- A�3 A�Tl�, ��.._-, �r:-:_ L_ ,.:. #<o. FROM STREET TO REMAIN. /A P��: �; � �.� I'<I_ T'; �,, Clsv :T L._ st,.al s1-11fs 1. CONTRACTOR TO PROVIDE AN ALTERNATE TO �7 u11�}- 11- n x ,12 t?1 1113 011€"m t} ' X1;116 t L EXISTING SANITARY LINES TO SNAKE DENSURERALLLLIN S ARE CLEAN AND P I FREE OF DEBRIS AND ARE IN PROPER WORKING iL ....._...__..., ORDER. CID � i f I 2. CONTRACTOR TO PROVIDE AN ALTERNATE TO R'�3EngineeringD.P.C./weengineer success `r� TRACE OUT ALL UNDERGROUND PIPING AND 116 West 32nd Street,12th Floor,New York,N.Y.10001 PROVIDE OWNER WITH AS—BUILT CONDITIONS P212.643.9055 F212.643.0503 www.mgedpc.net -___...,_ DOCUMENT -- —__ ___...__..N_.. ___ MEP ENGINEER: t t.,,.. ,,,�,...u_.._�, ....W...—. ._.,,m�_-.:v.u....,.....__..... _..,_��.g.�.,-....._.�.� .....a.. _ �,.___"___� ._._...,...-._e..__-_—.. ..a._-..•. ;n..__...._r. y ._._...._._._.............._..a_._,_.... '�_ Xc — ¢ EXISTING COLD WATER UNDER SLAB I b TO REMAIN. EXISTING HOT WATER P } } ! I UNDER SLAB TO BE ABANDONED. ; I o LL EXISTING ROUTING OF PIPING TO BE s DETERMINED IN FIELD " � _ 'K�:,I:, <.., n •,�. �' 'f E __._-. __. # ` � ' ; i EXISTING BATHROOM ROUGH IN TO REMAIN. REMOVE HOT � WATERFROM LAVATORIES ES A PREPARE FOR NEW HOT WATER CONNECTIONS k x 'XXXX ' 4`F`�.:"_ £ XXXXXXX ., 'mi.nu+,umu,.,.,un.,,w,uu,u.,,.,ua,,,n•nnn.,i.....u,,,uu,,..,u......u,•„u,uu ,,. ..,n,nv,u.,.uw,wv,.0+u,o.u,wmam,,,menuuuy "'•`"�•4 I �°' �XyXXXXxx / 6-7 t xXXxxxX ° u.sv�e•F,uveessxv. { �� _ ................................»...�„t�., e... .,a 1... 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EXISTING ROUTING OF PIPING ^§ TO BE DETERMINED IN FIELD ISSUED FOR PERMIT AND BID 02-01-17 t ` EXISTING SANITARY UNDER SLAB TO ISSUED FOR 80% 01-13-17 }„ REMAIN. EXISTING ROUTING OF - � PIPING TO BE DETERMINED IN FIELD - ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 N0. REVISION DATE BY ti` E G ' 9 I , ! V° w .,....,...R.,,...,..m"..°......,....,,......,...,e, .....,a..,,... ,,,,».,.rY,,,,.Q.,.....,, „a.,..,.,,>• ,....e.....................F, ,£':,Ft 7PD \rch Itect JIL EXISTING 1" WATER UP THROUGH SLAB TO REMAIN. EXISTING BACKFLOW DEVICES TO BE TPG ARCHITECTURE, LLP REMOVED. PROVIDE A NEW BUILDING SHUT OFF VALVE. CAP EXISTING WATER TO 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 - ',"• ,a BUILDING UNDER SLAB. 631.547.7300 TPGARCHITECTURE.COM I if IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN S AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT �'I ATF,01 '.� PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE ' # a ,r.; LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND r r .f.} ..: w,..•.-..•.....•....••._ �,;••••.w•••--•••�••• •••��•mm•••......••�•• ��•�-•���-�2t� COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. K XXPROJECT I JN x _ .. AL 0 N E S, CAPITAL �,.