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Home My WebLink About42486-Z o�guFfat/(ee" Town of Southold 12/10/2019 0 P.O.Box 1179 o ` 53095 Main Rd y.�jo1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40914 Date: 12/10/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 700 Boisseau Ave., Southold SCTM#: 473889 Sec/Block/Lot: 63.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2018 pursuant to which Building Permit No. '42486 dated 3/26/2018 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: existing industrial building converted to medical professional office as applied for. The certificate is issued to 700 Boisseau Ave Rty LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-17-0006 10/21/2019 ELECTRICAL CERTIFICATE NO. 42486 5/23/18; 11/4/2019 PLUMBERS CERTIFICATION DATED 10/30/2019 De me Plu g %ast A hooea Signature $aFFot�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 42486 Date: 3/26/2018 Permission is hereby granted to: Suff Cty Water Authority 4060 Sunrise Hwy Oakdale, NY 11769 To: alter existing industrial building to a professional office (medical) as applied for per Planning & SCHD approvals. At premises located at: - 700 Boisseau Ave., Southold SCTM # 473889 Sec/Block/Lot# 63.-3-2 Pursuant to application dated 2/5/2018 and approved by the Building Inspector. To expire on 9/25/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,389.60 DEMOLITION $417.30 CO -COMMERCIAL $50.00 Total: $2,856.90 B ' n I ctor Form No.6 WJ�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ? I Date. J l New Construction: Old or Pre-existing Building: (check one) Location of Pi operty: v0 I J Se_ UT U0 House No. nn '\ Streetsue'ZI Hamlet Owner or Owners of Property: V�y(o-tT ��< Q Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appett Signature SOVj�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 c®UN�Vg� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 700 Boisseau Ave Rty LLC (Surgi Center) Address: 700 Boisseau Ave. city,Southold st: New York zip: 11971 Building Permit#: 42486 Section: 63 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Primma Electric Inc. License No: 39686-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureSLI Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200A Temp Construction Service (Overhead) Notes: Inspector Signature: Date: May 23, 2018 0-Cert Electrical Compliance Form.xls rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179' Southold,NY 11971-0959 sean.devlinCc)i-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. 700 Boisseau Ave Rty LLC Address: 700 Boisseau Ave city,Southold st: NY zip: 11971 Building Permit# 42486 Section 63 Block 3 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Primma Electric License No. 39686-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Gas Duplec Recpt 146 Ceding Fixtures 5 Parking Lot Lights 8 Service 3 ph X Hot Water Gas GFCI Recpt 30 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 5 Humidifiers 4 Recessed Fixtures 17 CO Detectors Sub Panel 6 A/C Blower $ Duct Heaters 4 LED 2X2 Light 112 Pumps Transformer Appliances Electric Heater 4 Exit Sign 7 Time Clocks Disconnect 14 Switches $4 UC Lights 31' Exit Fixtures 2 Combo SD/CO Other Equipment: 800A Service Notes Surgical Center Inspector Signature: Date: November 4, 2019 S. Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road ;; 1 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ` '" BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 30 2019 �5 '37'"T L�7 1 T CERT IFIC A_T-I-0 ✓� Date: :J_ Building Permit No. 42 L4 g Owner: 0 Ql�) S J t Gl l'L �1/e . �- �_--LCi (Please print) _ _Plumber: Z) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_ 0 day of 2001 Notary Public,, TQ_ __.''County, TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK No.OIDW630690() QUALIFIED N SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_2a _ OE SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUTy06 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. /7V4d [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �vm-fig I—Off 14 DATE INSPECTOR pF SOU ¢ # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0J1,,,V1 (6) `cl reir 4j x DATE S INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE O INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPEC I [ ] FOUNDATION 1ST [ ROUGH PLEG�Flrs�- F/CK-) [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATIONC AULKING R MARKS: Q (CA 0 DATE INSPECTOR q 50U1y�6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION z [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE lC INSPECTOR OE SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] WOGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [J] FIR RESISTANT PENETRATION ELECTRICAL (ROUGH) [ CTRICAL (FINAL) CODE VIOLATION [ LKING REMARKS: D VJ Aik Aad lq� -th V vv, ov-v/ DATE INSPECTOR *OP SOUT,folo TOWN OF SOUTHOLD BUILDING DEPT. cnurm a�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: "("YVA NkJmll�, w � WA f5vel �- YW � ,v �� rvv t. QiPr 95 vl�6 IG�'L' lOr�1 DATE INSPECTOR # # 2, TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY UYFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A a5 J 'Coy- SppjdA!Ls2 hQjZ DATE r INSPECTOR z SO(/r�°lo TOWN O1:' SOUTHOLD BUILDING DEPT. 7110 (� courm,�� 765-1802 ASA pcsl t1T'"N { ; INSPECTION ' "-,. [ ] FOUNDATION 1ST [ ] ROUGH PLBC. J FOUNDATION 2ND [ ] INSULATIONy [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [4] FIRE SAFETY INSPECTION - FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION E. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a Aor K' L- F1 ku k_ 01o,,� f �e1 l DATE INSPECTOR �� OF s VPM& # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] 'ROUGH PLEG. [ ] FOUNDATION 2ND' [ ] ANSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL (oflr1 • [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VION r ] P C REMARK t OA E t if h 1 4 14 -r�l bi f114 �t cuw gn I Pos DATE INSPECTOR \ice /1 SOF so Alt 55�0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [Vf FINAL �j fn [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING M ICS: S — S on l DATE INSPECTOR IV V Tw� l q oF Soup,o # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl CAULKING REMARKS: V/ DATE ® ZI INSPECTOR (V 111 ((pt SOF 50p1�, # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 7654 802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL &4141, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING ZEIRKS: ✓�� ' r t? Gln crzol ii Lu v nrl 49, t )V4 oT 4 : ! h v df r DATEo o INSPECTOR apF 50UTyolo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o Comm, 765-1802 INSPECTION .- I FOUNDATION 1ST [ ] ROUGH PLBG. 1 `1 FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Re,,' CAWnVn : [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ZiR ARKS: — ��lrolo✓ .�,./ Y Srh ay- y rW1lt��l, ��irv► -fe4*/ p �h ori 'a✓ n DATE 017019 INSPECTOR • — ^ TM STERLINGO Lead-Free Solder Certificate of Conformance This is to certify that WORTHINGTON STERLING Lead-Free Solder is lead-free as well as antimony-free. Meets or exceeds the requirements for lead-free plumbing solder set forth in the Federal Safe Drinking Water Act Amendments of June 19, 1986. ANSI NSF 61 certified. This solder is manufactured per composition ASTM B-32 Alloy Grade TC. NOMINAL COMPOSITION & TYPICAL PROPERTIES Tin (Sn) Balance Tensile Strength 7130 psi Copper (Cu) 4% - 5% Shear Strength 5970 psi Selenium (Se) .04% - .20% Melting Temperature 410°F MOE Made in U.S.A. 0, wth global components PremiumLF CofC Rev 002 Date:8/13/2015 10100 W.Ute Avenue(80127) j� P.O.Box 625005 Littleton,CO 80162-5005 303 978 2000 www.jm.com A Berkshire Hathaway Company � DD March 18, 2019 Df0at APR - 1 2019 VIA E-MAIL ONLY � ll)1'i`I�' '''r'� TOWN OF SOITTTjiux', Re: Double Layering Fiberglass Duct Wrap Insulation To whom it may concern, To double layer vapor-retarder faced fiberglass duct wrap, the facing on the inner layer can be extensively slashed to make it ineffective as a vapor retarder before installing the second layer of vapor retarder-faced duct wrap. Do not compress the single layer duct wrap or combined double layers more than 25 %. The addition of the second layer of insulation will add to the R-value (thermal resistance) of the insulated system. Two layers of Johns Manville's Microlite® EQ Type 75, 2.0"product, double-layered, which are compressed 25% to a thickness of 3.0", will have a cumulative installed R-value of 11.1. Please let Johns Manville know if you have any additional questions. Sincerely, John A. Elverum Johns Manville Sr Tech Svcs Specialist 303-978-3417 HVAC INSULATION lk I ,; . MICROLITE' FSK S WAP A SHEET ,'fir` q'a` i '"s's.� _'•_•_- -fi,,' 1 1 DESCRIPTION —�, -- ap rll,fn"7 oi'a^., ..;�Y. 'x�';k'?`o "��"=}rb,., w.,M}, tf-,^ti'+a;M w''`• $v='r 4`, r rc tr r;a'.'I",",Sf Microlite®FSK Formal 4;{ dehyde-free""duct Insulation is a lightweight,highly `_;�.a0�W.�' �,�°� ��' ` .os�,�` -.;�u,�`�' '�`'k9=.,�>;�,Ii. ��•_• resilient,blanket-type thermal insulation.The insulation blanket is manufactured �� from rotary-process fiberglass bonded with a formaldehyde-free resin. � �; ;. � „ •', ,'' f``� AVAILABLE FORMS '�W ��'"4S"*'�Z!v,T1� .��.' w'ti ��rirhv"3-e%�•K��,T Microlite Formaldehyde free'insulation Is available In a variety of densities, .v', IITY`��d�( thicknesses and roll lengths.It is supplied with an FSK(foil-scrim-kraft)vapor barrier F" facing to meet Installed performance requirements,with a 2"(51 mm)stapling tab. USES ` Microlite insulation is recommended as thermal insulation for the exterior of HVAC systems or other spaces or surfaces where temperature control is required. .� °�„° '""•"' ' LIMITATION Color of product will differ depending on manufacturing location Microlite FSK ductwrap is not recommended for use on duct systems in service at temperatures above 250°F(121°C) It should not be used in weather-exposed SURFACE BURNING CHARACTERISTICS applications without proper protection. Microlite insulation meets the Surface Burning Characteristics and Limited Combustibility of the following standards: STORAGE Standard/Test Method Microlite FSK ductwrap should be kept clean and dry during storage,transport, ■ ASTM E84 Maximum Flame Spread Index 25 installation,and system operation ■ UL 723 Maximum Smoke Developed Index 50 ■ NFPA 90A and 90B FACING INFORMATION ■ UL Guide No 40 U8.3.Card R3711 FSK Aluminum Foil ■ CAN/ULC S102 Reinforced with fiber glass scrim laminated to UL-rated kraft. Nate Faced materials are tested as composite products(insulation,adhesive and facing) Permeance:0.02 perms* *Per ASTM E96,Procedure A for facing material prior to lamination After lamination,permeance SPECIFICATION COMPLIANCE values may be higher ASTM C1290 Type 75,100,&150 ASTM C553* GENERAL PROPERTIES Type I,Type II Type 75&100 Temperature(max)—ASTM C411 250°F(1121*Q Type I,Type II,Type III Type 150 Water vapor sorption—ASTM C1104 <5%by weight 'For facedmaterial250°F(121°C)maximum temperature. Corrosivity with steel—ASTM C665 Does not accelerate ASTM C1136s1 Fungi resistance—ASTM C1338 Does not breed or promote Type II FSK Facing 'Replaces HH-8-1008,Type 11 STANDARD THICKNESSES AND PACKAGING Canada CCSB 11M NYC MEA 40-75-M-M 100'Roll 75'Roll 50'Roll 45'Roll (31 m) (23 m) 05,m) (13.7m) CERTIFIED JM FORMALDEHYDE-FREETPA FIBERGLASS INSULATION Type Thickness,in(mm) Certified JM Formaldehyde-free-fiber glass insulation 75 1(25)*,1Yz(38) 2(51),2 Ys(56) 3(76), 41/5(112) offers superiorthermal and acoustical performance- 100 1%2(38) 2(51) — and it improves indoor air quality because it's made �` 150 — IY2(38) 2(51) without formaldehyde.Why is that important?Because *1"for Canadian use only the U S.Environmental Protection Agency(EPA) Note:Additional thicknesses,widths and otherlengths available on special order Contact recommends limiting exposure to formaldehyde as GREENGUARD Regional Sales Office for availability much as possible,and the California Air Resources PRODUCT CERTIFIED FOR Board,a division of the California EPA,recommends LOW CHEMICAL EMISSIONS that builders and architects use building materials and UL 2818 RECYCLED CONTENT insulation made without formaldehyde GOLD RiIF/,�- lFr O S�JGIDBRLSEIMC'S � i $epaeAlsFR�S AVERAGE 29%FFCYCLEDC0,41e1( INDOORADVANTAGE GOLD POSTCONSUMER BUILDING MATERIALS HVAC-448 10/19/18(Replace 08/24118) 1 4 , • HVAC INSULATION MICROLITE" FSK FSK-FACED FORMALDEHYDE-FREETM FIBERGLASS DUCT WRAP DATA SHEET APPLICATION RECOMMENDATIONS Before applying duct wrap,sheet metal duct shall be clean,dry and tightly The R-value will vary depending upon how much the insulation is compressed sealed at all joints and seams. during installation.To obtain the published installed R-values,the insulation stretch- out should be determined using the following table Wrap insulation around duct with facing to the outside so the 2"(51 mm)flap completely overlaps facing and insulation at the other end of stretch-out Duct Wrap Stretch-outs Insulation shall be snugly butted Installed Secure seams with outward clinching staples placed approximately Labeled Compressed 6"(152 mm)on center.If required,seal seam with pressure-sensitive tape Thick.(in) Thickness(in) Round Square Rectangular designed for use with duct insulation.Insulation on the underside of ducts 1 075 P+7.0" P+6.0" P+5 0" spanning 24!'(610 mm)or greater shall be secured with mechanical fasteners 1%2 1.125 P+9.5" P+8 0" P+7.0" and speed clips spaced approximately 18"(457 mm)on center Fasteners should 2 1.50 P+12 0" P+10.0" P+8.0" be cut off flush after the speed clips are installed,and when required,sealed 2% 1.65 P+13.0" P+11.0" P+8.5" with the same tape as specified above 3 2.25 P+17 0" P+14.5" P+11.5" Adjacent sections of ductwrap insulation shall be snugly butted with the 41/5 3.30 P+245" P+21.0" P+19.0" circumferential 2"(51 mm)tape flap overlapping and secured as recommended Stretch-outs include 2"(51min)for overlap P=perimeter ofduct tobeinsulated. forthe longitudinal seam When avaporseallsrequired,twocoatsofvapor Prepare overlap by removing approximately 2"(51 mm)of insulation from facing retarder mastic reinforced with one layer of 4" (102 mm)wide,open-weave glass fabric may be used in lieu of pressure- Stretch-out sensitive tape Dimension GUIDE SPECIFICATIONS Insulation for Metal Ducts.All ducts shall be insulated on the outside with a Formaldehyde-free', "" flexible glass fiber blanket.Microlite Formaldehyde-free' fiber glass duct wrap insulation should have a minimum installed R-value*of Y(51 mm) .and a Type facing Insulation shall be furnished with a factory- Overlap applied facing with a composite UL FHC rating of 25/50 *The minimum insulation installed R-value should be determined in accordance to the duct operating and ambient conditions THERMAL CONDUCTIVITY(ASTM 0518) k* k INSTALLED R-VALUES Compressed Thickness Labeled Thickness Labeled Type Btu•in/(heft'•°F) W/m•°C Btu•in/(hr•ftl-°F) W/m•°C Thickness Installed"R"** Out-of-Package"R" 75 0.27 0.039 029 0.042 Type in mm (heft'•°F)/Btu ml-'C/VV (heft'•°F)/Btu m'•°C/W 100 0.25 0.036 0.27 0.039 Type 75-0.75 pcf(12kg/m') 150 0.24 0.035 0.25 0 036 75 1 25 3.0 0.53 3.8 67 Conductivity at 75°f(24°C)mean temperature. 1%2 38 4.2 0.74 5.2 0.92 *Tested with material thickness compressed 25% 2 51 56 0.99 69 1.22 2% 56 60 108 7.5 1.33 3 76 83 146 10.3 1.81 41/5 112 12.0 2.16 15.0 2.66 Type 100-1.00 pcf(16kg/m') 100 1 Y2 38 45 079 56 0.99 2 51 60 106 7.4 130 Type 150-1.5 pcf(24kg/m') 150 1%2 38 4.7 0.83 6.0 1.06 2 51 6.3 1.11 8.0 1.41 **Installed R-value calculated with a material thickness compressed to a maximum of25% following recommended duct wrap stretch-outs North American Sales Offices, Technical specifications as shown in this literature are intended to be used as general Ju Insulation Systems guidelines only.Please refer to the Safety Data Sheet and product label prior to using this product The physical and chemical properties of Mlcrohte FSK listed herein represent Eastern Region&Canada typical,average values obtained In accordance with accepted test methods and are Johns Manville P.O.Box 158 subjectto normal manufacturing variations They are supplied as a technical service Defiance,OH 43512 and are subjectto change without notice.Any references to numerical flame spread or 717 17th St. 800-334-2399 smoke developed ratings are not intended to reflect hazards presented bythese or any Denver,CO 80202 Fax:419-784-7866 other materials under actual fire conditions. 800-654-3103 Western Region&Outside All Johns Manville products are sold subjectto Johns Manville's standard Terms and www.JM.com North America Conditions,which includes a Limited Warranty and Limitation of Remedy.For a copy P 0.Box 5108 of the Johns Manville standard Terms and Conditions or for information on other Johns Manville thermal insulation and systems,visit www.im.com/terms-conditions or call Denver,CO 80217 (800)654-3103. 800-368-4431 Fax:303-978-4661 HVAC-448 10/19/18(Replace 08124/18) @2018 Johns Manville All Rights Reserved i. B&L TESTING AND BALANCING AIR BALANCING WATER BALANCING DESIGN ANALYSIS DUCT PRESSURE TESTING BLOWER DOOR TESTING AEROSEAL DUCT SEALING CERTIFIED TEST, ADJUST & BALANCE REPORT PROTECT o Southold ASC 700 Boisseau Avenue Southold, NY PREPARED FOR Stalco Construction 1316 Motor Pkwy Islandia, New York 11749 Phone: (631) 254-6767 DEC - 9 2019 ENGINEER EP Engineering 110 William Street, 32nd Floor New York, NY 10038 DATE TESTED: 11/25/2019&11/26/2019 SUBMITTED BY. Brett V. Sanicola,PE PREPARED BY. DB REPORT DATE: 11/29/2019 B&L Testing and Balancing 2735 Academy Street Oceanside,NY 11572 Page 1 (516)-724-3630 info@bltestingandbalancing.com B&L TESTING AND BALANCING AIR BALANCING WATER BALANCING DESIGN ANALYSIS DUCT PRESSURE TESTING BLOWER DOOR TESTING AEROSEAL DUCT SEALING INSTRUMENT CALIBRATION SUMMARY FUNCTION MAKE NO. SERIAL DATE CALIBRATED Balometer Alnor EBT731 EBT731910006 3/4/2019 Micromanometer Alnor EBT731 EBT731910006 3/4/2019 Tachometer Extech 461750 Z357553 10/15/2019 Vane Anemometer Extech AN300 -2356908 10/15/2019 Digital Pschrometer Extech RH300 Z357182 10/15/2019 H dronicManometer TSI HM675 71725068 10/15/2019 Digital Thermometer Extech 421502 Z356936 10/15/2019 DEC - 9 2019 B&L Testing and Balancing 2735 Academy Street Oceanside,NY 11572 Page 2 (516)-724-3630 info@bltesdngandbalancing.com B&L TESTING AND BALANCING AIR BALANCING WATER BALANCING DESIGN ANALYSIS DUCT PRESSURE TESTING BLOWER DOOR TESTING AEROSEAL DUCT SEALING PROTECT SUMMARY Job site arrival and assessment: B&L arrived on site and met with Stalco Construction.Stalco stated that the site was ready for Test and Balance and provided B&L with design drawings dated 3-23-2018 and shop drawings dated 6-1-2018. Duct Leakage Assessment: B&L traversed the supply and exhaust duct work for AC-1-1&AC-1-2 (see pages 8 through 14) and obtained readings at the diffusers associated with each unit. In comparing the traverse readings with the summation of the diffusers B&L calculated the leakage,to be within the required 5%allowance. AC-1-1 adjustments and comments: B&L adjusted supply motor VFD to 60 Hz.AC-1-1 is operating within design. AC-1-2 adjustments and comments: B&L adjusted supply motor VFD to•59 Hz.AC-1-2 is operating within design x - ®EC - 92019 - B&L Testing and Balancing 2735 Academy Street Oceanside,NY 11572 Page 3 (516)-724-3630 info@bltestingandbalancing.com i Terjesen Associates, Architects P.C. 248 West 35�h Street,Suite 11E,New York,NY 10001 Tel:212-239-1526 Fax:212-736-7899 James H. Terjesen, R.A. Richard J. Pierce, R.A. EWE Anton G. Mitchell ® �(" -March 4th, 2019 MAR 1 4 2019 DUD Dr. Frank A'Dipietro 11"UrLDEIiG North Fork Surgery Center TOWN 07 SOUTHGLD 700 Boisseau Avenue Southhold, NY Re: North Fork Surgery Center First floor 700 Boisseau Ave Southold, NY TAA Project# 3258 All finishes comply with NFPA 101, 2012 Edition Section 38.3.3.2 for Interior Wall and Ceiling Finishes.These finishes shall be Class A or Class B in exits and enclosed corridors furnishings access to exits; and Class A, Class B or Class C in office areas NFPA 101, 2012 Edition Section 38.3.3.3 for Interior Floor Finishes shall be Class I and Class II in corridors and exits and this site complies Please feel free to contact me if you have any questions or comments �LRGD ARC Sincerely, `�' nu P Richard J. Pierce, .A. N Terjesen Associates Architects C. ® H(gRO'V[E d MAR 1 4 2019 Terjesen Associates Architects P.C. 7ummi'7 72 � D 248 West 35`h Street, Suite 11E, New York, NY 10001 Tel: 212-239-1526 Fax: 212-736-7899 James H.Terjesen R.A Richard J. Pierce R.A Anton G. Mitchell March 4th, 2019 Dr. Frank A'Dipietro North Fork Surgery Center 700 Boisseau Avenue Southhold, NY Re: North Fork Surgery Center First floor 700 Boisseau Ave Southold, NY TAA Project#3258 Dear Dr. Frank, This is to certify that I inspected the existing premises and any new construction at 700 Boisseau Ave in Suffolk County for fire rated partitions and exterior walls that were part of this project at and they are constructed in accordance with the plans and with all NFPA, Suffoik County, and all agencies having local jurisdiction. The exit from the cellar is separated from the adjacent construction by one hour c on All penetrations in Fire rated walls have been sealed with an approv Pa CPA Through Penetration Fire stop System as required. Documentation of the j � toppro� t 0 is also presented with thisif; ti Respectfully, Richard J. Pierce R.A. NY License#026829 es r� Associates, Architects P._C.- 248 West 35`h Street,Suite 11E,New York,NY 10001 Tel:212-239-1526 Fax:212-736-7899 James H. Terjesen, R.A. Richard J. Pierce, R.A. Anton G. Mitchell D Marc IC( DD March 4th, 2�1� Dr. Frank A'Dipietro MAR 1 4 2019 North Fork Surgery Center 700 Boisseau Avenue �� Southhold, NY TOWN OliT, SO T.i HULD Re: North Fork Surgery Center First floor 700 Bolsseau Ave Southold, NY TAA Project# 3258 Dear Dr. Frank, This is to certify that the: existing building at 700 Boisseau Avenue in Southold NY in the county of Suffolk, was renovated in 2019 and is a Type 11(000) according to the NFPA 101, 220. The building is a 1 story free standing, fully sprinklered building plus cellar single tenant occupancy If you have any additional requests or cornments, Please do not hesitate to give me a call � AR�� Sincerely, �W j!tilla J cc Richard J. Pierce,R. License# 026829 Terjesen Associates Arc NEWYORK Department STATE OF y OPPORTUNITY. ®f Health ANDREW M. CUOMO HOWARD A.ZUCKER, M.D.,J.D. SALLY DRESLIN, M.S., R.N. Governor Commissioner Executive Deputy Commissioner COMPLETED CONSTRUCTION CERTIFICATION LETTER FOR ARCHITECTS &ENGINEERS Date: 101-14 1 CON Number: 6 6Z3S8 Facility Name: N01M) 'TIC WYMAZ`, X12 (,LC - r Facility ID Number: Facility Address:7C)8 13O1SSI�»v 4v£, S0,vTl3VLC> NYS Department of Health/Office of Health Systems Management DEC 1 0 2019 Center for Health Care Facility Planning,Licensure and Finance Bureau of Architecture and Engineering Review ESP,Corning Tower, 18t'Floor t y Albany,New York 12237 To The New York State Department of Health: I hereby certify that: 1. I have been retained by the aforementioned facility,to provide professional architectural/engineering services related to the design and preparation of construction documents,including drawings and specifications for the aforementioned project. During the course of construction,periodic site observation visits have been completed, and the necessary standard of care, noting progress,quality and ensuring conformance of the work with documents provided for all regulatory approvals associated with the aforementioned project. 2. I have ascertained that,to the best of my knowledge,information and belief,the completed structure is designed and constructed,in accordance with the programmatic requirements for the referenced construction project,in accordance with design development drawings,and in accordance with any project definitions,modifications and or revisions approved or required by the New York State Department of Health. 3. The aforementioned construction project has been designed and constructed in compliance with all applicable local,state and federal codes,statutes,and regulations,and all the applicable provisions of the State Hospital Code-- 10 NYCRR Part 711 (General Standards for Construction)and Parts(check all that apply): a. _712(Standards of Construction for General Hospital Facilities) b. _713 (Standards of Construction for Nursing Home Facilities) c. 714(Standards of Construction for Adult Day Health Care Program Facilities) d. ;�15(Standards of Construction for Freestanding Ambulatory Care Facilities) e. _716(Standards of Construction for Rehabilitation Facilities) f. _717(Standards of Construction for New Hospice Facilities and Units) PLEASE NOTE ANY EXCEPTIONS HERE: 4. I understand that any components of this project that are inconsistent with the State Hospital Code(10 NYCRR Parts 711, 712,713,714,715,716,or 717),have been brought to the attention of the Bureau of Architecture and Engineering Review (BAER)of the New York State Department of Health for compliance resolution. ARCHITECTURAL AND ENGINEERING LETTER OF CERTIFICATION FOR COMPLETED CONSTRUCTION PROJECTS Effective 2016.05.01 Pagel of 2 i -••,�I 39-1' it-_ ' � 1 � DEC 1 0 2019 5. I understand that upon completion of construction,the costs of any subsequent corrections necessary to achieve compliance with applicable requirements of 10 NYCRR Parts 711,712,713,714,715,716 and 717,when the prior work was not completed properly as certified herein,may not be considered allowable costs for reimbursement under l0,•NYCRR;Paet,96,--- This certification is being submitted to facilitate the pre-opening inspection for this project.It is understood'thai an electronic copy of final Construction Documents on CD,meeting the requirements of DSG-05 must be submitted to PMU for all projects, including limited,administrative,full review,self-certification and reviews performed and completed by DASNY. Project Name: C':2 (ILL Location: -7 _9_015f 6-Av AV , So kPX1 Description: CIAO CI3 -)71 � O IZq g Architectura ngineering Professional .; Signature of NYS Licensed Architect ngi eerf 21n ?1Wd SIV SSV I3 T Name of Architect/Engineer(Print) C 1171 fi o ' N ,kn, C7 � OZSg2°J Professional New York State License Number Business Address The undersigned applicant understands and agrees that,notwithstanding this architectural/engineering certification the Department of Health shall have continuing authority to(a)review the plans submitted herewith and/or inspect the work with regard thereto,and(b)withdraw its approval thereto. The applicant shall have a continuing obligation to make any changes required by the Division to compl ViI he above-mentioned codes and regulations,whether or not physical plant construction or alterations have been compl ed. Authorize nature for Applicant 10 131 Date Name(Print) Titlei Notary required for the Applicant crn I FFN A DICKERING CLARK STATE OF NEW YORK ) NOTARY PUBLIC STATE OF NEW YORK SS: No.�01PI6379950 o Qudlifled in Suffolk County County 4 ) My Commission Expires; August 27;_ P2 2— On the.� day o before me personally appeared B to me known,who being by me duly sworn,did depose and say that he/she resides at that he/she is the f�C ��G7de- of the 02J / the corporation described herein which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the board of directors of said c oration. (Notary) ARCHITECTURAL AND ENGINEERING LETTER OF CERTIFICATION FOR COMPLETED CONSTRUCTION PROJECTS Effective 2016.05.01 Page 2 of 2 Jerry S. fiRump l i ck, A.I©A. Architectural Planning 4, Design October 30,2018 Fire Inspector D Town Hall Annex Building NOV - 2 2010 54375 Route 25 Southold,NY 11971 BUILDING DM. TOWN OF SOUTHOLD Re: Southold ASC 700 Boisseau Avenue Southold,NY 11971 Fire-Alarm Permit Application To whom it may concern: This letter will confirm that the plans for the above mentioned project meet the requirements of the NFPA 72 National Fire Alarm and Signaling Code—2013 edition. If you have any questions or concerns,please do not hesitate to call me at 516-250-5718. Sincerely, RED ARC S RU '� Jerry Rumplick,AIA {Architect T 24878 OF JSP- Architecture 1191 Monell Avenue I Islip I New 'fork 111751 Phone (516) 250-5110 1 Fax (516) 935-4150 IF_ .� , DD �l l JAN 3 0 2019 NOTICE ® F" ASBESTojs. ABATEMENT REMOVAL OF 275 SQUARE FEET OF NON-FRIABLE SHINGLES NORTH FORK SURGERY CENrER - 700 BOISS AUAYENUE', SOUrHoi-D, NY 11971 OWNER: DR. FRANK ADIPIETRO 700 BOISSEAU AVENUE, SOUTHOLD, NY 11971 PHONE: 631 : 878-4642 YORK BY: BJA RENOVATION CORP. 33 DOLLARD DRIVE, NORTH BABYLON, NY 11703 PHONE: 631 : 521-6679 DEPARTMENT OF LABOR: FROM: 21412019 COMPLETION DATE: 211112019 AIR TESTING BY: JET ENVIRONMENTAL TESTING INC., 114 WEDGEWOOD DRIVE, CORAM, NY 11727 NYSDOL LICENSE #: 84245 CLEAN AIR TESTING LAB: FLAP # 11469 ASBESTOS REMOVAL WILL BE PERFORMED ACCORDING TO CODE RULE 56 OF THE NEW YORK STATE ASBESTOS REGULATIONS. t r� Lill �c . . _" L2 L2 k 2 L2 ma r z t �r S v a 4 v t r N' _ _ _ � nye• .. �� _.� � c�.=�' t _ ... ,�—Bey........,.___;_.,. a x v � s Y+. xe n l c w: nj 4r �. s Yt R 9, tr fe �..._.... ..�.775... .n., -'_ X t" f Y 3'� a Y L L 2 x L s s a x i i 3 � _ CS �� m s` 7. a ..,.. a a in -_ate n a _ ti s F „r x 3 m: "g 1 Y a r w. 4 et Ij ms ... 1 �f 011* f b p, r nLrar�c� 9S* f s 4 j( x C � -:a r C a.. a r.0 — r . . , p MW �JL 2 w r 17 � L s t a ti j 3 F, _ { 1. t �:. .er,. y - >y .. c5<s-Y: If e y i a 4 � }y $Y f Is VA, a kk� � k q^ aY k 4 b � 7 re� e FP e x a Y k- 'i ,"T, _ N " 1 Y✓i,✓" � 9 •� b� .,yi�� r M t'.u.d4..�e�_�e�.� .ems, � r L nyN. < T � v: r � m h w P a Ilk'I How Aim m I.9 g 74 r,77 e a � � . ~��« \ � � . ��^� % \ ` . 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S v. _ f i , i asYrfd� r ' 3` d; t 3 _ ar x t fj Nix x 1 �e + i a P °t f ry t N v a ^ � �rD Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:10 PM To: Ian Stanton Subject: Fwd: Anteroom insulation photo 61 T-7 D Sent from my iPhone ,UN 1 9 2019 n f j Begin forwarded message: ^ From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:48:36 AM EDT To:Joe Fitzpatrick<ifitzpatrick@stalcoconstruction.com> Subject:Anteroom insulation photo w � Wj NMI i 3 h' t;... a 8 , f r t � yr +� 4 A _ K. Sent from my iPhone 1 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:10 PM To: Ian Stanton Subject: Fwd: Gross decon insulation photo Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:49:31 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject: Gross decon insulation photo ars � 39't° 'srvx,.k Sent from my iPhone 1 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:09 PM To: Ian Stanton Subject: Fwd: Scope process insulation photos Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:50:21 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject: Scope process insulation photos aa � to ,,, 3 l »f � �\ Sent from my 2 hone Z Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:09 PM To: Ian Stanton Subject: Fwd: General equipment storage insulation photos Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:53:38 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject: General equipment storage insulation photos tip.. 9 yYT ,.a. 3 %4' x 1 �� , �,� ,�� y�� ,� � °� � ;'�,r� �'�+�u,t� F .- �� f.:....�,_ ._ 2 Sent from my Whone 3 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:08 PM To: Ian Stanton Subject: Fwd: Sterile storage insulation photo Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:59:22 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject:Sterile storage insulation photo p 3 3 �i A i 1 Asa is V „ e } z v a K.. i1 5 a y E {� tx f s ,i a 2 t rr 4 14., ,; R4 lfiP"d t. aG i.' Sent from my iPhone 3 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:08 PM To: Ian Stanton Subject: Fwd: Operating room insulation photos cont Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:56:13 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject: Operating room insulation photos cont r ar p i £7 9 4 1 0-.rc.�e a'L fl t M £4 N! k 1 � \ i"A � > » , : g . .> . . z � . ( } � 2 \ \ \ d : Sent from my Whone 4 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:09 PM To: Ian Stanton Subject: Fwd: Operating room insulation photos Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:54:55 AM EDT To:Joe Fitzpatrick<Ifitzpatrick@stalcoconstruction.com> Subject: Operating room insulation photos .:3 t ti 5 t,. o Rol 4 , ,,, Y S 3 3� .¢ J �� mE of it 1 tom, II��II 4 a t, +ea 3 3.: S� r.: 4 i i r Sent from my iPhone 3 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:07 PM To: Ian Stanton Subject: Fwd: Patient toilet men's photos Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 12:00:30 PM EDT To:Joe Fitzpatrick<ifitzpatrick@stalcoconstruction.com> Subject: Patient toilet men's photos f R,Rl i a Owl as ks, i f Sent from my iPhone 1 Ian Stanton From: Joe Fitzpatrick Sent: Wednesday, June 05, 2019 12:10 PM To: Ian Stanton Subject: Fwd: Endo room insulation photos Sent from my iPhone Begin forwarded message: From:Joseph Fitzpatrick<tyrell.t.c95@icloud.com> Date:June 5, 2019 at 10:47:05 AM EDT To:Joe Fitzpatrick<jfitzpatrick@stalcoconstruction.com> Subject: Endo room insulation photos stiy ff ss k X !y i J r 9 3F € Y i 1 a Y ak vY w yy t A" n v p xf •� ^I fi i rA Sent from my iPhone n L� X. NX Apt R / i Ast 04 1 J a � i >• ! q , 4= d YR D Town of sou �:� Al AW 4: t lmW DIVERSIFIED 6, TESTING LABORATORIES, INC. Wp R L.p WIDE SERVICE "We Test Per Your Request"� 336 WEST FRONT STREET P.O.BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www.diversifiedtestinglabs.com August 13, 2015 Mr. Ken Kaiser STANDARD TEXTILE COMPANY One Knollcrest Drive Cincinnati, OH 45237 Reference: Laboratory Test Report Lab Identification No. 16225 Invoice No. 47087 (Attached) Dear Mr. Kaiser: One (1) fabric sample, identified as OTHELLO, was received and tested in accordance with the National Fire Prevention Association No. 701, "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2015 Edition, (Test 1, Small Scale) " . The results are as follows: Specimen Number Residual Flame Weight Loss (seconds) (percent) 1 0.0 19.00 2 0.0 15.30 3 0.0 15.88 4 0. 0 15. 60 5 0.0 19.42 6 0.0 17.52 7 0.0 17 . 45 8 0.0 12. 56 9 0.0 11. 63 10 0.0 16. 