�„:..� '�, r` , �=r MATTITUCK, NY 11700 MAIN ROAD F MATTITUCK, NY 11952 DRAWING EXISTING 4” HOUSE TRAP EXISTING 1" WATER WITH 4" FAI IN COVER PIT TO SERVICE FROM THE 1 ST FLOOR REMAIN STREET TO REMAIN g I ? PLUMBING DEMOLITION PLAN SEAL DATE 11/23/2016 . S.r.,., ELLER l+n,l_"'}T -3^ C L.I_Lr: �4..t }! I ls.t t)! w,3 r f l #�I E fF,9 €,:{ T� r. ,,: PRo -Nc —X7614.00 61-10��» �1-1:3 ° ��1w2 ,�. ;�1-%0�•.,.�.. �,-127 �.....�. N a SCALE 1/4"=1'-0" J N L2 * DW 0. Lit �n a 00 P-901 . 00 O CAD FILE NO. PAGE �FESS��i ELECTRICAL M=CHANICAL ADA ATTIC ADA PRIVATE I.T. ROOM R0,01 COR91DOR RESTROOM STAIR P!�S_l ROOM. B R EA 1K R 0 0 M. OFFICE J1„;G 5 01-_07 011-108 m [C'F'�T m 71-:77, ' v �� baaC2 CLIENT: AMOK tl• Et AWngineering D.P.C.1 we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 • P212.643 9055 1www .n ------ f�' 4 MEP ENGINEER: [3 13 \±/ERp N CS4 R P ERP U C2 Lj C'2 Zx Sr 13 /13 E PA1,171 "L Fil 17-7 k”. 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REVISION DATE BY E .F'P 1 B 6 I _- \±/E RB STATION RP d+ Ui L-J UjI I Nq 13 C3 7� o Cl V TPG ARCHITECTURE, LLP [3- 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 13 13 L 631.547.7300 1 TPGARCHITECTURE.COM r [13 ir IN CONSIDE p RATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN lRB SFATION b J, 13 AN❑ ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE (LRD OH LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND _j COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, P 7D OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, (7-- IJ (3 (3 OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT, PROJECT F_7 L "N" CAPITAL ONE L MATTITUCK, NY _j 11700 MAIN ROAD MATTITUCK, NY 11952 F DRAWING 1ST FLOOR FIRE ALARM PLAN ATM 24 HR ATM PRIVATE SEAL DATE 11/23/2016 R-'-)OM V-P;TMULE OFFICE 101-101— E1110 a PR 0. 7614. SCALE "I'M.1 if off El DWG s �-� • E:1 7 MO \rch tecture 'Alo 0 6 FA-101 .00 1'0 Oro Ajp�FES CAD FILE NO. PAGE 1 OF 3 CLIENT: ... . r ..............e_._...___.__._...__................_._._ ------ ....... A ....... ............. ............. ........... .............. ............... ........ ................... .......... AM Am AMn9ineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net MEP ENGINEER: E S) XAC-2 —1 PULL DOWN STAIR OPENING -\E XAC—I �J � ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 NO. REVISION DATE BY Itecture TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 631.547.7300 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT CAPITAL ONE ATTIC OPEN JOIST NO FLOOR ATTIC WITH FLOOR ATTIC OPEN JOIST NO FLOOR MATTITUCK, NY 11700 MAIN ROAD MATTITUCK, NY 11952 DRAWING ATTIC FIRE ALARM PLAN SEAL DATE 11/23/2016 ROJECT NO. 7614.00 A SCAL 1/4"=1 1-011 WG NO. w 0.1 �1= FA-102 .00 AROFEPAGE