08 AVG. 0.0 16.04 The sample submitted meets the minimum requirements of the above standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard deviations. The average residual flame cannot exceed 2 .0 seconds. If there are any questions or when we can be of further assistance, please let us know. Sincerely, Bobby E•. Puett BEP/mr Attachment OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENTTO WHOM THEYARE ADDRESSED ANY COMMUNICATION TO OTHERS OR THE USE OF OUR COMPANY NAME MUST RECEIVE PRIOR APPROVAL OUR TEST RESULTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS SAMPLES NOT DESTROYED IN TESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS THE LETTERS,REPORTS OR NAME OF DIVERSIFIED TESTING LABORATORIES,INC MAY NOT BE USED IN ADVERTISING TO THE GENERAL PUBLIC DIVERSIFIED 1 TESTING LABORATORIES. INC. W V Fi LL]W I17E SEf4 V IC,E �-® "We Test Per Your Request"- ----IN,, 336 WEST FRONT STREET P.O.BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www.diversifiedtestinglabs.com August 7, 2017 Mr. Ken Kaiser STANDARD TEXTILE COMPANY One Knolicrest Drive Cincinnati, OH 45237 Reference: Laboratory Test Report Lab Identification No. 26510 Invoice No. 57625 Dear Mr. Kaiser: One (1) fabric sample, identified as CM0083 - TWOFER, was received and tested in accordance with the National Fire Protection Association No.701, "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films,2015 Edition, (Test 1, Small Scale)".The results are as follows: Test Results Specimen Number Residual Flame Weight Loss (seconds) (percent) 1 0.0 17.15 2 0.0 23.70 3 0.0 18.74 4 0.0 21.15 5 0.0 18.52 6 0.0 17.58 7 0.0 21.79 8 0.0 18.55 9 0.0 16.66 10 0.0 18.23 AVG 0.0 19.21 The sample submitted meets the minimum requirements of the above standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard deviations The average residual flame cannot exceed 2.0 seconds. If there are any questions or when we can be of further assistance, please let us know. Sincerely, - `��•�y��Na� o%, ® w� SEAL ''o" 1975 ;5 Brian S. Dement �sdy� ,R�C, 41 BSD/pd 11na1111M N OUR LETTERS AND REPORTS ARE FOR TITE EXCLUSIVE USE OF TITE CLIENT TO WHOM TTTEY ARE ADDRESSED ANY COMMUNICATION TO OTIIERS OR TITE USE OF OUR COMPANY NAME MUST RECEIVE PRIOR APPROVAL OUR PEST RESULTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS SAMPLES NOT DESTROYED IN TESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS THE LETTERS,REPORTS OR NAME OF DIVERSIFIED TESTING LABORATORIES,INC MAY NOT BE USED IN ADVERTISING TO THE GENERAL PUBLIC 10/15/2019 Yahoo Mad-Fwd:Flammability Reports Furniture i Fwd: Flammability Reports Furniture ! From: Patricia McGrath (patricia@pmcgrathdesign.coii) To: eileenverity@yahoo.com Date: Tuesday,October 15, 2019,'02:02 PM EDT i ----------Forwarded message--------- From: Bethany Notley<bethany_@pmcgrathdesign.com> Date:Tue, Oct 15, 2019 at 1:43 PM Subject: Flammability Reports Furniture To: Patricia McGrath <patricia@pmcgrathdesign.com>,;<awleudesdorf@stalcoconstruction.com> Dear Arthur, ! In addition to the Diversified flammability reports forjthe curtains,which you have already received, Please find below the attached documents/correspondence regarding flammability ratings on furniture items: Fabric on Chairs (waiting room) ! (see email below) I Mike, The flammability rating is not for the chairs, but for the fabric. Most fabrics are rated for Cal 117. Cal 133 has been abolished and because of changes that fabric vendors'are making to the fabrics,we can not longer certify that a chair will meet Cal 133. Cindi McGee Account Manager Cindi@lesro.com I tel:800.275.7545 11 Griffin Road South, Bloomfield, CT 06002 Fabric on Chairs(pre-op) Burch Whisper Vinyl Bone& Fawn -see attached file'' Intensa Physican's Stools=See attached file Lockers-No Fire Rating 1/2 BurchTechnical Details Whisper Bone 0217 -r ' - -=- - _ _- Meets or exceeds all ACT®Standards High Performance Vinyl Bleach Cleanable *ACT®Registered Certification Marks :. M*wF; fi Repeats Not Shown to Scale - Fabric Specifications Performance Characteristics Face 100%Vinyl Abrasion Resistance ASTM04157 100,000 double rubs Backing HI-Loft2"100%Polyester Tensile Strength CFFA-17 Warp.123 0lbs --- Fill 86 0lbs Weight 27 0 oz per linear yd -- Tear Strength CFFA-16 Warp*18 0 lbs Thickness 1.14 mm Fill 19 0lbs Width 54" Seam Slippage Warp,13 0lbs. Directional No FIII 8 9 lbs Railroaded No Colorfastness to Crocking CFFA7 Dry Excellent Wet Excellent UV Resistance AATccTM 16E 1000 hours Additional Attributes Adhesion CFFAa Warp 3 albs FIII 33lbs Finish/Treatment Napa Cold Crack CFFA 6 -20"F Bleach Cleanable Yes Ratio 90%Water/10%Bleach Solution Flammability** Antibacterial Yes CAL TB 117-E Passes Antimicrobial Yes NFPA260 Class Formaldehyde Free Yes UFAC Class 1 Free of Conflict Minerals Yes BIFMA X5 7 Class A&1 Free of Heavy Metals Yes IMO 2010 FTP Part 8,3 1&3 2 Passes Mildew Resistant Yes FMVSS 302 Passes Sulfide Stain Resistant Yes — Recommended Cleaning Although we try hard to make sure colors on our site are accurate,actual colors may vary Please order samples prior to making a purchase Please refer to Detailed Cleaning Instructions Final determination of the suitability of this product for an application rests with the user Proposition 65 warning Yes -This term and any corresponding data refer to the typical performance in the specific tests Indicated and should not be construed to Imply the behavior of this or any other material under actual fire conditions 1 awleudesdorf@optonline.net From: Patricia McGrath <patricia@pmcgrathdesign.com> Sent: Wednesday,August 7, 2019 2:10 PM To: Arthur Leudesdorf Subject: Fwd: Privacy Curtain Fabric Flammability Certificates Attachments: image001 jpg;Twofer NFPA701.pdf, Othello NFPA701.pdf Hi Arthur, These are the flammability certificates for the drapery fabric for the post op bed area. From:Josh Minkove<iminkove@standardtextile.com> Date: May 1,2019 at 8:54:27 AM EDT To: Patricia McGrath<Patricia@pmcgrathdesign.com> Subject: FW: Privacy Curtain Fabric Flammability Certificates This is what I sent you after the site visit. Subject: FW: Privacy Curtain Fabric Flammability Certificates Josh Minkove Textile Consultant STANDARD TEXTILE One Knollcrest Dr. I Cincinnati, Ohio 45237 standardtextile.com 917-693-1559 1 From:Josh Minkove Sent: Monday,January 28, 2019 2:22 PM To: 'Tara Schlichting'<tara@pmcgrathdesign.com> Subject: RE: Privacy Curtain Fabric Flammability Certificates 2 Although we try hard to make sure colors on our site are accurate,actual colors may vary Please order samples prior to making a purchase Final determination of the suitability of this product for an application rests with the user Toll Free 1.800.841.8111 Visit us at BurchFabrics.com z ijurchTechnical Details Whisper Fawn 1009253 Meets or exceeds all ACT®Standards High Performance Vinyl Bleach Cleanable 000 *0* *ACT®Registered Certification Marks i Repeats Not Shown to Scale Fabric Specifications Performance Characteristics Face 100%Vinyl Abrasion Resistance ASTMD4157 100,000 double rubs Backing Hi-Lof12"100%Polyester Tensile Strength cFFA17 Warp 123.0 lbs Fill 86 0 lbs Weight 27.0 oz per linear yd – -- -- — -- Tear Strength cFFA 16 Warp 18 0 lbs Thickness 1 14 mm Fill 19 0 lbs Width 54" Seam Slippage Warp*13.0 lbs Directional No FIII 8 9 lbs Railroaded No Colorfastness to Crocking cFFAT Dry.Excellent Wet Excellent UV Resistance AATCCTM 16e 1000 hours Additional Attributes Adhesion cFFA3 Warp 3 3lbs FIII 3 3 lbs Finish/Treatment Napa Cold Crack cFFA 6 -20'F Bleach Cleanable Yes Ratio 90%Water/10%Bleach Solution Flammability** Antibacterial Yes CAL TB 117-E Passes Antimicrobial Yes NFPA260 Class Formaldehyde Free Yes UFAC Class 1 Free of Conflict Minerals Yes BIFMA X5 7 Class A&1 Free of Heavy Metals Yes IMO 2010 FTP Part B,3 1&3 2 Passes Mildew Resistant Yes FMVSS 302 Passes Sulfide Stain Resistant Yes Recommended Cleaning Although we try hard to make sure colors on our site are accurate,actual colors may vary Please order samples prior to making a purchase Please refer to Detailed Cleaning Instructions Final determination of the suitability of this product for an application rests with the user Proposition 65 Warning Yes "This term and any corresponding data refer to the typical performance in the specific tests Indicated and should not be construed to imply the behavior of this or any other material under \ actual fire conditions 1 Although we try hard to make sure colors on our site are accurate,actual colors may vary Please order samples prior to making a purchase Final determination of the suitability of this product for an application rests with the user Toll Free 1.800.841.8111 Visit us at BurchFabrics.com z ince sa m&cW41-my ccetwg8cgmpmmt l` Commercial-Vinyl Selections Tier 1 Product Specification General Specifications General Treatments Weight(linear yard) 30 oz UV Resistance 500 Hours CFFA-2/ASTM G26-96 Method C Width 54" Cold Crack -20 F CFFA-6 Federal Standard No. 191 A.Method5874 Thickness .97 mm Mildew Resistant Pass CFFA-120/ASTM G21-96 Gauge 0.039 Anti-Bacterial Pass, bFF-300/AATC- 'Test Method 147-1998 Surface Composition PVC Anti-Microbial Pass CFF-300/AATC` Test Method 147-1998 ; Substrate Composition Poly/Rayon Resilience SR, Yes s Bleach Resistant Yes Diluted 1:10 Physical Strength Properties Abrasion 250,000 Cycles Tear Strength 11.9 Warp 15.4 Fill C I Break Strength 95 Warp 73 Fill , Seam Strength '67 Warp 43 Fill i ' I t Color Fastness to Crocking 5 Wet '5 Dry Flex Resistance 25,000 Cycles Flammability Standards • i. y California Technical Bulletin Pass, NFPA 260 Pass " i i UFAC,Class1 Pass Boston Fire Code;(BFD 1X-1) Pass i Bifma CS-191-53, Section 3 Pass IMO A.652 (16)8.2 Pass I i f Bifma Upholstery, Section'4 Pass MV8-302 Pass I I� - 1 f I � I I . 1 I r Iritensa, Inc. I PO Box 5981 4 High Point, NC 27262 i H5721 Volt Hon. Technical Specifications Task, Pneumatic,Swivel, Tilt,TiltTension, Tilt Lock airr�ai KEY DIlVIENSIONS Mas.Width................25-3/4" Back Size Mas.Depth................25-3/4" Width............................. 17--1/4" Max.Height...............40" Height from Seat............ 18-3/4" Seat Size Back Lumbar Width........................ 18-1/2" Height............................. Usable DepdL........... 18-3/4" Height from Floor.... 17-1/4"-22-1/4" CONSTRUCTION Caster--Open wheel 2-1/2°diameter dual wheel. Base........»»».»..».Black 5 leg molded plastic. ControL...............Black heavy guage steel,swivel tik tilt lock Arm-.-Optional:Model H5795-see Spec.No.534596 Upholstery See List Pricer, Customer own material(COM)required yardage per S>KU- 15 yards. Chair Wdg}rt.......25 pounds. Shipping Weight-36 pounds. Shipped....»......»..Partially assembled,requires assembling of the seat and back assembly to the base assembly. Shipping Size.......3350"wide x 2650"deep x 1950"high(10.01 cubic feet, FedEx Small Package Shippable) Furnished upon request by The HON Company Customer Service. Model H5721 meets the Rating State of California Department of Consumer Affairs Technical Bulletin 117-2013 requirements. Special Features...A pneumatic gas cylinder is used for seating height adjustment of chair. Note.............»...All measurements are per BIFMA/CMD procedures. mtou The HON Compos The HON Company xox is a registered Irodemark -- HOn' 200 Oak Street 800-833-3964 54-3143 Rev.J ioTheKOHcomeponrs under �ueose o Muscatine, IA 52761 www.hon.com DIVERSIFIED TESTING LABORATORIES. INC. WORLCW10E SERVICE �— "We Test Per Your Request"-11111 336 WEST FRONT STREET P.O.BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1176 www.diversifiedtestinglabs.com August 7, 2017 Mr. Ken Kaiser STANDARD TEXTILE COMPANY One Knollcrest Drive Cincinnati, OH 45237 Reference: Laboratory Test Report Lab Identification No. 26510 Invoice No. 57625 Dear Mr. Kaiser: One (1) fabric sample, identified as CM0083 - TWOFER, was received and tested in accordance with the National Fire Protection Association No, 701, "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2015 Edition, (Test 1, Small Scale)". The results are as follows: Test Results Specimen Number Residual Flame Weight Loss (seconds) (percent) 1 0.0 17.15 2 0.0 23.70 3 0.0 18.74 4 0.0 21.15 5 0.0 18.52 6 0.0 17.58 7 0 0 21.79 8 0.0 18.55 9 0.0 16.66 10 0_0 1823 AVG 0.0 19.21 The sample submitted meets the minimum requirements of the above standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard deviations. The average residual flame cannot exceed 2.0 seconds If there are any questions or when we can be of further assistance, please let us know. Sincerely, `.`01NGIui„�� v: SEAL •`'o 5w(. 1975 Brian S. Dement 0, yoR .?`,•;�'� •.......... BSD/pd ��n+nnl►ti�”` LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED ANY COMMUNICATION TO OTHERS OR THE USE OF OUR COMPANY NAME MUST RECEIVE PRIOI ROVAL.OUR TEST RESULTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS SAMPLES NOT DESTROYEI ESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS THE LETTERS,REPORTS OR NAME OF DIVERSIFIED TESTING LABORATORIES,INC MAY NOT BE USED IN ADVERTISING TO THE GENERAL PUBLIC DIVERSIFIED TESTING LABORATORIES, INC. VV0RL0VV10E SERVICE "We Test Per Your Request"------00336 WEST FRONT STREET P.O.BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 ° FAX (336) 227-1175 www.diversifiedtestinglabs.com August 13, 2015 Mr. Ken Kaiser STANDARD TEXTILE COMPANY One Knollcrest Drive Cincinnati, OH 45237 Reference: Laboratory Test Report Lab Identification No. 16225 Invoice No. 47087 (Attached) Dear Mr. Kaiser: One (1) fabric sample, identified as OTHELLO, was received and tested in accordance with the National Fire Prevention Association No. 701, "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2015 Edition, (Test 1, Small Scale) ". The results are as follows: Specimen Number Residual Flame Weight Loss (seconds) (percent) 1 0.0 19.00 2 0.0 15.30 3 0.0 15.88 4 0.0 15. 60 5 0.0 19.42 6 0.0 17.52 7 0.0 17.45 8 0.0 12.56 9 0.0 11.63 10 0.0 16.08 AVG. 0.0 16.04 The sample submitted meets the minimum requirements of the above standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard deviations. The average residual flame cannot exceed 2.0 seconds. If there are any questions or when we can be of further assistance, please let us know. Sincerely, Qo� Bobby "E. Puett BEP/mr Attachment OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENTTO WHOM THEY ARE ADDRESSED ANY COMMUNICATION TO OTHERS OR THE USE OF OUR COMPANY NAME MUST RECEIVE PRIOR APPROVAL OUR TEST RESULTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS SAMPLES NOT DESTROYED IN TESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS THE LETTERS,REPORTS OR NAME OF DIVERSIFIED TESTING LABORATORIES,INC MAY NOT BE USED IN ADVERTISING TO THE GENERAL PUBLIC COMMERCIAL TESTING COMPANY 1215 South Hamilton Street• Dalton,Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices. The floor—covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company 4V44., gkAov (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gain product acceptance from duly constituted authorities.The test results presented to this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public TESTED TO BE SURES Since 1974 Page 1 of 1 COMMERCIOL TESTING COMPRNY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices.The floor—covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz;/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor-covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company A64 t li gko&J- (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gain product acceptance from duly constituted authorities The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public. TESTED TO BE SURE®Since 1974 Page 1 of 1 COMMERCIRL TESTING COMPRNY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices. The floor—covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor—covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue—down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cmz Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gain product acceptance from duly constituted authorities The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public TESTED TO BE SURE©Since 1974 Page 1 of 1 COMMERCIRL TESTING COMPRNY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices.The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor-covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company AL40-ti gk4oi- (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gain product acceptance from duly constituted authorities.The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to thegeneral public. TESTED TO BE SURE®Since 1974 Page 1 of 1 COMMERCIRL TESTING COMA N R Y 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-06198 Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices.The floor—covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor—covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue—down application over a simulated concrete (reinforced cement board) subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company .¢cam gkA0V(Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gam product acceptance from duly constituted authorities The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public. TESTED TO BE SURE®Since 1974 Page 1 of 1 COMMERCIAL TESTING COMPRNY 1215 South Hamilton Street^ Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices. The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board) subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company pxa*.ei gk4ov_ (Authorized Signature) This report is provided for the exclusive use of the client to whom it:s addressed It may be used in its entirety to gain product acceptance from duly constituted authorities.The test results presented to this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public TESTED TO BE SURE®Since 1974 Page 1 of 1 COMMERCIEIL TESTING COMPONY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935^ Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices.The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 300 angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz;/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board) subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cmz Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company .,2ct4N - gk-�v- (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gain product acceptance from duly constituted authorities.The test results presented in this report apply only to the samples tested and are not necessanly indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the geneial public. TESTED TO BE SUREP Since 1974 Page 1 of 1 COMMERCIRL TESTING COMPRNY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935 o Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices.The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board) subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor-covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company A4w0i (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gam product acceptance from duly constituted authorities.The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public TESTED TO BE SUREO Since 1974 Page 1 of 1 COMMERCIRL TESTING COMPONY 1215 South Hamilton Street. Dalton, Georgia 30720 Ono -WTelephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices. The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz;/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cmz Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company .P.GG *-e... (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may be used in its entirety to gam product acceptance from duly constituted authorities The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Tesling Company—shall not be used under any circumstance in advertising to the general public. TESTED TO BE SUREO Since 1974 Page 1 of 1 COMMERCIAL TESTING COMPRNY 1215 South Hamilton Street• Dalton, Georgia 30720 Telephone(706)278-3935 a Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices. The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cm2 Standard Deviation 0.03 Classification: The floor—covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company A44*- / (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It may he used in its entirety to gain product acceptance from duly constituted authorities.The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials Sample selection and identrfucation were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed This report,or the name of Commercial Testing Company,shall not be used tinder any circumstance in advertising to the general public. TESTED TO BE SURe Since 1974 Page 1 of 1 COMMEIRCIRL TESTING COMPRNY 1215 South Hamilton Street^ Dalton, Georgia 30720 Telephone(706)278-3935• Facsimile(706)278-3936 Report Number 19-06221 Shaw Contract Test Number 4834-9029-0619R Dalton,Georgia July 22,2016 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E648-15e1, Critical Radiant Flux of Floor—Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame—out of horizontally mounted floor—covering systems that duplicate or simulate accepted installation practices.The floor—covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample.The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm2 to a minimum of 0.1 W/cm2. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Style Name: Hollywood Backing Type: ClassicBac Style Number: 7N604 Color: 400 Construction: Loop Pile Shaw Test Number: 062916-2 Roll Number: CUOCHWE Total Weight: 55.9 oz/yd2 MO Number: N7395 Flooring System: The floor covering was tested as a glue-down application over a simulated concrete (reinforced cement board)subfloor using Shaw 1000 adhesive. Note: This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Test Result: #1 #2 #3 Maximum Burn Distance(cm) 43.7 41.8 40.0 Time to Flame Out(min) 41.4 31.1 37.1 Critical Radiant Flux 0.44 0.47 0.50 Average Critical Radiant Flux 0.47 W/cmz Standard Deviation 0.03 Classification: The floor-covering system tested may be classified as a Class I based on the NFPA 101 Life Safety Code, and the GSA Technical Requirements. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company A4a*-t-' gkAov- (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed.It maybe used in its entirety to gam product acceptance from duly constituted authorities.The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client.A sampling plan,if described in the referenced standard,was not necessarily followed.This report,or the name of Commercial Testing Company,shall not be used under any circumstance in advertising to the general public. TESTED TO BE SURE®Since 1974 Page 1 of 1 DeMonte Plumbing & Heating Corp. 367 Veterans Memorial Highway Commack,New York 11725 September 10,2019 Town of Southold Building Dept. DeMonte Plumbing&Heating has performed and completed all necessary gas tests @ 5 PSI for(2)hours. Test Performed: Gas System Pressure Test—All Passed Test Location: 700 Boisseau Ave Test By: DEMONTE PLUMBING&HEATING CORP. Suffolk County Master Plumber License#MP-2292 Robert Demonte Telephone(631)864-2346 Facsimile(631)$64-5204 Astarita Associates, Inc. MEDICAL PHYSICS CONSULTANTS 414 Route 111,Smithtown,NY 11787 Phone(631)265-2950 Fax(631)265-2962 North Fork Surgery Center,LLC October 21,2019 700 Boisseau Avenue Southold,NY 11971 Attn: Frank Adipietro,MD Medical Director Dear Dr.Adipietro: This letter summarizes the enclosed results of our visit dated Thursday, October 17,2019. C-ARM 1 SN#400-624997 Collimation Summary • Unit is in compliance with current Local Department of Health guidelines. C-ARM 2 SN#400-663662 Collimation Summary • Unit,is in compliance with current Local Department of Health guidelines. If you have any questions,please do not hesitate to contact me. Very truly yours, Z. v--,— 1 ` Pau(Van Guilder,MS,.DABR Astarita Associates CC: Kathleen Hauser Eileen Verity Chuck Walters L Page 1 of Summary S ! i Astarita Associates, Inc. MEDICAL PHYSICS CONSULTANTS 414 Route 111,Smithtown,NY 11787 Phone(631)265-2950 Fax(631)265-2962 North Fork Surgery Center, LLC October 17,2019 700 Boisseau Avenue Southold,NY 11971 Attn: Frank Adipietro,MD Medical Director Room#: C-ARM 1 SN#400-624997 Manufacturer: Siemens Model#: Cios Select X-RAY COLLIMATION REPORT Comments: >Collimation Summary Unit is in compliance with current Local Department of Health guidelines. Prepared by: Michael Milito Medical Physicist: Paul-Van Guilder, MS,DABR Page la of 3 r T t Room: C-ARM 1 SN#400-624997 Date: 10/17/19 Manufacturer: Siemens Model: Cios Select Collimator Measurements Atte. Camvei=Task corwerarew Iaoir� cats are rowwedto a Zs4 warest whole Qp 1>?t 1. Target to Film Distance Indicator: 'can»ber 72 1� Indicator Type: Setting Measured Units Result NA NA NA NA NA NA *Limit-±2%of the Source-Image-Distance 2. Collimator Beam Alignment: SID: SID Unit: cm (in or cm) Total Horizontal Deviation: cm NA Total Vertical Deviation: 1cm I NA *Limit-±2%of the Source-Image-Distance 3. Bucky Centering: SID:O SID Unit: in (in or cm) Difference Between Center of Image Receptor Wall: in NA and Center of X-ray Field. Table: in *Limit-±2%of the Source-Image-Distance 4. Field Size Indicator SID Unit: (in or cm) SID: Setting Measured Result - NA *Limit-±2%of the NA Source-Image-Distance,, NA 5. Automatic Collimation: _ Table: _SID: SID Unit: cm Ensure SID unit matches collimator unit Size TT Measurement Ma Image Measurement Result NA NA NA NA Wall: SID: 100 SID Unit: cm Ensure SID unit matches collimator unit Size TT Measurement Mag Image Measurement Result NA NA NA NA 6. Fluroscopic Collimation: a. Maximum Fluoroscopic Field: P b. Tracking NA c. Spot Film NA d. Interlocks NA Page 2 of 3 Collimator Measurements: Room C-ARM 1 SN#400-624997 Date: 10/17/19 6. Illumination(at 100cm or the maximum SID,whichever is less) Result Upper Left. lux Average Illumination: N/A N/A Upper Right: lux Contrast'Ratio- N/A N/A Lower Left: lux Lower Right- lux Edge of Lightfield. lux *Limit-illumination must be greater than 160 lux. Contrast ratio must be greater than 4. Page 3 of 3 1 , Astarita Associates, Inc. MEDICAL PHYSICS CONSULTANTS 414 Route 111,Smithtown,NY 11787 Phone(631)265-2950 Fax(631)265-2962 North Fork Surgery Center,LLC October 17,2019 700 Boisseau Avenue Southold,NY 11971 Attn: Frank Adipietro,MD Medical Director Room#: C-ARM 2 SN#400-663662 Manufacturer: Siemens Model#: Cios Select X-RAY COLLIMATION REPORT Comments: >Collimation Summary • Unit is in compliance with current Local Department of Health guidelines. Prepared by: Michael Milito Medical Physicist: Paul_Van,Guilder;MS,DABR Page la of 3 \ Room: C-ARM 2 SN#400-663662 Date: 10/17/19 Manufacturer: Siemens Model: Cios Select Collimator Measurements Me. cenvexema Tele C-or versrans Ilna= Cha are mundedto I x34 nearest whole 40 im 1. Target to Film Distance Indicator: `'r 72 183 Indicator Type: Setting Measured Units Result NA S NA NA NA NA NA *Limit-±2%of the Source-Image-Distance 2. Collimator Beam Alignment: SID: SID Unit: cm (in or cm) Total Horizontal Deviation! cm NA Total Vertical Deviation: 1cm I NA *Limit-±2%of the Source-Image-Distance 3. Bucky Centering: SID: SID Unit: in (in or cm) Difference Between Center of Image Receptor Wall: in NA and Center of X-ray Field: Table: in *Limit-±2%of the Source-Image-Distance 4. Field Size Indicator SID Unit: (In or cm) SID: Se ing Measured Result r NA *Limit-±2%of the NA Source-Image-Distance NA 5. Automatic Collimation: Table: SID: SID Unit: cm Ensure SID unit matches collimator unit Size TT Measurement Mag Image Measurement Result NA NA NA NA Wall: SID: 100 SID Unit: cm Ensure SID unit matches collimator unit Size TT Measurement Mag Image Measurement Result NA NA NA NA 6. Fluroscopic Collimation: a. Maximum Fluoroscopic Field: P b. Tracking NA c. Spot Film NA d. Interlocks NA Page 2 of 3 o Collimator Measurements: Room C-ARM 2 SN#400-663662 Date 10/17/19 6. Illumination(at 100cm or the maximum SID,whichever is less) Result Upper Left- lux Average Illumination N/A N/A Upper Right lux Contrast Ratio. N/A N/A Lower Left lux Lower Right lux Edge of Lightfield lux *Limit-illumination must be greater than 160 lux. Contrast ratio must be greater than 4. Page 3 of 3 'w" I DeMonte P & H Corp. 367 Veterans Memorial Highway Commack, New York 11725 631 864 2346 HYDRAULIC CALCULATIONS , FOR dF NE V/ Attic ��ti J®�M North Fork SurgiCenter 700 Boisseau Avenue �w �9 Southold,NY 1000-63, -3.7 Map 2 r" ffi w FILE NUMBER:DeMnf Attic �2cS'�O )73573 DATE:June 29, 2018 FESS\0 1 -DESIGN DATA- OCCUPANCY CLASSIFICATION: L.H. DENSITY: 7 psi Remote Sprinkler AREA OF APPLICATION: 1950. 0.0 + 300 =2,535,0 Sq.Ft. COVERAGE PER SPRINKLER: 118 .0 Sq.Ft. NUMBER OF SPRINKLERS CALCULATED: 24 TOTAL SPRINKLER WATER FLOW (riser ) : 410.8 gpm @ 34. 6 psi SPRINKLER ORIFICE SIZE: 1/2" NPT EQUIVALENT K-FACTOR K= 5. 6 SPRINKLER MODEL & TEMPERATURE Viking NAME OF CONTRACTOR: Owner DESIGN/LAYOUT BY: H.Flood AUTHORITY HAVING JURISDICTION: F.M. Southold,N.Y. CONTRACTOR LICENSE NUMBER: S.C.W.A. Static: 54.0 psi Hyd#820068 On 06/25/18@1400 Flowing 2026. 0 gpm @ 36.0 psi Hyd#820072 l _v _ r r , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS.. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 38 54.0 6.0 2026.0 50.2 510.8 44 .1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 510.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 410.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 16. 9 K= 5. 60 7 .0 14 .8 2 16. 9 K= 5. 60 7 .4 15.2 3 16. 9 - - - - 8 . 6 - - - 4 16. 9 K= 5. 60 7 .4 15.2 5 16. 9 K= 5 . 60 7 .0 14 .8 6 12. 9 _ K= 5 . 60 8 .8 16. 6 7 12. 9 K= 5 . 60 9.3 17 .1 8 12. 9 - - - - 10.7 - - - 9 12. 9 K= 5. 60 9.3 17 .1 10 12. 9 K= 5 . 60 8 .8 16. 6 11 9.0 K= 5. 60 11. 6 19.0 12 9.0 K= 5 . 60 12.2 19. 6 13 9.0 - - - - 14 .1 - - - 14 9.0 K= 5. 60 12.2 19. 6 15 9. 0 K= 5. 60 11.6 19.0 16 8. 6 - - - - 18 .3 - - - 17 16. 9 K= 5. 60 7 .1 15.0 18 16. 9 K= 5. 60 7 .5 15 .4 19 16. 9 - - - - 8 .7 - - - 20 16. 9 K= 5. 60 7 .5 15.4 21 16. 9 K= 5. 60 7.1 15.0 22 12. 9 K= 5 . 60 8 .9 16.7 23 12. 9 K= 5. 60 9.4 17 .2 24 12. 9 - - - - 10. 9 - - - 25 12. 9 K= 5. 60 9.4 17 .2 26 12. 9 K= 5. 60 8 . 9 16.7 27 9. 0 K= 5. 60 11.7 19.2 28 9.0 K= 5. 60 12 .4 19.7 29 9. 0 - - - - 14 .3 - - - 30 9. 0 K= 5. 60 12.4 19.7 31 9. 0 K= 5 . 60 11.7 19.2 32 8. 6 - - - - 18 .5 - - - 33 8. 6 - - - - 22 . 9 - - - 34 8. 6 - - - - 28 .2 - - - 35 0. 0 - - - - 34 . 6 - - - 36 0. 0 - - - - 36.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 37 0.0 - - - - 41.8 - - - 38 0. 0 SOURCE 44 .1 410.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 i DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -14 .8 1.380 PL 14 . 67 PF 0. 4 1 16. 9 5. 6 7 .0 14.8 3.2 100 FTG ---- PE 0. 0 2 16. 9 5. 6 7 .4 15.2 0.028 TL 14 . 67 PV Pipe: 2 -30 .1 1.380 PL 7 .33 PF 1.2 2 16. 9 5. 6 7 .4 15.2 6.4 100 FTG T PE 0. 0 3 16. 9 0.0 8 . 6 0.0 0.102 TL 11. 61 PV Pipe: 3 30.1 1.380 PL 7 .33 PF 1.2 3 16. 9 0. 0 8 . 6 0. 0 6.4 100 FTG T PE 0.0 4 16. 9 5. 6 7 .4 15.2 0.102 TL 11. 61 PV Pipe: 4 14 .8 1.380 PL 14 . 67 PF 0. 4 4 16. 9 5. 6 7 .4 15.2 3.2 100 FTG ---- PE 0. 0 5 16. 9 5. 6 7 .0 14. 8 0.028 TL 14 . 67 PV Pipe: 5 -16.6 1.380 PL 14 . 67 PF 0.5 6 12. 9 5. 6 8 .8 16. 6 3. 6 100 FTG ---- PE 0.0 7 12. 9 5. 6 9.3 17.1 0.034 TL 14 . 67 PV Pipe: 6 -33. 6 1.380 PL 7 .33 PF 1.5 7 12. 9 5. 6 9.3 17. 1 7 .2 100 FTG T PE 0.0 8 12. 9 0. 0 10 .7 0. 0 0.125 TL 11. 61 PV Pipe: 7 33. 6 1.380 PL 7 .33 PF 1.5 8 12. 9 0. 0 10 .7 0. 0 7 .2 100 FTG T PE 0. 0 9 12. 9 5. 6 9.3 17. 1 0.125 TL 11. 61 PV Pipe: 8 16. 6 1.380 PL 14 . 67 PF 0.5 9 12. 9 5. 6 9.3 17. 1 3. 6 100 FTG ---- PE 0. 0 10 12. 9 5. 6 8 .8 16. 6 0.034 TL 14 . 67 PV Pipe: 9 -19.0 1.380 PL 14 . 67 PF 0. 6 11 9. 0 5. 6 11. 6 19. 0 4 .1 100 FTG ---- PE 0.0 12 9. 0 5. 6 12.2 19. 6 0.044 TL 14 . 67 PV Pipe: 10 -38 . 6 1.380 PL 7 .33 PF 1. 9 12 9. 0 5. 6 12.2 19. 6 8 .3 100 FTG T PE 0. 0 13 9. 0 0. 0 14 .1 0. 0 0.162 TL 11. 61 PV Pipe: 11 38 . 6 1.380 PL 7.33 PF 1. 9 13 9. 0 0. 0 14 .1 0. 0 8 .3 100 FTG T PE 0.0 14 9.0 5. 6 12.2 19. 6 0.162 TL 11. 61 PV Pipe: 12 19.0 1.380 PL 14 . 67 PF 0. 6 14 9. 0 5. 6 12.2 19. 6 4 .1 100 FTG ---- PE 0. 0 15 9. 0 5. 6 11. 6 19. 0 0.044 TL 14 . 67 PV Pipe: 13 -60.1 2 .067 PL 8 .00 PF 0.4 3 16. 9 0. 0 8 . 6 0. 0 5.7 100 FTG ---- PE 1. 7 8 12. 9 0. 0 10.7 0. 0 0.051 TL 8 .00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -127.4 2.067 PL 8 .00 PF 1. 6 8 12. 9 0. 0 10.7 0.0 12.2 100 FTG ---- PE 1.7 13 9.0 0.0 14 .1 0.0 0.206 TL 8 .00 PV Pipe: 15 -204 . 6 2.067 PL 1.00 PF 4 . 0 13 9. 0 01.0 14 .1 0. 0 19. 6 100 FTG T PE 0.2 16 8. 6 0.0 18 .3 0. 0 0.495 TL 8 .14 PV Pipe: 16 -15.0 1.380 PL 14 .67 PF 0.4 17 16. 9 5. 6 7 .1 15.0 3.2 100 FTG ---- PE 0.0 18 16. 9 5. 6 7 .5 15.4 0.028, TL 14 . 67 PV Pipe: 17 -30.3 1.380 PL 7 .33 PF 1.2 18 16. 9 5. 6 7.5 15. 4 6.5 100 FTG T PE 0. 0 19 16. 9 0.0 8 .7 0. 0 0.104 TL 11. 61 PV Pipe: 18 30.3 1.380 PL 7 .33 PF 1.2 19 16. 9 0. 0 8 .7 0.0 6.5 100 FTG T PE 0.0 20 16. 9 5. 6 7 .5 15. 4 0.104 TL 11. 61 PV Pipe: 19 15.0 1.380 PL 14 . 67 PF 0.4 20 16. 9 5. 6 7 .5 15.4 3.2 100 FTG ---- PE 0. 0 21 16. 9 5. 6 7 .1 15.0 0.028 TL 14 . 67 PV Pipe: 20 -16.7 1.380 PL 14 . 67 PF 0.5 22 12. 9 5. 6 8 .9 16.7 3. 6 100 FTG ---- PE 0. 0 23 12. 9 5. 6 9.4 17.2 0.034 TL 14 .67 PV Pipe: 21 -33. 9 1.380 PL 7 .33 PF 1.5 23 12. 9 5. 6 9.4 17.2 7 .3 100 FTG T PE 0.0 24 12. 9 0.0 10. 9 0. 0 0.127 TL 11. 61 PV Pipe: 22 33.9 1.380 PL 7 .33 PF 1.5 24 12. 9 0. 0 10.9 0.0 7 .3 100 FTG T PE 0. 0 25 12. 9 5. 6 9.4 17.2 0.127 TL 11. 61 PV Pipe: 23 16.7 1.380 PL 14 . 67 PF 0.5 25 12. 9 5. 6 9.4 17.2 3. 6 100 FTG ---- PE 0.0 26 12. 9 5. 6 8 . 9 16.7 0.034 TL 14 . 67 PV Pipe: 24 -19.2 1.380 PL 14 . 67 PF 0.7 27 9. 0 5. 6 11.7 19.2 4 .1 100 FTG ---- PE 0. 0 28 9. 0 5. 6 12.4 19.7 0.044 TL 14 .67 PV Pipe: 25 -38 . 9 1.380 PL 7 .33 PF 1. 9 28 9.0 5. 6 12.4 19.7 8 .3 100 FTG T PE 0.0 29 9. 0 0.0 14 .3 0. 0 0.164 TL 11. 61 PV Pipe: 26 38 . 9 1.380 PL 7 .33 PF 1. 9 29 9. 0 0.0 14 .3 0. 0 8 .3 100 FTG T PE 0. 0 30 9. 0 5. 6 12.4 19.7 0.164 TL 11. 61 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 19.2 1.380 PL 14 .67 PF 0.7 30 9. 0 5. 6 12.4 19.7 4 .1 100 FTG ---- PE 0.0 31 9. 0 5. 6 11.7 19.2 0.044 TL 14 . 67 PV Pipe: 28 -60.7 2.067 PL 8 .00 PF 0.4 19 16. 9 0.0 8 .7 0.0 5.8 100 FTG ---- PE 1.7 24 12. 9 0. 0 10. 9 0. 0 0.052 TL 8 .00 PV Pipe: 29 -128 .5 2.067 PL 8 .00 PF 1.7 24 12. 9 0. 0 10. 9 0. 0 12.3 100 FTG ---- PE 1.7 29 9. 0 0. 0 14 .3 0. 0 0.209 TL 8 .00 PV Pipe: 30 -206.2 2.067 PL 1.00 PF 4. 1 29 9.0 0.0 14 .3 0. 0 19.7 100 FTG T PE 0.2 32 8. 6 0.0 18 .5 0.0 0.502 TL 8 .14 PV Pipe: 31 -33.0 3.260 PL 125. 67 PF 0.3 16 8. 6 0.0 18 .3 0.0 1.3 100 FTG 2E PE 0.0 32 8. 6 0.0 18 .5 0. 0 0.002 TL 139. 94 PV Pipe: 32 -171. 6 3.260 PL 97 .00 PF 4. 6 16 8. 6 0. 0 18 .3 0. 0 6. 6 100 FTG ET PE 0.0 33 8. 6 0. 0 22. 9 0. 0 0.039 TL 118 .41 PV Pipe: 33 -239.2 3.260 PL 60.50 PF 4.3 32 8. 6 0.0 18 .5 0. 0 9.2 100 FTG ---- PE 0. 0 33 8. 6 0. 0 22. 9 0. 0 0.072 TL 60.50 PV Pipe: 34 -410.8 3.260 PL 20.00 PF 5.3 33 8. 6 0. 0 22. 9 0. 0 15.8 100 FTG E PE 0. 0 34 8. 6 0. 0 28 .2 0.0 0.195 TL 27 .14 PV Pipe: 35 -410.8 4 .260 PL 20.00 PF 2.7 34 8. 6 0. 0 28 .2 0. 0 9.2 100 FTG EGD PE 3.7 35 0. 0 0.0 34 . 6 0. 0 0.053 TL 49. 98 PV Pipe: 36 -410.8 4 .260 PL 6.00 PF 2.2 35 0. 0 0. 0 34 . 6 0. 0 9.2 120 FTG 2ET PE 0. 0 36 0. 0 0. 0 36.8 0. 0 0.038 TL 58 .00 PV Pipe: 37 FIXED PRESSURE LOSS DEVICE 37 0. 0 0.0 41.8 0.0 5.0 psi, 410. 8 gpm 36 0. 0 0. 0 36.8 0. 0 Pipe: 38 -410.8 4 .220 PL 80.00 PF 2. 4 37 0. 0 0. 0 41.8 0.0 9.4 140 FTG ---- PE 0. 0 38 0. 0 SRCE 44 . 1 (N/A) 0.030 TL 80.00 PV r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic - NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) ' under license no. 38110111 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.108 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.7 ft/sec at pipe 30. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 38 under full flow conditions is 49.76 psi with a flow of 545.85 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.380 3.00 6. 00 2.00 7.00 6. 00 1.00 10. 00 10.00 6.00 2.067 5.00 10. 00 3.00 11.00 6. 00 1.00 10. 00 10.00 10.00 3.260 10.00 20. 00 7 .00 22.00 14. 00 1.00 18. 00 18 .00 20. 00 4.260 13.00 26. 00 8 .00 29.00 16. 00 3.00 26. 00 2,6.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 - Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N D Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34. 00 10.00 37.00 20. 00 3.00 34. 00 C-1 > bd H CJ WATER SUPPLY ANALYSIS 'A " H Static: 54 . 00 psi Resid: 6.00 psi Flow: 2026.0 gpm 60. 0 [xj w LEGEND N z o 1 Available pressure 0 " 50.25 psi @ 510.8 gpm r�ji 50. 0 1A1 2 Required pressure 44.15 psi @ 510.8 gpm b G 2A n z A x U N r G 40. 0 m �z E 1A Avail. OnSite Demand Press. �y 50.25 psi @ 410.8 gpm (D n � P r�r R 2A Req. OnSite Demand Press. rt E 30. 0 44.15 psi @ 410.8 gpm n k S S A. Source Supply Curve U B. System Demand Curve i H R C. Available at Source C7 E 2'0. 0 v z ro r ( O m p N M s n H 1 Cf) 10.0 B � \ H \ H 0. 0 \ c a \ • LQ \ C7 (D \ n7 CC) -14 . 7 \ 600 900 1200 1500 1800 2100 2400 \ 2700 3000 \ FLOW (GPM) \ Dashed Lines indicate extrapolated values from Test Results \ Site pressures are based on hose stream deduction at the source \ a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/3/2018 M:\HASS PROJECTS\DEMNF-ATTIC.SDF JOB TITLE: North Folk SurgiCenter Attic WATER SUPPLY CURVE 60+ I I I 55+ 50+0 I \ I \ 45+ \ Ix \ I \ I \ P 40+ \ R I \ E I \ S I \ S 35+ \ U I \ R I \ E I \ 30+ \ P I \ S I \ I 25+ \ I \ I \ I \ 20+ \ I \ I \ I \ 15+ \ I \ I \ 10+ LEG\ND " I \ " X = Required Wa\er Supply " 44 .15 psi @ 510. 8 gpmpsi @ 2026 gpm 5+ Flow Test Point 0 = Available Water Supply it 50.25 psi @ 510. 8 gpm IT I " 0++—+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) w � SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway,Oakdale,NY 11769 (631)563. 201 Fax(531)563-9794 To: Date: 6/27/2018 Re: Results of Fire Flow Test Location:As noted Below you will find the results of a fire flow test. We have reviewed the past peak demand information available for this area. Historically,the static pressure has been as low as 44 psi. You should adjust the flow test to reflect the lower static pressure (Peak Adjusted Static Pressure) prior to using it for any design work. Under certain instances you may need to adjust the flow. Remember to account for the difference in ground elevation between the test location and your design site location. Any flow test only reflects the conditions at the time of the test and may not accurately reflect the fire flow or static pressure available in the future. The fire flow or the static pressure available at any specific time will depend on the system demand and availability of the water supply infrastructure. If you have any questions,please contact the undersigned at(631)563-0343.It is the closest test. Very truly yours,, � Qh irrtoA. �_ VY i,PAvn. James R.Wilson 3 Distribution Engineering Supervisor Suft1k Count Water Author€qr- Hydrant Flow Test Record fl RE DISTRICT SOUTHOLD PRESS HYD# _ PRESS HYD V LOQ O SL ,4 MAP;4 820068000 BOISSEAU AVE N/O HUM ML AVE 21- (ST CTA I�PSI 7 (DATE I 54 6/25/2018 1RESID PSI TIME OF DAY 36 2:00:00 PM 1FLOW HYD# FLOES HYD LOCATION ir{)EF 820072000 BOISSEAU AVE S/O HUM ML AVE 0.75 €4 NO iI GZZLESIZE (PITOT#1 :GPM FLOW iFLfllg,{�7a 20 PSI 10. 1 4.5 20 2026 J 2856 1GPrA FLOW 1 1(3pm IPEAK ADJUSTED STA-nc Psi ED FL� 44 COMMENTS � 700 BOISSEAU AVE -� � - C44tS � 7 4W r BGto Tf7ov 11 Act-mMor liewitatwo Dorm /T I Yll t 'a z TO V wr (� c, I , TT I I I -. .. -.. t i 9 Io 6 I, i y i ' Vy)n pp(' s 0zil suqa) t in)�-i C-ra L2a s p Cell, q&j �o I Mill i Page 1 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945.9501 Technical Services:877.384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupine.com 1. DESCRIPTION Viking MirageO Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to '/2" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate.The"push-on","thread-offi'design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the "-.- ceiling finish has been applied.The cover assembly can be removed and reinstalled, :. allowing temporary removal of ceiling panels without taking the sprinkler system out of -� service or removing the sprinkler.The Electroless Nickel PTFE(ENT)coating has been investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts.The ENT finish is only available for the sprinkler assembly,the H cover plate is not plated. 1 2. LISTINGS AND APPROVALS c OL as cULus Listed: Category VN IV FM Approval: Class 2015 NYC Approved: MEA 89-92-E,Volume 32 vds VdS Approved:Certificate G4080021 LPCB Approved: Certificate number 096e/12 `E CE Certified:Standard,EN 12259-1, EC-certificate of conformity 0786-CPD40249 l QCP CCCF Approved:Approved by the China Certification Center for Fire Products(CCCF) • • MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure:7 psi(0.5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar)for high-pressure systems.High-pressure (HP) sprinklers can be identified by locating"250" stamped on the deflector.Sprinkler VK462 is rated to a maximum 175 psi(12 bar)wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2"(15 mm)NPT Nominal K-Factor:5.6 U.S.(80.6 metrict) Glass-bulb fluid temperature rated to-65°F(-55°C) Patents Pending i *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar).The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar). tMetric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K4actor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector:Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-051000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass,nominal 3 mm diameter Form No.F_103005 18.06.21 Rev 18.2 Replaces Form No.F_103005 Rev 18.1 (Updated MED approval.) J Page 2 of 6 MIRAGE®STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384.5464 Fax:269.818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition'of this technical data page:www.vikinggroupinc.com Pip Cap and Insert Assembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-036000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy,coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-C51000 Cover Adapter:Cold Rolied Steel UNS-G10080, Finish:Clear Chromate over Zinc Plating Cover Assembly Materials: Cover:Copper UNS-C11000 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information:(Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover_Plate Assemblies must be ordered separately: Sprinkler: Base Part No.VK462-13503A for Brass finish and 13503JN for ENT finish.VK463-HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix: 155°F(68°C)=B, 175°F(79`C)=D. 200°F(93 °C)= E For example,sprinkler VK463 with a 155°F(68 °C)temperature rating= 13667AB. Cover Plate Assembly:Base Part No. 13504(2-3/4"diameter),Base Part No.13642(3-5/16"diameter),or Base Part No.15394 (square cover plate,3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E-/B,Painted White=M-/W, Painted Ivory= M-/l, Painted Black=M-/B Temperature Suffix: 135°F(57 °C)UL(139°F(59°C)FM and LPCB)=A, 165°F(74 °C)=C For example, cover 13504 with a Polished Chrome finish and a 165 °F(74°C)temperature rating= 13504FC. Note:Square cover plate 15394 cULus Listing is for the 135°F(57°C)temperature rated cover plate only.Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches": A. Heavy Duty Wrench Part No.14047WB(available since 2006), or B. Head Cabinet Wrench Part No. 14031"'" (available since 2006) C.Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) —Requires a%2'ratchet(not available from Viking).—Optional for removal of the protective cap.Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No.01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty,refer to Viking's current list price schedule or contact Viking directly. Form No. F103005 18.06.21 Rev 18.2 r Page 3 of 6 MIRAGE®STANDARD AND 10 i OR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K6.6 The Viking Corporation,210 N Industrial Park Drive,Hastings M149068 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TEMPERATURETABLE 1:AVAILABLE SPRINKLER RATINGS Ordinary 155°F(68"C) 100-F(38°C) 135`F(57'C)cULus Red 139`F(59°C)FM,LPCB,and MED Intermediate 175°F(79°C) 150°F(65°C) 165°F(74°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) 165°F(74-C) Green Cover Plate Finishes:Polished Chrome,Brushed Chrome,Bright Brass,Antique Brass,Brushed Brass,Brushed Copper Painted White,Painted Ivory, or Painted Black Sprinkler Finishes:Brass and ENT Corrosion Resistant Coatings3:ENT Footnotes 'The sprinkler temperature rating Is stamped on the sprinkler deflector. 2 Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction Refer to specific instal- lation standards. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies Indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to Installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway,but the Belleville spring is exposed. Thread Nominal Maximum Listings and Approvals' Sprinkler � SIN Size K-Factor Water Working (Refer also to Design Criteria) Base Part No. Inch mm U.S, metric' Pressure cULus6 I NYC i VdS" LPCB C( u Standard Response Applications 13503A VK462 112" — 5.6 80,6 175 psi(12 bar) — — j AY1,CZ1 AY1,BZ1 AY1,CZ18 AY3 — 19785A VK462 112" — 5.6 80.6 175 psi(12 bar) — — — — — — AY2,CZ2 21356A VK462 — 15 56 80.6 175 psi(12 bar) — I — — — — — AY2,CZ2 Quick Response Applications 13503A VK462 112" 15 5.6 80.6 175 psi(12 bar) JAV1,BX1jAV1,BW16j — — — AY3 I - 13503JN" VK462 112" 15 5.6 80.6 175 psi(12 bar) AV1,BX1 AV1,BW161 — — — — — 13667A VK463 1/2" 15 5.6 80.6 1 250 psi(172 barr I AVi,BX1 JAVI,BW111 — — — — — Cover Plate Assembly Temperature Ratings' i Cover Plate Assembly Finishes" S rinkler Temperature Ratin V-135'F(57°C)cULus Listed cover 13504',13642'(large diameter),or 15394'(square P Pe 9s cave per) I 1 -Polished Chrome, Brushed Chrome.Bright Brass.Antque Brass, A-155`F(68"C) W_ 165'F(74'C)cover 13504'or 13642'llarge diameter) ( Brushed Bass,Brushed Copper,Painted White,Painted Ivory,or B-175 T(79°C)and 200"F(93C) X-165`F(74'C)cover 135041,or 136421(large diameter) E Pairded Black C-200'F(93°C) Y-135'F(57'9)cover 13504'LPCB and MW Approved as 139.F(59°C) 12- Brass Z-165 IF(74'C)cover 13504' 1 3-Polished Chrome and Painted Witte Footnotes Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K-faclor measurement shown is when pressure is measured in Bar.when pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 The Water Working Pressure rating,is stamped on the deflector. 4 This chart shows the listings and approvals available at the bme of printing.Other approvals may be in process.Check wilt)the manufacturer for any additional approvals. 6 Listed by Underwriter's Laboratories for use in the U.S.and Canada °Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol.32. 'VdS Approved,standards VdS 2344:2005-12,VdS 2100-25:2008-01,and EN 12259.1:1999+Al 2001+A2.2004+A32006,Certrficate G4080021 °CE Certified,Standard EN 12259.1,EC-certificate of conformity 0786-CPD-40249. The 135/139`F cover has an orange label The 165°F(74'C)cover has a white label. IoPainted finish consists of Polyester Baked Enamel.Other paint calors are available on request with the same listings as the standard paint colors.Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. 'cULus Listed as corrosion resistant 72 MED Certified,Standard 12259-1,EC-certificate 0832-MED-1003. NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1, G Form No.F103005 18.06.21 Rev 18.2 F Page 4 of 6 MIRAGE®STANDARD AND OR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K6.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945.9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com cULus Listing Requirements: Mirage"Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below, • For hazard occupancies up)to and including Ordinary Hazard,Group II • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4.6 m). • Minimum spacing allowed is 6 ft.(1.8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in.(102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Requirements: a)The sprinkler can be installed in a concrete ceiling(massive ceiling)or in a false ceiling made of light materials. b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c) Follow installation guidelines of current standards,CEA4001VdS and EN12845.These sprinklers can only be installed in LH and OH occupan- cies,except in OH4. NOTES: Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation 1. Prepare the sprinkler key. 2. Remove the plastic cover. 3. Hold the sprinkler with the wrench and fasten it. 4. Replace the plastic cover and do not remove until the cover is installed. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No.F 080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. � _"�'^ 4�.,: r„',,.�.1Vv:F*x,Y3%Er�,3:6;8L�q't�.,)i:��,,.MM�.,EE•!�L,i i„ �„�;,,,,„,�^.,;� �,:,,mw � e, •n.u.„R :,�r jam' _ �� ] <Y.Tii All custom color painted cover plates will have an identifying label affixed to the inside of the cover that do indicates the custom color and will have a representative 1 3-5/16” (84 mm) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No. F_103005 18.06.21 Rev 182 Page 5 of 6 MIRAGE®STANDARD AND 41KJNG* R CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9601 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 0 0- -min Maximum Sprinkler Bas® SIN NPT Thread Size Nominal K-Factor FM Approvals" Part No? Water working Inch mm U.S. metric, Pressure (Refer also to Design Criteria below.) 13503A VK462 112" 15 5.6 80.6 175 psi(12 bar) AW1,BX1 Cover Plate Assembly Temperature Ratings° Cover Plate Assembly Finishes5 Sprinkler Temperature Ratings W-.139 OF(59°C)cover 13504', 136421 (large diameter), 1 -Polished Chrome,Brushed Chrome,Bright A-155 OF(68°C) or 153941(square cover plate) Brass, Antique Brass, Brushed Brass, B-175 OF(79`C)and 200 OF(93"C) X-165 OF(74°C)cover 135041,136421(large diameter),or Brushed Copper, Painted White, Painted 153941(square cover plate) Ivory,or Painted Black Footnotes 'Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factar shown by 10.0. 3 This chart shows the FM Approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additions approvals. The 139 OF(59°C)cover has an orange label.The 165 OF(74°C)cover has a white label. 5 Painted finish consists of Polyester Baked Enamel.Other paint colors are available on request with the same listings as the standard paint colors Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 1. FM Approval Reouirements: Viking Concealed Pendent Sprinkler VK462 Is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0).FM Global Loss Prevention Data Sheets contain guidelines relating to,but not limited to: minimum water supply requirements,hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus andfor NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F 091699 -Care and Handling of Sprinklers.Also refer to page SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. I Form No.F_103005 18.06.21 Rev 18.2 Page 6of6 MIRAGE®STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-8184680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupine.com Sprinkler and 2-114" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed a° Part No. 14047WB** Gelling. • Use wrench 14047WB** Step 1: Step 2: 1 I Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, Viking Sprinkler Part Numbers 14047WB** or 14031"`*.A leak tight seal frame arms should be achieved by turning the sprinkler clockwise 1 to 1-112 turns beyond finger tight. A Figure 3:Sprinkler Installation and Proper Wrench Usage § A 112"ratchet is required(Not available from Viking) t 112" (15 mm) NPT 2-9116" (65 mm) Maximum 2-1116" (52 mm) Minimum ' �� •ems Z- E - ; p kA�2-314" 70 mm)or NOTE: Upon sprinkler activation,the deflector descends 3-5116"(84 mm) to approximately 13116"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No. F_103005 18.06.21 Rev 18.2 Replaces Form No.F_103005 Rev 18.1 (Updated MED approval.) Page 1 of 4 MICROFAST® QUICK RESPONSE UPRIGHT SPRINKLER VK300(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfase Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electrolets Nickel PTFE (ENT) coatings can be used in decorative applications' where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts.(Note:FM global approves the ENT coating as corrosion resistant.FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS a�as cULus Listed: Category VN IV F� FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure:7 psi (0.5 bar)' Maximum Working Pressure: 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi(34.5 bar) Testing: U.S.A.Patent No.4,831,870 Thread size: 1/2"NPT, 15 mm BSP Nominal K Factor: 5.6 U.S.(80.6 metric"") Glass-bulb fluid temperature rated to-65"F(-55°C) Overall Length:2-3116"(56 mm) "cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar),The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar). Material Standards: Frame Casting:Brass UNS-084400 or QM Brass Deflector: Brass UNS-023000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-036000 Pip Cap and Insert Assembly:Copper UNS-011000 and Stainless Steel UNS-S30400 For Polyester Coated Sorinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap-ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A,Chrome=F,White Polyester=M-/W, Black Polyester=M-/B, and ENT=JN Temperature Suffix(°F/°C): 135'157°=A, 155"/68"=B, 175°179°=D,200°/93°=E, and 286°/141"=G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 "F168'C temperature rating =Part No. 1297BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No.21475M/B(available since 2017) Sprinkler Cabinets: A.Six-head capacity:Part No.01724A(available since 1971) B.Twelve-head capacity: Part No.01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No.F_052114 17.10.05 Rev 17.1 Replaces Form No.F_052114 Rev 152 (Replaced wrench 10896W/B with 21475M/B) 3 Page 2 of 4 a MICROFAST®QUICK L I A RESPONSE UPRIGHT SPRINKLER VK300(K5.6) _ 141KJNG4 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS,TESTS AND MAINTENANCE Refer to NFPA25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150-F(65"C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes:Brass,Chrome,White Polyester,Black Polyester,and ENT CorrosionAesistant Coatings':White Polyester,Black Polyester,and Black PTFE.ENT in all temperature ratings except 135"F(57'C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts,These tests cannot and do not represent all possible contusive environments.Prior to installation,verity through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap " `NNIM Wrench Flat Figure 1: Standard Sprinkler Wrench 21475MIB Form No.F052114 17.10.05 Rev 17.1 V Page 3 of 4 MICROFASTO QUICK 1 RESPONSE UPRIGHT SPRINKLER VK300(K5.6) -NIKING4 The Viking Corporation,210 N Industrial Park Drive,Hastings MI.49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals3 Number' NPT BSP U.S. metrlc2 Inches mm cULus VdS ;LPCB4NYCII12978 VK300 112' 15mm 5.6 80.6 2-3116 56 A1,B2 — . —06661B VK300 112 15 mm 5.6 80.6 2-3116 56 A1,B2 — . — Approved Temperature Ratings Approved Finishes �A-135 "F (57 "C), 155 °F (68 °C), 175 °F (79 °C), 200°F(93°C),and 1 -Brass,Chrome,White Polyester6.6,and Black Polyester6-6 286°F(141°C) 2-ENT" B-155-F(68°C), 175-F(79-C),200°F(93"C),and 286°F(141°C) Footnotes 'Base part number is shown,For complete part number,refer to Viking's current price schedule. _Z Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc.for us In the U.S.and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. e cULus Listed as corrosion resistant. 'Meets New York City requirements,effective July 1,2008 8 Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings,MEA 89-92-E,Vol.16. IN-MINNiffiffiElimmim cULus Listing Requirements: The Viking Microfas&Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. - Designed for use in Light and Ordinary Hazard occupancies. -The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed IMPORTANT: Always refer to Bulletin Form No. F 091699 -Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No.F_052114 17.10.05 Rev 17.1 o Page 4 of 4 ® MICROFASP QUICK 1 I A 1 RESPONSE UPRIGHT SPRINKLER VK300(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN NPT BSP U.S. metrie Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A1,132 0666113 VK300 1 1/2" 15 mm 5.6 80.6 2-3/16 56 All,B2 Approved Finishes Approved,Temperature Ratings 1 - Brass, Chrome, White Polyester, and Black A-135°F(57°C),155-F(68°C), 175°F(79°C),200°F(93°C),and 286°F(141°C) ester B-155°F(68°C), 175°F(79°C),200°F(93°C),and 286°F(141'C) 2_Polyesters ENTs Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. 