S CAD FILE NO. -7 20F3 0 o O o o CO CO CLIENT: A f7 < A. D}—� }�D E S S L J L J .sEngineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net MEP ENGINEER: -\ERP -,ERP r_____________ S ) S S S H H ANNUNCIATOR I SMOKE I L J LJ ALARM I MAIN ENTRANCE i- L---------------- 1 (2)#10, 3/4-C I TO APPROVED BUILDING COMMON POWER SOURCE I SMOKE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE SMOKE ALARM SYMBOLS: LEGEND: �$ SMOKE DETECTOR NEW EQUIPMENT, CONDUIT AND CABLE ------- EXISTING EQUIPMENT, CONDUIT AND CABLE OH HEAT DETECTOR E EXISTING TO REMAIN VIAD DUCT SMOKE DETECTOR ER EXISTING TO BE REMOVED ® CARBON MONOXIDE DETECTOR ERL EXISTING TO BE RELOCATED ERP EXISTING IN RELOCATED POSITION ` ISSUED FOR PERMIT AND BID 02-01-17 ISSUED FOR 80% 01-13-17 ISSUED FOR REVIEW 01-10-17 PROGRESS 12-22-16 NO. REVISION DATE BY 7PO L-51 M Itectullu SMOKE ALARM NOTES: EXISTING FIRE ALARM DEVICES NOTES: 1 — CONTACT SMOKE ALARM MANUFACTURER REPRESENTATIVE( AFA SYSTEMS TEL# 516-496-2322) FOR UPGRADE OF THE EXISTING SMOKE ALARM SYSTEM. THE FOLLOWING SHALL APPLY FOR ALL DEVICES IDENTIFIED AS EXISTING TO REMAIN OR 2 — ALL WIRING, POWER, CONDUCTORS, CONDUITS ETC. SHALL MEET THE LATEST NATIONAL ELECTRICAL CODE. RELOCATED: TPG ARCHITECTURE, LLP 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 3 - ALL WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. 1. EXISTING WIRING SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION 4 — ALL SMOKE ALARM WIRE SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. ALL SO THAT IT CAN BE REUSED AND RECONNECTED TO MAKE EXISTING DEVICES FULLY 631.547.7300 TPGARCHITECTURE.COM CONNECTIONS SHALL BE EITHER SOLDERED, APPROVED TERMINAL STRIPS, APPROVED WIRE NUTS (APPROVED TEMPERATURE), OR SCOTCH LOCKS. OPERATIONAL. EXISTING WIRING THAT HAS BEEN DAMAGED DURING DEMOLITION ORCONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN 5 — ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTION OR CONDUIT TO 8 FEET ABOVE THE FINISHED FLOOR. AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 2. ALL FIRE ALARM CABLING SHALL BE SUPPORTED FROM BUILDING STRUCTURE AND NOT PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 6 — SMOKE ALARM CABLES SHALL NOT BE MIXED WITH NON SMOKE ALARM CABLING. LOW VOLTAGE SMOKE ALARM CABLING SHALL NOT BE MIXED OR WIRED NEAR DEPEND ON CEILING MEDIA, PIPES, DUCTS, CONDUITS OR EQUIPMENT FOR LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND ANY AC CIRCUIT. SUPPORT. CABLING SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 5 FEET COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, 7 — ALL LOW VOLTAGE WIRING SHALL BE FPLP 150 DEGREE C. UL LISTED WIRE. ON CENTERS AND WITHIN 12" EVERY ASSOCIATED CABINET BOX OR FITTING. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 8 — ALL WIRING SHALL BE INSPECTED TO ASSURE THERE ARE NO OPENS, SHORTS OR EARTH GROUNDS. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 9 — SMOKE DETECTORS MUST BE MOUNTED AT LEAST 3 FT AWAY FROM ANY AIR REGISTER. PROJECT 10 — ALL CEILING MOUNT DEVICES MUST BE SECURELY FASTENED TO BUILDING CONSTRUCTION. CAPITAL ONE 11 — DEVICE LOCATIONS MUST BE READILY ACCESSIBLE TO ALLOW FOR MAINTENANCE AND REPAIR. MATTITUCK, NY 12 — DUCT MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON THE DUCTWORK IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 6LL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE LED. 11700 MAIN ROAD 13 — LOCATIONS OF ALL SMOKE ALARM EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY AHJ. NO CHANGE OR MODIFICATION TO THE SYSTEM OR PLANS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. IF ANY CHANGES ARE MADE TO THE DRAWINGS PRIOR TO OR DURING INSTALLATION, ATTITU K, NY 11952 AS BUILT PLANS SHALL BE PREPARED BY THE ENGINEER AND FILED WITH THE APPROPRIATE AGENCIES FOR FINAL ACCEPTANCE. DRAWING FIRE ALARM RISER DIAGRAM SEAL DATE 11123/2016 --PFi JEGTA 7614.00 R Y SCALE NTS G NO. FA-601 .00 0 0 ro ro, A P�. CAD FILE NO. PAGE 1�110FESS���, 3 OF 3 LIGHT FIXTURE ( LUMINAIRE ) SCHEDULE INPUT LJC�1l o .. , . .: WATT VOLTAGE NOTESLAMPPER FIXTURE __ TZZ. FIXTURE DESCRIPTION MANUFACTURER & MODEL N0. 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REVISION DATE BY 7 1 Lj I \rch itectu �U Z �J d' O = D tY N 0 Y X U W N O N �,, = W W TPG ARCHITECTURE, LLP w 09 0 \ � 1300 WALT WHITMAN ROAD, MELVILLE, NY 11747 E= w zo z z 3 v 631.547.7300 { TPGARCHITECTURE.COM J N O > ~ Q _ O Q O O _j S O � Z U w = O z Q Cr O w o w to N z IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN L z 0 Q Z _ t- w p p p �. Q O � Z z N _ \ of p AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT U U Z Z f- p g U 0 j z O 3 U o J z a PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 0 N o ir z p �w o r ES_ N z LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND Q ►� w tr w a O U to Q (n N v z z z w w COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, p � 3 } N z ,,, O oN z z p o �' � OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, Q �, z _ _ _ �o J z p z 0 OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED Z O ((�� a z X O p_ a zi N W O BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. Q m D Q J a J m Z U ^ Z OV Z w = a a a Q = C N z ¢ d ¢ PROJECT in tn� O U pU U z\ z U3 UU U z Z Z w z 0 a o Q Q (n Q o Q Z p v CAPITAL ONE O W O O Q U Q O O = a a W MATTITUCK NY ww f � I— U Q U F- Z � U Z U = U 2 �N a X, a Q 0 0 QO QO < 0 S2 0 0 ' LIGHTING CONTROL NARRATIVE 11700 MAIN ROAD MATTITUCK, NY 11952 TA AREA CONTROL DESCRIPTION NARRATIVE DRAWING O Q Q ENCLOSED OFFICE 20TMMNUTES AFTERATIC