'Metric K factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing.Check with the manufacturer for any additional approvals. 5 Other colors are available on request with the same Approvals as the standard colors. 5 FM approved as corrosion resistant , FM Approval Reauirements: The Microfast®Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0).FM Global Loss Prevention Data Sheets contain guidelines relating to,but not limited to:minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global,LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. - Form No.F_052114 17.10.05 Rev 17.1 Replaces Form No.F052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) Page 1 of 6 STANDARD SPRAY • CONCEALED HORIZONTAL SIDEWALL SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings Ml 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Quick Response Concealed Horizontal Sidewall Sprinkler VK481 is a small solder link and lever spray sprinkler designed for installation on concealed Pipe -systems.The sprinkler is,hidden from view by a low profile,small diameter cover plate :,,: � a ==R. .- ,.�:. installed flush with the wall. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on", "pull-off" design of the concealed ED cover is cover plate assembly allows easy installation of the cover plate after the system has been tested and finish has been applied to the wall,while also permitting u to s, PP P 9 P t�-��,� '/" 6.4 mm of horizontal ad'ustment. The cover assembly can be removed and �N& ( ) 1 YilY reinstalled, allowing access behind the wall without taking the sprinkler system out of service and removing the sprinkler. d 2. LISTINGS AND APPROVALS � c tl�'us cULus Listed:'Category VNIV FM Approved: Class 2015 Refer to the Approval Charts and Design Criteria for Listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2012. Minimum Operating Pressure:7 psi(0.5 bar) Rated to 175 psi (1 207 kPa)water working pressure. Thread size: 1/2"(15 mm)NPT Nominal K Factor:5.6 U.S. (80.6 metrict) t Metric K-factor measurement is shown in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Available Cover Plate Horizontal Adjustment: 1/4"(6.4 mm) Overall Length (Sprinkler Body):2" (50 mm) Covered by the following U.S.Patent numbers: 7,854,269 and 7,712,218 Material Standards: Sprinkler Body:QM Brass or Brass UNS-C84400 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Seat: Brass UNS-031400 or UNS-031600 Deflector Ring: Brass UNS-023000 Deflector Pins: Stainless Steel UNS-S30200 Halo: Phosphor Bronze UNS-051000 Flow Shaper. Phosphor Bronze UNS-C51000 Lever Bar Ring:Brass UNS-C84400 Compression Screw: 18-8 Stainless Steel Fusible Link Assembly: Nickel Alloy and Eutectic Solder Fusible Link Levers: Stainless Steel UNS-S31600 Guide Pin:Stainless Steel UNS-S43000 Shipping Cap: Polyethylene Cover Assembly Materials: Cover Plate Assembly:Brass UNS-026000 or UNS-C26800 Spring: Nickel Alloy Solder., Eutectic Form No. F_020312 17.12.21 Rev 17.1 Replaces Form No. F020312 Revision 16.1 (Added FM Approval) Page 2 of 6 STANDARD SPRAY ► ► ► CONCEALED HORIZONTAL SIDEWALL SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ordering Information:(Also refer to the current Viking price list.) / Viking Quick Response Concealed Horizontal Sidewall Sprinklers and Cover Plate t +` `�1�pSYp'.. Assemblies must be ordered separately: �f,e ks•;,<•1•.' 6' Sprinkler: Base Part No.17555A(includes brass sprinkler with a protective plastic cap covering the unit). Specify the sprinkler temperature rating by adding the appropriate suffix for the =• 'M;.''Yb „^ temperature rating: ;x Temperature Suffix: 165°F(74°C)=C and 205°F(96°C)=E For example, sprinkler VK481 with a 165°F(74°C)temperature rating=17555AC. Cover Plate Assembly: Base Part No. 16207 Specify finish and temperature rating of the cover plate assembly by adding the All custom color painted cover plates appropriate suffixes for the finish and the cover temperature rating to the base will have an identifying label affixed to part number: the inside of the cover that indicates Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, the custom color and will have a Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= EIB, Painted representative sample(a paint dot)of the White=M-Ml, Painted Ivory=M-/I, Painted Black= M-/B paint on the label. Temperature Suffix: 135°F(57 °C)=A, 165'F(74°C)=C For example, cover 16207 with a Polished Chrome finish and a 165 °F (74 °C) Figure 1: Identification of Custom temperature rating = 16207FC. Paint for Concealed Covers Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches`: A. Heavy Duty Wrench Part No. 16208W/R*(available since 2010) B. Head Cabinet Wrench Part Number 16267••(available since 2010) C.Optional Large Concealed Cover Plate Installer Tool Part No. 14867(available since 2007) 'Requires a ratchet(not available from Viking). "Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the fusible element to disengage, releasing the sealing assembly.Water flowing through the sprinkler orifice strikes the flow shaper,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS,TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking concealed sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation._ 8. GUARANTEE For details of warranty,refer to Viking's current list price schedule or contact Viking directly. Form No. F020312 17.12.21 Rev 17.1 Page 3 of 6 STANDARD SPRAY • CONCEALED HORIZONTAL SIDEWALL SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-045-9501 Technical Services:877-384-5464 Fax:269818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Rol= N ( Ordinary 165°F(74 C) 100°F(38°C) 135' ) (74 C) 16207 Intermediate 205°F(96°C) 150°F(65°C) 1350 F 1650 F 16207 (57 C) (74 C) Cover Plate Finishes: Polished Chrome, Brushed Chrome,-Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,and Painted Black. , Sprinkler Finish: Brass Footnotes The sprinkler temperature rating is stamped on the sprinkler body. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. a Base part number is shown.For complete part number,refer to Viking's current price list schedule. The Internal design of the sprinkler wrench is shaped to fit over the sprinkler and protective cap to ensure that the top of the wrench will be oriented in the , same direction as the top of the sprinkler deflector. Sprinkler Sprinkler body wrench Orient the sprinkler and wrench as shown then a slide the wrench over r the sprinkler body and the protective cap. W, Figure 2: Sprinkler VK481 Installation and Correct Use of Wrench Form No. F_020312 17.12.21 Rev 17.1 � I . Page 4 of 6 ® STANDARD SPRAY • CONCEALED HORIZONTAL SIDEWALL SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcsrdivikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com i Sprinkler NPT Thread Nominal Maximum Overall Length Listings and Approvals'-4 Base Part SIN Size K-Factor Water Working (Sprinkler Body) (Refer also to Design Criteria.) Number' Inch mm U.S. metria Pressure inches mm cULus5 NYC 17555A VK481 1/2" 1 5 5.6 80.6 175 psi(12 bar) 2" 50 AXI I see Footnote 6 Cover Plate Assembly Temp.Ratings' Finishes of the Cover Plate Assemblys Sprinkler Temperature Ratings X-135°F(57'C)or 165"F(74°C) 1 -Polished Chrome,Brushed Chrome,Bright Brass,Antique A-165°F(74°C)and 205°F(96°C) Cover Part No.16207' Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,or Painted Black Footnotes Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 4 Listed for use in Light or Ordinary Hazard Occupancies. 5 Listed by Underwriter's Laboratories for use in the U-S.and Canada. e Meets New York City requirements,effective July 1,2008. 'The 135°F(57°C)cover has an orange label.The 165°F(74"C)cover has a white label. e Painted finish consists of Polyester Baked Enamel.Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer.Contact Viking for additional information_ NOTE:Custom colors are indicated on a label inside the cover assembly:Refer to Figure 1. . r cULus Listing Renuirements: Quick Response Concealed Horizontal Sidewall Sprinkler VK481 is cULus Listed for installation in accordance with the latest edition of NFPA 13 for standard coverage sidewall spray sprinklers as indicated below: • Designed for use in Light or Ordinary Hazard Occupancies. • Position with the centerline of the sprinkler located between 4316"and 12-318"(112 mm and 314 mm)below the ceiling.THE TOP OF THE SPRINKLER BODY AND THE TOP OF THE INSTALLATION WRENCH ARE MARKED"TOP".Orient the top of the sprinkler element parallel with the ceiling as shown in Figure 3. •This sprinkler must be installed flush with the wall. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13 for standard sidewall sprinklers.Minimum spacing allowed is 7 ft.(2.1 m). • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall.Minimum distance from end walls is 4 in.(102 mm). •The sprinkler installation and obstruction rules contained in NFPA 13 for standard coverage sidewall spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT:Always refer to Bulletin Form No.F 091699-Care and Handling of Sprinklers.Also refer to Form No.F 080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed In accordance with the latest edition.of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No.F020312 17.12.21 Rev 17.1 Page 5 of 6 ® STANDARD SPRAY CONCEALED HORIZONTAL N4 I Kj SIDEWALL,SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings M149058 Telephone:269-945-9601 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler NPT Thread Nominal Maximum Overall Length Listings and Approvals' Base Part SIN Size K-Factor Water Working iSprinkler Body) (Refer also to Design Criteria.) Number4 Inch mmU.S. metric, Pressure finches mm FM 17555A VK481 112" 15 5.6 1 80.6 175 psi(12 bar) 2" 50 AX1 Cover Plate Assembly Temp.Ratings" Finishes of the Cover Plate AssembV Sprinkler Temperature Ratings 1 -Polished Chrome,Brushed Chrome,Bright Brass,Antique A-165°F(74°C)and 205°F(96°C) X-135°F(57 1 grass, Brushed Brass, Brushed Copper, Painted White, Cover Part No. .166 200 7'(74°C) Painted Ivory,or Painted Black Footnotes 'Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This chart shows the FM approvals available at the time of printing. Other approvals may be in process.Check with the manufacturer for any ad- ditional approvals. 4The 135°F(57°C)cover has an orange label.The 165°F(74°C)cover has a white label. 5 Painted finish consists of Polyester Baked Enamel Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 1. ii la ailm- FM Approval Requirements Viking Standard Response Concealed HSW Sprinkler VK481 is FM Approved as a Non-Storage Sidewall sprinkler as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0).FM Global Loss Prevention Data Sheets contain guidelines relating to,but not limited to:minimum water supply requirements,hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus andlor NFPA criteria. IMPORTANT:Always refer to Bulletin Form No.F 091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,Vd&or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No.F020312 17.12.21 Rev 17.1 Page 6 of 6 ® STANDARD SPRAY CONCEALED HORIZONTAL N41KJNG4 SIDEWALL SPRINKLER VK481 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384.5464 Fax:269-818-1680 Email:techsvcs@vlkingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com CEILING position with the centerline of the sprinkler located between Measure from the 4-318"(112 mm)and centerline of the 12-318" (314 mm)below the ceiling. sprinkler to the ceiling. The top of the sprinkler Is marked "TOP". Keep the top of the element oriented parallel to the ceiling. Centerline of sprinkler (Corresponds with the centerline of the wrench) Aoki 6 Figure 3: Sprinkler VK481 Correct Deflector Orientation To install the Cover Plate assembly, gently push It onto the sprinkler body with even pressure using the palm of the hand. Concealed 2-3116" (56 mm) Sprinkler diameter opening Wrench** 114"(6 mm)Horizontal required in the wall. 16208WIR adjustment available. ' = . 3.5/16" (84 mm) 9""y N. ' Itl 112" Concealed 1-15116" 2�J16" (15 mm) sprinkler (49 mm) (56 mm) NPT body with Minimum V protective cap Ll "m) Figure 4: Sprinkler VK481 Dimensions and Cover Installation **A 1/2"ratchet is required(not available from Viking). Form No. F_020312 17.12.21 Rev 17.1 Replaces Form No. F_020312 Revision 16.1 (Added FM Approval) Page 1 of 5 QUICK RESPONSE NIIQ:NC*jEXTENDED COVERAGE CONCEALED HSW SPRINKLER VK680 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking webslte for the latest edition of this technical data page www.vikinggroupinc.com. 1, DESCRIPTION Viking QREC Concealed Horizontal Sidewall Sprinkler VK680 is a small high- sensitivity solder fink and lever sprinklerr-designed for installation on concealed pipe �... systems, where the appearance of a smooth wall is,desired. The fast response operating element and special flow shaper characteristics meet the challenges of quick response extended coverage standards. The sprinkler is hidden from view by a low profile,small diameter cover plate installed flush to the wall.The cover plate is available in several decorative finishes to meet -iTW, design requirements. The two-piece design allows installation and testing of the WE. �?3br sprinkler prior to installation of the cover plate.After the system has been tested and wall finish has been applied,the push-on design of the cover plate assembly allows' easy installation of the cover plate with up to 1/4' (6.4 mm)adjustment. -lu iw 2. LISTINGS AND APPROVALS ceus cULus Listed: Category VNIV aCF CCCF Approved: Approved by the China Certification Center for Fire For Light Hazard Occupancies Only Products(CCCF) Refer to the Approval Chart and Design Criteria on this Technical Data Page for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2011. Minimum Operating Pressure:7 psi(0.5 bar) Maximum Working Pressure: 175 psi(12 Bar). Factory tested hydrostatically to 500 psi(34.5 bar). Thread size:314" (20 mm)NPT Nominal K-Factor. 8.0 U.S.(115.2 metrict) t Metric K-factor measurement is in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Available Cover Plate Horizontal Adjustment: 1/4" (6.4 mm) Overall Length(Sprinkler Body):2"(50.8 mm) Patents Pending Material Standards: Spnnkler Body:QM Brass and Brass UNS-084400 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Seat:Brass UNS-C31400 Deflector Ring: Brass UNS-023000 Deflector Pins: Stainless Steel UNS"S30200 Halo:Brass UNS-031400 or Phosphor Bronze UNS-C51000 Flow Shaper: Phosphor Bronze UNS-051000 ' Lever Bar Ring: Brass UNS-031400 or Brass UNS-C84400 Compression Screw: 18-8 Stainless Steel Fusible Link Assembly: Nickel Alloy and Eutectic Solder Fusible Link Levers:Stainless Steel UNS-S31600 Guide Pin:Stainless Steel UNS-543000 Shipping Cap: Polyethylene Cover Assembly Materials: Cover Plate Assembly:Copper UNS-011000 and Brass UNS-026800 Spring: Beryllium Nickel Solder. Eutectic I Form No.F050611 17.09.14 Rev 17.1 Replaces Form No.F_050611 Rev 16.2. (Metric conversion corrected) Page 2 of 5 QUICK RESPONSE EXTENDED COVERAGE CONCEALED HSW -N41KJNG* SPRINKLER VK680 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269.945.9501 Technical Services: 877.384-5464 Fax:269.818-1680 Email:techsvcs@vlkingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupine.com. Ordering Information:(Also refer to the current Viking price list.) Viking QREC Concealed HSW Sprinkler VK680 and Cover Plate Assembly must be ordered separately: Sprinkler: Part No. 17114AC(includes a 165°F(74°C)temperature rated sprinkler with a protective plastic cap covering the unit). Cover Plate Assembly: Base Part No. 16207 (3-5116" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome= F, Painted White=M-M, Painted Ivory=M41, Painted Black=M-/B Temperature Suffix: 135°F(57°C)=A For example,cover 16207 with a Polished Chrome finish and a 135°F(57°C)temperature rating=16207FA. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches'''': A. Heavy Duty Wrench Part No. 16208W1R(available since 2010) B. Head Cabinet Wrench Part Number 16267''(available since 2010) C. Optional Large Concealed Cover Plate Installer Tool Part No. 14867(available since 2007) —Requires a M. ratchet(not available from Viking). "Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No.01731A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the fusible element to disengage,releasing the sealing assembly.Water flowing through the sprinkler orifice strikes the flow shaper,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK680 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. ` cusrA . ` =_¢ All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Form No.F050611 17.09.14 Rev 17.1 Page 3 of 5 QUICK RESPONSE j EXTENDED COVERAGE J CONCEALED HSW . N411UNSPRINKLER VK680 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945.9501 Technical Services:8773845464 Fax:269.818.1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. RATINGSTABLE 1:AVAILABLE SPRINKLER TEMPERATURE MINE= Ordinary 1 165 T(74°C) 100 7(38 °C) 135-F(57°C) 16207 Cover Plate Finishes: Polished Chrome, Painted White, Painted Ivory, or Painted Black Footnotes The sprinkler temperature rating is stamped on the inlet. z Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. The internal design of the sprinkler wrench is shaped Orient the sprinkler and wrench as to fit over the sprinkler and shown then slide the wrench over the protective cap to ensure that sprinkler body and the protective cap. the top of the wrench will be oriented in the same direction as the top of the sprinkler deflector. Q Sprinkler Sprinkler body wrench Figure 2: Sprinkler VK680 Installation and Correct Use of'Wrench CEILING Must be located with the centerline The top of the sprinkler Measure from the of the sprinkler 4318"to 12-318" is marked"TOP". centerline of the (112 to 314 mm)below the ceiling. Keep the top of the sprinkler to the ceiling. element oriented parallel Centerline of sprinkler to the ceiling. (Corresponds with the centerline of the wrench) Figure 3: Sprinkler VK680 Correct Deflector Orientation Form No.F 050611 17.09.14 Rev 17.1 r Page 4 of 5 QUICK RESPONSE EXTENDED COVERAGE CONCEALED HSW SPRINKLER VK680 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9601 Technical Services:877-3845464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Sprilitider Base NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' Working Pressure (Sprinkler Body) Inches mm U.S. metrlc2 psi(bar) Inches mm 17114AC 3/4 - 8.0 115.2 175(12) 2 51 20379AC - 20 mm 8.0 115.2 175(12) 2 51 Maximum Areas of Listings and Approvals' Coverage Minimum Water Supply Requirements 4 l Sprinkler Distance Refer also to Design Criteria on page 4.) (Width x Throw) Below the Ceiling cULus5 NYC 9P -14'x 22'(4.3 m x 6.7 m) 31 gpm @ 15.0 psi(117.3 Umin @ 1.04 Bar) AXI AX1 -16'x 16'(4.9 m x 4.9 m) 26 gpm @ 10.6 psi(98.4 Umin @ 0.73 Bar) Must be installed AX1 AX1 16'x 18'(4.9 m x 5.5 m) 29 gpm @ 13.1 psi(109.8 Umin @ 0.91 Bar) with the centerline AXI AX1 16'x 20'(4.9 m x 6:1 m) 32 gpm @ 16.0 psi(121.1 Umin @ 1.1 Bar) of the sprinkler Axl AX1 4-318"to 12-3/8" C6 16'x 22'(4.9 m x 6.7 m) 36 gpm @ 20.3 psi(136.3 Umin @ 1.4 Bar) (112 to AXI m AXI 18'x 18'(5.5 m x 5.5 m) 33 gpm @ 17.0 psi(124.9 Umin @ 1.2 Bar) 314 mm)below the AXI AXI 0 -18'x 20'(5.5 m x 6.1 m) 36 gpm @ 20.3 psi(136.3 Umin @ 1.4 Bar) ceiling. AXI ti AX1 18'x 22'(5.5 m x 6.7 m) 40 gpm @ 25 psi(151.4 Umin @ 1.72 Bar) AXI AXI -14'x 24'(4.3 m x 7.3 m) 34 gpm @ 18.1 psi(128.7 Umin @ 1.25 Bar) 4-3/8"(112 mm) AXI - 16'x 24'(4.9 m x 7.3 m) 39 gpm @ 23.8 psi(147.6 Umin @ 1.64 Bar) to 6-318"(162 mm) AX1-14'x 24'(4.3 m x 7.3 m) 35 gpm @ 19.2 psi(132.5 Umin @ 1.32 Bar) 6-318"(162 mm) AX1-16'x 24'(4.9 m x 7.3 m) 40 gpm @ 25 psi(151.4 L/min @ 1.72 Bar) to 12-318"(314 mm) AXI - Sprinkler Temperature Cover Assembly Cover Plate Finishes Rating Temperature Rating A -165°F(74°C) X-135"F(57°C)cover 16207' 1-Polished Chrome,Painted White,Painted Ivory',or Painted Black' Footnotes 'Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,deride the metric K-factor shown by 10.0. 3 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 'For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger area listed.Flows and pressures listed are per sprinkler. e Listed by Underwriter's Laboratories, Inc.for use in the U.S.and Canada.cULus Listings are limited to Light Hazard occupancies with smooth,flat, horizontal ceilings only.Always install horizontal sidewall sprinkler VK680 with the top of the sprinkler element oriented parallel with the ceiling.Refer to Figure 3 on page 4. 5 Meets New York City requirements,effective July 1,2008. ?Painted finish consists of Polyester Baked Enamel.Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 1. Form No.F_050611 17.09.14 Rev 17.1 I Page 5 of 5 QUICK RESPONSE 8 , EXTENDED COVERAGE CONCEALED HSW SPRINKLER VK680 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vlkingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. cULus Listing Requirements: QREC Concealed HSW Sprinkler VK680 is cULus Listed for installation in accordance with the latest edition of NFPA 13 for extended coverage sidewall spray sprinklers: • Limited to Light Hazard occupancies with smooth,flat,horizontal ceilings only. • Minimum distance between sprinklers:9 ft.(2.7 m) •THE TOP OF THE SPRINKLER BODYAND THE TOP OF THE INSTALLATION WRENCH ARE MARKED"TOP".Orient the top of the sprinkler element parallel with the ceiling as shown in Figure 3. • Minimum distance from end walls is 4 in.(102 mm). • Maximum distance from the end wall shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed: NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT Always refer to Bulletin Foran No.F_091699-Care and Handling of Sprinklers.Also refer`to Form No.F 080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Concealed Sprinkler Wrench*16208WIR p To install the Cover Plate assembly, gently push it onto the '*A 112"ratchet is required(not available from Viking). sprinkler body with even pressure using the palm of the hand. diameter o rain 1/4" (6 mm)Horizontal diameter opening required in the wall. adjustment available. 3-5116" (84 mm) 3/4" Concealed 1-15!16" 2-3116" (20 mm) sprinkler body 49 mm) (56 mm) NPT with protective Minimum Maximum, cap (6 mm) Figure 4: Sprinkler VK680 Dimensions and Cover Installation Form No. F050611 17.09.14 Rev 17.1 Replaces Form No.F050611 Rev 16.1. (Added 14x24 and 16x24 coverage areas.) December 14,2015 Page 1 of 5 1411QNG4 QUICK RESPONSE . DRY CONCEALED PENDENT SPRINKLER VK194 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION d '1-� — ;, 4r , . ' � Viking Quick Response Dry Concealed Pendent Sprinklers are thermosensitive spray - !� ° sprinklers suitable for use in areas subject to freezing The sprinklers are designed „�.,�� • Y e,,: .�.�, � ,,..��,""'" ., P y�w for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in anT � adjacent heated area. The dry concealed sprinkler is pre-assembled with a threaded adapter for installa- tion with the domed cover that provides up to%" (12.7 mm)of vertical adjustment. m The push-on,thread-off cover slips on from below the ceiling to allow installation of the sprinkler prior to ceiling construction. Viking Quick Response Dry Concealed Pendent Sprinklers are available in various its finishes and temperature ratings to meet design requirements. f" r " "R.:tea •r a..�+�`=`.. s�...�� 2. LISTINGS AND APPROVALS w cn, cULus Listed: Category VNIV NYC Approved: MEA 89-92-E,Volume 37 Refer to the Approval Chart on page 4 and Design Criteria on page 5 for cULus Listing requirements that must be followed. NOTE: Dry concealed sprinklers are NOT for use in freezers or with the dry sprinkler seal. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure:7 psi (0.5 bar) Maximum Working Pressure: 175 psi (12 bar). Factory tested pneumatically to 95 psi (6.55 bar) Thread size: 1" NPT or 25 mm BSP Nominal K-Factor:5.6 U.S. (80.6 metric")for all listed and approved lengths. Metric K factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa, divide the metric K factor shown by 10 0. Glass-bulb fluid temperature rated to-65°F(-55°C) Covered by the following U.S. Patents: 8,636,075 Material Standards: Frame Casting: Brass UNS-C84400 Deflector Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Viking Technical Data may be found on Teflon Tape Compression Screw: Brass UNS-C36000 The Viking Corporation's Web site at Pip Cap:Brass UNS-C31600,or Pip Cap and Insert Assembly:Copper UNS- http:llwww.vikinggroupine.com. C11000 and Stainless Steel UNS-S30400 The Web site may include a more recent Orifice: Copper UNS-C22000 edition of this Technical Data Page. Tube: ERW Hydraulic Steel Tube Support(Internal): Stainless Steel UNS-530400 Barrel:Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads: QM Brass Cover Adapter:Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Plate Assembly:Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Quick Response Dry Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately. Form No. F_092103 Rev 15.1 Replaces Form No. F092103 Pages 104j-n, dated January 1,2011. (Added U.S.patent number) December 14,2015 Page 2 of 5 QUICK RESPONSE NIKJ:N:CA:jl • DRY CONCEALED PENDENT SPRINKLER VK194 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269.818-1680 Email:techsvcs@vikingcorp.com Order the sprinkler assembly(includes sprinkler and adapter pre-assembled,with a protective plastic cap covering the unit)by adding the appropriate suffix for the sprinkler temperature rating,and then the suffix for the length("A"dimension)to sprinkler base part number(Order in a specific length noted as the"A"dimension(see Figure 4). The"A"dimension is the distance from the face of the fitting(tee)to the desired finished surface of the ceiling.These sprinklers are listed and approved in lengths from 4"to 48-1/4"(102 mm to 1,226 mm). Lengths exceeding the standard length are available, with no approvals, on a "made-to-order" basis up to 65-1/4" (1,657 mm). Contact the manufacturer for more information. Temperature Suffix: 155'"F(68°C)=B, 175°F(79"C)=D,200 °F(93 °C)= E For example, sprinkler VK194 with with 1" NPT Threads, a 155 "F (68 °C) temperature rating, and "A" length of 10" = Part No. 12422UAB 10. Cover Plate Assembly: Base Part No. 12381 Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number. Finish Suffix: Polished Chrome= F, Painted White=M-/W, Painted Ivory=M-/I, Painted Black=M-/B Temperature Suffix: 135'°F(57°C)=A, 165°F(74°C)=C For example, cover 12381 with a Polished Chrome finish and a 135°F(57°C)temperature rating= 12381 FA. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: Part No.07565W/B"(available since 1991) "A'/"ratchet is required(not available from Viking). 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Concealed dry sprinklers are NOT recommended for freezers or cold storage applications that require sealing methods which could interfere with air flow through the sprinkler cover plate and body. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the heat- sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. SprinklerSprinkler 6. INSPECTIONS,TESTS AND MAINTENANCE and Adapter Wrench Flat Refer to NFPA25 for Inspection,Testing and Maintenance require- Assemlo(y MUM ments. 7. AVAILABILITY The Viking Quick Response Dry Concealed Pendent Sprinkler is available through a network of domestic and international distribu- tors.See The Viking Corporation web site for the closest distribu- Protective lm for or contact The Viking Corporation. Sprinkler 8. GUARANTEE Shell For details of warranty, refer to Viking's current list price schedule Figure 1: or contact Viking directly. Concealed Dry Sprinkler with Protective Shell Form No. F092103 Rev 15.1 December 14, 2015 Page 3 of 5 QUICK RESPONSE NJ w4j DRY CONCEALED PENDENT SPRINKLER VK194 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 155 T(68°C) 100 T(38 °C) 135 T (57°C) 12381 Red Intermediate 175°F(79°C) 150°F(65°C) 165°F (74°C) 12381 Yellow Intermediate 200 T(93°C) 150 T(65°C) 165 T (74°C) 12381 Green Cover Plate Finishes; Polished Chrome, Painted White, Painted Ivory,or Painted Black Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,-and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. "The 135°F(57°C)cover has an orange label.The 165°F(74°C)cover has a white label. I 2-5/8" (66.7 mm) diameter opening required in the ceiling, I --- i Sprinkler and l Adapter Assembly �— (Protective Shell Step 1; Carefully slide Removed for the wrench sideways Installation) around the deflector. 1 Sprinkler Wrench Part No. } 07565W/B)K) w-)*A 1/2` ratchet is required Step 21 Carefully press the wrench ,upward (not available from Viking.) and turn slightly to ensure engagement with the sprinkler wrench flats. Figure 2: Sprinkler Installation and Correct Use of Sprinkler Wrench 07565WB Form No. F_092103 Rev 15.1 r \ December 14,2015 -Page 4 of 5 QUICK RESPONSE :DRY CONCEALED PENDENT SPRINKLER VK194 .'NIKJW*j The Viking Corporation, 210 N industrial Park Drive,Hastings Mi 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Base Thread Size Nominal Order Length Listings and Approvals° Part Number' SIN K-Factorz Increment (Refer also to Design Criteria on page 104x) NPT BSP U.S. metric' Inches mm cULuss FM NYCE VdS LPCB �E 12422UA VK1941" - 5.6 80.6 1'14" ' 6.35 AW1, BX1 - AW1.BX1 - - - - 12430UA VK194 L5.6 80.6 114" 6.35 AW1, BX1 - AW1,BX1 - - - - Sprinkler Temperature Ratings Cover Plate Temperature Ratings Cover Plate Finishes A-155-F(68°C) W-135°F(57"C) 1 - Polished Chrome, Painted White, Painted Ivory, and B-175"F(79°C)and 200°F(93"C) X-165-F(74°C) Painted Black? Footnotes 'Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 4 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. e Listed by Underwriter's Laboratories for use in the U.S.and Canada. 9 Accepted for use,City of New York Department of Buildings, MEA 89-92-E,Vol.37. 'Other paint colors are available on request with the same listings as the standard finish colors_Listings and approvals apply for any paint manufacturer.Contact Viking for additional information.Custom colors are indicated on a label inside the cover assembly.Refer to Figure 3. CJS1041 Identi=ication of C,lstom Paint Conor: All castor^ color painted cover plates will r have an identifying label aff.xed to the inside of the covee that incilcates custom � color and wilt have a rep-esentative sample (a paint dot) of Shp paint on the tabei, Figure 3: identification of Custom Paint Color for Concealed Covers Form No. F092103 Rev 15.1 December 14, 2015 Page 5 of 5 QUICK RESPONSE NIIQNG* A D • DRY CONCEALED PENDENT SPRINKLER VK194 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269.818-1680 Email:techsvcs@vikingcorp.com NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 50125-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listina Reaulrements: Quick Response Dry Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray pendent sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Protection areas and maximum sparing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed Is 6 ft.(1.8 m)unless baffles are installed in accordance with NFPA 13. • Locate no less than 4"(102 mm)from walls. • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. • DEFLECTOR POSITION: Install Dry Concealed Pendent Sprinklers with the deflector 318"(9.5 mm)to 718"(22.2 mm)below the ceiling.Refer to Figure 4. NOTES:Concealed sprinklers must be installed in neutral or negative pressure plenums only. Dry concealed sprinklers are NOT for use in freezers or with the dry sprinkler seal. IMPORTANT.Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. II For 'A' Dimensions 1, Determine the distance from the face of the tee to the finished ceiling. 2, Round to the nearest 1/4' (6 35 mm) between 4' (102 mm) and 48-1/4' (1,226 mm). A NOTE: There is approximately 1/2' (12.7 nn) vertical adjustment available, The deflector MUST be located between 3/8' (9.5 mm) and 7/8' (22.2 mm) below the ceiling, r 7((2E2 3/8' ) (9.5 mm) Minimum Inlshed Cel(ing o a 1' <25.4 mm) 3-1/B' I (80 mm) Figure 4: Dry Concealed Pendent Sprinkler with up to 1/2"(12.7 mm)Adjustment. Form No. F_092103 Rev 15.1 Replaces Form No.F_092103 Pages 104j-n, dated January 1,2011. (Added U.S.patent number) February 21, 2013 Dry 121a C� • t • • MODEL F DRY VALVE TRIM The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 r Telephone:269-9459501 Technical Services: 877-384464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com 1 m a Q m Model F Dry Valve Trim Valve Size Trim Part Number 3" 10158 �n 4" 08395 U 6" 09456 Standard Trim Sets include galvanized nipples and fittings. 0 0 4" Dry Valve Shown Notes: For use with Trim Chart on Page 121 b General Notes: • Valve must be trimmed as shown.Any deviation from trim size,or arrangement may affect the proper operation of the valve. • All pipe,3/4"(20 mm)and smaller,shall be galvanized steel except when other materials are specified in the Technical Data for the system used. • Dimensions in parentheses are millimeter and may be approximations. • Viking uses ASME fitting designations.Tees shall be called out in the following order: 1 -Largest outlet on run;2-Smaller outlet on run,- 3 un;3-Branch size. wfe,vi-�in.a:se nleer�i�w11�vwe tet e�iill>rm++•tl wed the rcnWnp wrnm � L1• 3/%• 1/%' Note 1: Connection for electric Alarm Pressure Switch to activate electric alarm panels.NOTE:After the Dry Valve trips,supply to this location cannot be shut off until the water supply to the Dry Valve is shut off. Note 2: Water flow alarm connections:3/4"(20 mm)NPT for Water Motor Alarm(strainer required)and 1/2"(15 mm)NPT for electric Alarm Pressure Switch to activate electric alarm bells. Note 3: Recommended location forAir Supervisory Switch. Note 4: 1"(25 mm)NPT connection for sprinkler. Note 5: Locate listed Air Maintenance Device(order separately)as close to this connection as possible.Refer to installation standards. Recommended location for connection of optional Air Maintenance Compressor. Note 6: Tube must discharge TO OPEN DRAIN.DO NOT crimp or plug tube.Secure tube to 1/2"x 9"nipple below priming water level test valve with cable be included in trim kit.- Form No. F_030693 Replaces page 12la-d, dated January 27,2012. (Updated figures to show D-3 Dnp Check Valve) ' I Dry 121 b February 21,2013 + I + + MODEL F DRY VALVE TRIM The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com 3/4'Plug (See Note 2) 3/4 x 1/2 x 1/2 Tee 1�-�� (See Note 2) 1/2 x 1-1/2 Pd th�Tube (see Note 6) 1/2x 1/2 x 1/4 �3/8'Connection Tee 1/16'Restricted Drifleo Connect Regulated& 1/2 x 1-1/2 Restricted Air Supply (38,1) To this opening 1/2'Alarm (See Note 5) Shut-Ott Valve 1'Plug (Open)ly 1/2 x 1-1/2 (See Note 4) Air 7 1/2 v Bull (3&1) 1/2'Plug 1 x 1/2 x 1 Gouge Restricted (Spring loaded 1/2 x 1/2 x 1/2 Tee Tee ori$ce _ 1/2 x 1-1/2 1/2 x 1/2 x 1/2 1/2(x 1-1/2 Tee x 3 1/2-Pug (381) 1x3-1 x 1/2 T 1/(2( e Note 1) (8 9) 1/401)1/2 1/2x 4 Union (1�) 1/2 x 1-1/2 1/2 x 1/2 1/2 b 190 /2 x 1-1/2 sale Check (38,1) x 1/2 Tee (3%1) GIS et Valve 1/Y7)5 1/ alve 4- Plug 1/2 x 2 1/2 x 1-1/2 (50,8) 1/2' (381) 1/grit 12(305) 4 Priming 1Yater 1/2- Plug 47 x 11-1/2(292) �` Level Test Valve Union 1/2 x 3 (Normally Closed) 3' 1 'Alarm (�� 1 2 x 1 2 Test Valve 1 x 2-1/2 63.5 / / 1/2 x 1/2 .,`1/2 Union / ( ) x 1/2 Tee (Normally x 1/2 Tee 4&r dosed) 1/2 x 2(50,6) 1/2 x 1-i/2 3/4 x 1/2 x 1/2 3. 1/2 x 2 ( 1) \ Tee 1/2 x 90 1/2 x 3 �51)6. Water 1/2' Drip Obi 4(76)6' 4. z 4 Gauge Plug o O 1/2 X 1-1/2 Check 1/2 x 9 1/2 x 4 OD1,6) 1/2 x 1/2 x 1/2 (381) (728,6) (102) 1 Tee \\ Ir Plug 1/2 x 1/2 x 1/4 Side Outlet See Note 3) 1 1%2'x 6 1(�,e)2 Tea 1/4Globe Valve (152,4) 1/2 x 1-1/2 6,2)x3 1/4. 