YSENSOR LAST OCCUPITH ANTMLEAVES ON/OFF & AUTO-TURN-OFF WITHIN ENERGY ANALYSIS (<200 SQUARE FEET) O ® OPEN WORK AREA AUTO ON OCCUPANCY SENSOR TO FULL POWER ON WITH MANUAL-OFF SUPPORTIVE (INTERIOR) SWITCH; AUTO-TURN-OFF WITHIN .20 MINUTES AFTER LAST OCCUPANT LEAVES DOCUMENT O EGRESS CORRIDOR / 50% POWER REDUCTION VIA OCCUPANCY SENSOR & ASTRONOMICAL TIMECLOCK PATHWAY SHUT-OFF ON SCHEDULED TIME-OF-DAY BASIS W/ 30-MIN OVERRIDE SWITCH 0 Q STAIRWELL (NON-EGRESS) 507. POWER REDUCTION VIA OCCUPANCY SENSOR & ASTRONOMICAL TIMECLOCK SEAL DATE /2016 SHUT-OFF ON SCHEDULED TIME-OF-DAY BASIS W/ 30-MIN OVERRIDE SWITCH AUTOMATIC VACANCY SENSOR WITH MANUAL-ON/OFF SWITCH & AUTO-TURN-OFF PROJECT N0. 76 .00 O Q JANATORIAL CLOSETS WITHIN 20 MINUTES AFTER LAST OCCUPANT LEAVES ,r\�C.�� N Y SCALE AUTOMATIC OCCUPANCY SENSOR TO FULL POWER ON & TURN-OFF WITHIN 20 R NTS O Q BATHROOMS MINUTES AFTER LAST OCCUPANT LEAVES .tit DWG O Q ELECTRICAL ROOM LOCAL MANUAL WALL TOGGLE SWITCH ONLY FOR SAFETY q Z PANTRY / BREAK ROOMS AUTOMATIC VACANCY SENSOR WITH MANUAL-ON/OFF SWITCH & AUTO-TURN-OFF N- ' -09 EN-002 .00 Q WITHIN 20 MINUTES AFTER LAST OCCUPANT LEAVES j� 0 06 R�FESS1'°Z�P� CAD FILE N0. PAGE 1 OF 2 i • q: LIGHT FIXTURE ( LUMINAIRE ) SCHEDULE ¢ ° b r- INPUT c o O LAMP PER FIXTURE ATT W VOLTAGE NOTES SYMBOL DESCRIPTION MANUFACTURER & MODEL N LOCATIONS FIXTURE 0. L S 1.,..___- P P. TYP WATT PER I E TYPE -. 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J J J o 11700 MAIN ROAD LIGHTING CONTROL NARRATIVE MATTITUCK, NY 11952 TA AREA CONTROL DESCRIPTION NARRATIVE DRAWING O Q Q ENCLOSED OFFICE 20TMMNUTES AFTERATIC VACANCY LAST OCCUPWITH ANTMLEAVES ON/OFF & AUTO—TURN—OFF WITHIN ENERGY ANALYSIS (<200 SQUARE FEET) O Q ON OPEN WORK AREA AUTO—ON OCCUPANCY SENSOR TO FULL POWER ON WITH MANUAL—OFF SUPPORTIVE (INTERIOR) SWITCH; AUTO—TURN—OFF WITHIN 20 MINUTES AFTER LAST OCCUPANT LEAVES DOCUMENT O3 EGRESS CORRIDOR / 50% POWER REDUCTION VIA OCCUPANCY SENSOR & ASTRONOMICAL TIMECLOCK PATHWAY SHUT—OFF ON SCHEDULED TIME—OF—DAY BASIS W/ 30—MIN OVERRIDE SWITCH O Q STAIRWELL (NON—EGRESS) 50% POWER REDUCTION VIA OCCUPANCY SENSOR & ASTRONOMICAL TIMECLOCK SEAL DATE X2016 SHUT—OFF ON SCHEDULED TIME—OF—DAY BASIS W/ 30—MIN OVERRIDE SWITCH AUTOMATIC VACANCY SENSOR WITH MANUAL—ON/OFF SWITCH & AUTO—TURN—OFF JECT NO. X4.00 O5 Q JANATORIAL CLOSETS WITHIN 20 MINUTES AFTER LAST OCCUPANT LEAVES Of R O SCALE NTS 6O Q Q BATHROOMS AUTOMATIC OCCUPANCY SENSOR TO FULL POWER ON & TURN—OFF WITHIN 20 Gy DW 0. MINUTES AFTER LAST OCCUPANT LEAVES ELECTRICAL ROOM LOCAL MANUAL WALL TOGGLE SWITCH ONLY FOR SAFETY °r O 2 -�- PANTRY / BREAK ROOMS AUTOMATIC VACANCY SENSOR WITH MANUAL-ON/OFF SWITCH & AUTO-TURN-OFF S N" 066�p9 WITHIN 20 MINUTES AFTER LAST OCCUPANT LEAVES EIS-00 .00 p CAD FILE NO. PAGE OFE 10172