1/2 x 4(102) 4'alt 6- ( 1) Plug 1/2 x 6 (152,4) 1/2 Union 1/21-x 3-1/2(89) Drab 1/2 x 3(76) CUP 1/2 x 90 1 1/2'Angle Valve Mar p p 4&6' 1-1/2 NPT � O 2'Angle Valve Top To Drain • February 21,2013 Dry 121c NIKJNG* I MODEL F DRY VALVE TRIM The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-94"601 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com B O ' O E D A(VALVE TAKE OUT) F(4"&T VALVES) F(3"VALVE) r Valve Size A B C D E F 3" 18-1/4"(464) 12-3/16"(310) 10-9/16"(268) 19-13/16"(503) 8-1/16"(205) 16-3/4"(425) 4" 18-1/4"(464) 13-5/16'(338) 10-112"(267) 20-3/4-(527) 8-1/16"(205) 13-5116"(338) 6" 20-1/16"(510) 13-13/16"(351) 10-15116"(278) 21-7116"(545) 8-1f16-(205) 13-518"(346) Figure 3 -Dry Valve with Conventional Trim with No Accelerator 8 i 8 O O D F(4-&U'VALVES) O F(3'VALVE) I 1 A(VALVE TAKE OUT) ti_{ i L ..i Valve Size A B C D E F 3" 18-1/4"(464) 12-3/16"(310) 10-9/16"(268) 34-3/16(875) 8-1116"(205) 16-3/4"(425) 4" 18-1/4"(464) 13-5/16"(338) 10-15/16"(278) 34-1/4"(870) 8-1/16"(205) 13-5/16"(338) 6" 20-1/16"(510) 13-13/16"(351) 10-15/16"(278) 35-1/8"(892) 8-1/16" (205) 13-5/8-(346) Figure 4 -Dry Valve with Conventional Trim with Model D-2 Accelerator r ' Dry 121d February 21,2013 MODEL F DRY VALVE TRIM N4 I KJ W*j The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com I e C 0 o 0 e r ~ F(4'&6 VALVES) 1I A(VALVE TAKE OUT) F(3-VALVE) I Valve Size A B C D E F 3" 18-1/4"(464) 12-3/16"(310) 10-9116"(268) 33-1/4"(845) 8-1/16"(205) 16-3/4"(425) 4" 18-1/4"(464) 13-5/16"(338) 10-9/16"(268) 33-3/16"(843) 8-1/16"(205) 13-5/16"(338) 6" 20-1/16"(510) 13-13116"(351) 10-15/16"(278) 34-3/16(875) 8-1/16"(205) 13-5/8"(346) I Figure 6- Dry Valve with Conventional Trim with Model E-1 Accelerator i i I I Form No. F_030693 Replaces page 12la-d,dated January 27,2012. (Updated figures to show D-3 Drip Check Valve) September 18,2009 30a ® EASYPAC COMMERCIAL NIKIW*j RISER MANIFOLD ASSEMBLIES 1-114"-8"(DN32-DN200) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464-Fax: 269.818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking EasyPac Commercial Riser Manifold Assemblies are available in sizes 1-1/4", 1-1/2",2",2-1/2",3",4",6"and 8"for commercial systems.They are available with an AGF TESTanDRAIN valve,and/or pressure relief valve(PRV)to meet NFPA 13 requirements for, gridded systems and any system requiring a pressure relief valve.This configuration eliminates the need to drain the system before installing the relief valve,while a built in test port allows hydrostatic testing without draining the system. EasyPac Commercial Assemblies are designed with all required equipment and standard components that can be replaced in the field, including pressure gauges,Potter flow switches,3-way gauge control valve and appropriate drain valve.All assemblies are available in grooved inlet and outlet connections 1-1/4"-8"using Schedule 10 steel pipe,The 1-1/4"to 2"assemblies are also available with male NPT threaded inlets and outlets,or threaded inlets x grooved outlets using Schedule 40 steel pipe. 2. LISTINGS AND APPROVALS Pressure Gauges:UL Listed, FM Approved Waterflow Alarm Switch: UL Listed-Category USQT,cUL Listed, FM Approved-Waterflow Detectors,Vane Type,CSFM Listed Ball Valve: UL-Listed,FM Approved AGF TestanDrain Model 1000: UL Listed-Category VEHZ,FM Approved-Sprinkler System Alarm Testers AGF TestanDrain Model 1011 with Pressure Relief Valve: UL Listed-Category VEHZ, FM Approved-Sprinkler System Alarm Testers 3. TECHNICAL DATA Viking Technical Data may be found on Specifications and Material Standards: The Viking Corporation's Web site at Available since 2007, http://www.vikinggroupinc.com. • Pressure Rating:250 PSI(17.2 bar)maximum water working pressure. The Web site may include a more recent • Fabricated steel pipe. edition of this Technical Data Page. i • Available in grooved inlet and outlet connections 1-1/4"to 8"using Schedule 10 steel pipe. • 1-1/4", 1-1/2", and 2"assemblies are also available with male NPT threaded inlet and outlet, or threaded inlet x grooved outlet using Schedule 40 steel pipe. • Riser bodies coated with black Ecoat. Flow Switch:Two single-pole double-throw switches with Form C contacts rated at 15 Amps 125/250 V.AC,2.5 Amp 0-30 V.DC. Each switch can be wired for open or closed circuit operation.See Figure 1. Ordering Information: (Also refer to the current Viking price list.) There are three different options are available for the commercial line: Commercial EasyPac Assemblies with Ball Valve(See figure 2) Commercial EasyPac Assemblies with TESTanDRAIN Valve(See figure 3) Commercial EasyPac Assemblies with TESTanDRAIN and Pressure Relief Valve(PRV)(See figure 4) See Table 1 for Part Numbers. 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Note:EasyPac Commercial Riser Manifold Assemblies can be installed horizontally with flow switch on top,or vertically with flow upward. Viking EasyPac Riser Assemblies use Potter VSR flow switches.The literature that accompanies the VSR states that the switch should not be installed within 6"of a change of direction of pipe or within 24"of a valve.This is merely a recommendation to reduce the pos- sibility of the switch not operating while minimal waterflow is occurring.This is a recommendation only,not a requirement. 5. OPERATING INSTRUCTIONS 1. To Test:Tum valve handle counterclockwise from"Off'to"Test".The handle will stop automatically.After testis completed,return handle to"Off'. 2. To Drain:Tum handle counterclockwise from"Off'to"Test".The handle will stop automatically. Depress"Push"button and tum handle to"Drain".When system is empty, return handle clockwise to"Off' position. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. Form No.F_102307 Replaces page 30a-f dated July 31,2009.(Removed note regarding the flow switch for Canada orders-now use the same flow switch.) 30b September 18,2009 EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Table 1 -Commercial EasyPac Assemblies TESTanORAIN Option: Includes a test onfice with size specified Inlet 1 Outlet Viking Part from 3/8"(K2.8)to 25K ESFR',depending Pipe Size Connections Option Pipe Size Number on the smallest sprinkler installed on the Ball Valve 15248 system.Must add suffix to the part number Thread/Thread TESTanDRAIN Schedule 40 14871 for the desired orifice size. TESTanDRAIN and PRV 14873 Orifice Suffix: Ball Valve 15249 A=3/8"(K 2.8) B=7/16-(K 4.2) 1-1/4" Groove/Groove TESTanDRAIN Schedule 10 14872 C=1/2"(K 5.6) TESTanDRAIN and PRV 14874 D=17132"(K 8.0) Ball Valve 15250 E=K 11.2 ELO Thread/Groove TESTanDRAIN Schedule 40 15251 F=K14 ESFR TESTanDRAIN and PRV 15252 G=K25 ESFR Ball Valve 15253 Thread/Thread TESTanDRAIN Schedule 40 14875 TESTanDRAIN with PRV Option: TESTanDRAIN and PRV 14877 Includes test orifice and pressure relief valve.The test orifice must be specified Ball Valve 15254 based on the smallest sprinkler installed on 1-1/2" Groove/Groove TESTanDRAIN Schedule 10 14876 the system for 3/8"(K2.8)to K25 ESFW. TESTanDRAIN and PRV 14878 The pressure relief valve is not factory Ball Valve 15255 assembled to the TestanDraln.Must add Thread/Groove TESTanDRA1N Schedule 40 15256 suffix to the part number for the desired TESTanDRAIN and PRV 15257 onfice size and pressure setting of the Ball Valve 14899 pressure relief valve. Orifice Suffix: Thread/Thread TESTanDRAIN Schedule 40 14935 A=3/8"(K 2.8) TESTanDRAIN and PRV 14847 B=7/16"(K 4.2) Ball Valve 14848 C= 1/2"(K 5.6) 2" Groove/Groove TESTanDRAIN Schedule 10 14850 D=17/32"(K 8.0) TESTanDRAIN and PRV 14851 E=K 11.2 ELO Ball Valve 15258 F=K14 ESFR Thread/Groove TESTanDRAIN Schedule 40 15259 G=K25 ESFR TESTanDRAIN and PRV 15260 PRV Suffix: 175 Ball Valve 14852 185 2-1/2" Groove/Groove TESTanDRAIN Schedule 10 14853 195 TESTanDRAIN and PRV 14854 205 Ball Valve 14855 225 3" Groove/Groove TESTanDRA1N Schedule 10 14856 250 TESTanDRAIN and PRV 14857 NOTE:It is importanttonote that the Ball Valve 14858 pressure rating of the relief valve indicates 4" Groove/Groove TESTanDRAIN Schedule 10 14859 an operating range of pressure for both opening and closing of the valve.Standard TESTanDRAIN and PRV 14860 relief valves are required to OPEN in a Ball Valve 14861 range of pressure between 90%and 105% 6" Groove/Groove TESTanDRAIN Schedule 10 14862 of their rating.The valves are required to TESTanDRAIN and PRV 14863 CLOSE at a pressure above 80%of that Ball Valve 15264 rating. 8" Groove I Groove F TESTanDRAIN Schedule 10 15265 •ESFR TESTanDRAIN not available in TESTanDRAIN and PRV 15266 1-1/4",1-1/2"or 2"Risers. Table 2-Pipe Diameters 1-114" 1-112" 2" 2-112" 3" 4" 63 1 837 Pipe OD 1.660" 1.900" 2.375" 2.875" 3.5" 4.5" 6.625" 8.625" (42 mm) (48 mm) (60 mm) (73 mm) (89 mm) (114 mm) (168 mm) (219 mm) Schedule 10 Pipe ID 1.45" 1.69" 2.16" 2.64" 3.26" 4.26" 6.36" 8.249" (36.6 mm) (42.7 mm) (54.8 mm) (66.9 mm) (82 8 mm) (108.2 mm) (161.5 mm) (209.5 mm) Schedule 40 Pipe ID 1.38" 1.61" 2.07° N/A NIA N/A NIA NIA (35.1 mm) (40.9 mm) (52.5 mm) I September 18,2009 30c ® EASYPAC COMMERCIAL RISER MANIFOLD 4 I KJ W*j ASSEMBLIES 1-114"-8"(DN32-DN200) The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone: 269-94"501 Technical Services 877-384-5464 Fax: '269-818-1680 Email: techsvcs@vikingcorp.com 7. AVAILABILITY The Viking EasyPac Riser Assemblies are available through a network of domestic and international distributors.See The Viking Cor- poration web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty,refer to Viking's current list price schedule or contact Viking directly. BELL OR HORN EUOLR 1-71 N To auxiliary a NC a annunciator or control + COM when required Figure 1 -Flow Switch with Two Single Pole, Double Throw Micro Switches "'s 30d September 18,2009 EASYPAC COMMERCIAL A RISER MANIFOLD ASSEMBLIES 1-1/4"-8"(DN32-DN200) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 26M45-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com F � H V;WG 0 6) C WATER FLOW A LAE[4� E B G I Figure 2-Basic Commercial EasyPac Size A B C D E F G H 1 1-1/4"(DN32) VSR-S Flow Switch 1"NPT 16-112" 15" 1-1/2" 6-3/32" 6-11/32" 4-3/16" 8-9116" (419) (381) (38) (155) (161) (107) (218) 1-1/2"(DN40) VSRS Flow Switch 1"NPT 16-1/2" 15" 1-112" 7-19132" 6-15/16" 5-11/16" 10-1/16" (419) (381) (38) (193) (164) (144) (256) 2" (DN50) VSR Flow Switch 1"NPT 14-1/2" 13" -15/32" 6-7/16" 5-51164" 4-9/16" 8-59/64" (369) (330) (12) (164) (148") (116) (227) 2-112"(DN65) VSR Flow Switch 1-114"NPT 14-112" 13" 518" 6-11116" 6-3164" 5-1/4" 9-39/64" (369) (330) (16) (170) (154) (133) (244) 3"(DN80) VSR Flow Switch 1-1/4"NPT 14-1/2. 13, 518" 7" 6-23/64" 5-9116" 9-59/64" (369) (330) 1 (16) (178) 1 (162) (141) (252) 4"(DN100) VSR Flow Switch 2"NPT 14-112t(330) -1 S/4" 7-1/2" 6-25/32" 7-3/4" 13-5116- (369) (-44)- (191) (173) (197) (338) 6"(DN150} VSR Flaw Switch 2"NPT 14-1/2 -1S/4" 855/64" 7-53/64" 81164" 14-23/64(369) 1(-14)* (217) (199) (223) (365) 8"(DN200} VSR Flow Svntch 2"NPT 14314 -1-3/4" 9-112" 8-3/4" 9-314" 15-1/2" (375) (-44)* (243) (225) 1 (249) (391) *Dimension E is negative because the ball valve extends below the end of the manifold body. September 18,2009 30e ® EASYPAC COMMERCIAL , RISER MANIFOLD ASSEMBLIES 1-114"-8"(DN32-DN200) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269818-1680 Email: techsvcs@vikingcorp.com F � H WONG I I I I ®®® i I 1 I C i 91 0 o _ --- m TESTA DRAIN A I I � i i E i i I G Figure 3-Commercial EasyPac with TESTanDRA1N Size A 13 C D E F G H I 1-114"(DN32) VSRS Flow Switch 1"NPT 16-112" 15" 5-1/8" 6-3/32" 6-11/32" 4-1/2" 9-3/32" (419) (381) (131) (155) (161) (114) (231) 1-1/2" (DN40) VSR-S Flow Switch 1"NPT 16-1/2" 15" 5-1/8" 7-19132" 6-15116" 4-314" 9-7/32" (419) (381) (131) (193) (164) (121) (234) 2"(DN50) VSR Flow Switch 1"NPT 14-1/2" 13" 3-1116" 6-7/16" 5-51/64" 4-49/64" 9-35164" (369) (330) (78) (164) (148") (121) (242) 2-1/2"(DN65) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 3-1/4" 6-11/16" 6-3/64" 6-1/4" 10-61164" (369) (330) 1 (83) (170) (154) (159) (278) 3"(DN80) VSR Flow Switch 1-114"NPT 14-112" 13" 3-1/4" 7" 6-23/64" 5a/8" 11-17164" (369) (330) (83) (178) (162) (143) (286) 4"(DN100) VSR Flow Switch 2"NPT 14-112" 13" 2S/8" 7-1/2" 6-25132" 8-3/16" 16-318" (369) (330) (66) (191) (173) (208) (416) 6"(DN150) VSR Flow Switch 2"NPT 14-1/2" 13" 2-5/8" 8-35/64" 7-53/64" 9-15/64" 17-27164" (369) (330) (66} (217) (199) (235) 1 (443) 8"(DN200) VSR Flow Switch 2"NPT 14-3/4" 13" 2-/4" 9-1/2" 8-3/4" 10-1/4" 18-1/2- (375) (330) (70) (243) (225) (262) (468) 30f September 18,2009 a EASYPAC COMMERCIAL , , RISER MANIFOLD ASSEMBLIES 1-114"-8"(DN32-DN200) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945.9501 Technical Services 877-384-5464 Fax: 269.818-1680 Email: techsvcs@vikingcorp.com F H VINO ®°® E 11IIIA ®o® WATER FLOW �0 � o m TESP�wDRAIN-- =NOTE:PRESSURE Q -] -- RELIEF VALVE KI e IS SHIPPED LOOSE, A� m II IT IS NOT FACTORY INSTALLED. E G l Figure 4-Commercial EasyPac with TESTanDRAIN and PRV Size A B C D E F G H 1 1-1/4"(DN32) VSR-S Flow Switch 1"NPT 16-1/2 15" 5-1/8" 6-3/32" 6-11/32" 4-1/2" 9,3/32" (419) (381) (131) (155) (161) (114) (231) 1-1/2"(DN40) VSR-S Flow Switch V NPT 16-112" 15" 5-1/8" 7-19132" 6-15116" 4.3/4" 9-7/32 (419) (381) (131) (193) (164) (121) (234) 2"(DN50) VSR Flow Switch 1"NPT 14-1/2" 13" 3-3/16" 6-7/16" 5-51164" 5-13!64" 10-45164" (369) (330) (81) 1 (164) (148") (132) (272) 2-1/2"(DN65) VSR Flow Switch 1-114"NPT 14-1/2" 13" 3-114" 6-11/16" 6-3/64" 6-1/4" 10-61164" (369) (330) (83) (170) (154) (159) (278) 3"(DN80) VSR Flow Switch 1-1/4"NPT 14-1/2" 13" 3-1/4" 7'(178) 6-23/64" 52/8" 11-17/64" (369) (330) 1 (83) (162) (143) (286) 4" (DN100) VSR Flow Switch 2"NPT 14-1/2" 13" 2-5/8" 7-112" 6-25132" 8-3/16" 162/8' (369) (330) (66) (191) (173) (208) (416) 6"(DN150) VSR Flow Switch 2"NPT 14-1/2" 13" 2-5/8" 8-35/64" 7-53/64" 9-15164" 17-27/64' (369) (330) (66) (217) 1 (199) (235) (443) 8"(DN200) VSR Flow Switch 2"NPT 14-3/4" 13" 2214" 9-112' 8-314" 10-1/4" 18-112" (375) (330) (70) (243) (225) (262) (468) Form No. F_102307 Replaces page 30a-f dated July 31,2009.(Removed note regarding the flow switch for Canada orders-now use the same flow switch.) POTTER BELLS The Symbol of Protection PBA AC &MBA-DC CTL,ULC,and FM Approved Sizes Available: 6"(154mm),8"(200mm)and 10"(250mm) fib.. Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm General Signaling Burglar Alarm R?= Environment: Indoor or outdoor use(See Note 1) -40'to 150°F(-40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells-4 No. 18 AWG stranded wires 0� n O ; DC Bells-Terminal strip Finish: Red powder coating Optional: Model BBK-I weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating-type bells are designed for use as fire,burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings.The unit mounts on a standard 4"(101mm)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 461. UL,temperature range is-30°to 150°F(-34°to 66°C). deep weatherproof backbox for outdoor applications Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1,Stock No.1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. UL.0 only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max-) 10 ft(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC NMA126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10(250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC NBA246 1750100 .06A 87 77 8(200) 24VDC NMA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024' .17A 91 78 8(200) 24VAC PBA248 I808024x .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* _05A 92 83 8(200) 120VAC PBA1208 1808120* OSA 99 84 l0(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. #Does not have ULC listing In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.if the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard Potter Electric Signal Company,LLC•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936%Canada 888-882-1833•www.pottersignal com PRINTED IN USA MFG.A.1400776-REV Y PAGE t OF 2 5108 ' POTTER BELLS ® The Symbol of Protection PBA-AC &MBA-DC Bells Dimensions Inches(mm) Wiring(rearview) Fig. 1 Fig.3 A.C.BELLS VnmE(INI AgTm(Ourr) t0" g' FROMCONTROL (200) 6" PANEL 0& (150) PRECEDING 3ELI 0 HL.1LK(LMj BLACK(OUTI CAIMON: 11HEN ELECTRICAL SUPERVISION IS REQUIRFD USE IN A\D OL7 LEADS AS SHORN I IN HhN USLMG AC BELLS,TERMINATE EACH E.lFRA WIRE SEPARATELY_'1FTERLASTBELL. )_EMD-OF4 LVE RESISTOR IS NOT REQUIRED ON AC HEUS LNGe TK4 Weatherproof Backbox Dimensions Inches(mm) Fig.2 FACP Boa has one threaded 1!2"conduit entr,Incc I i o I i I S 314" O j(86) (li (1(146) n Devlce or � End-of--Line Resistor --� ass'ISIM' 1861 1 (4!) 411 (IR:sI Installation DWGk 776' 1. The bell shall be installed in accordance with NEPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. 8 2. Remove the gong. 3. Connect wiring(see Fig.3). 0 4. Mount bell mechanism to Backbox(bell mechanism must be mounted with the striker pointing down). <11 ° S. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housmg,is in the hole in the gong). C , 6. 'Test all bells for proper operation and observe that they can sax. be heard where required(bells must be'h6rd in all areas as designated by the authority having jurisdiction). Failure to install striker down will prevent bell from operating. t I PRINTED IN USA WIG.#5400776-REV Y PAGE 2 OF 2 5/08 GUARDIAN FIRE EQUIPMENT,INC. DETAIL AND SUBMITTAL SHEET MIAMI, FL Ph.800.327.6584•Fax 800.827.3869 . 111Dept. onnections Project/Location: Date: Architect/Engineer: Contractor: MAppropriate Selection Used as auxiliary connections through which the fire department can pump water to supplement existing water supplies.Provides 250 GPM flow(mini- I'1fNipple PO mum), per 2'/2"inlet. (by others)—� o O Swnreli� Inlet Sine-inlet connections incorporate a straight-thru, non-clappered de- 3" 4'!e" sign with female NPT outlets. saoz Plug Two and three-wav inlet connections feature brass bodies(angle or straight pattern),with-integral drop-clapper inlets and female NPT outlets. T or 3" 3'Worv;Dia. Nipples Plate a (by others) Standard components,all connections: swivel Female hose thread swivel inlets, plugs with chains and identification Inlet plate.Cast brass construction,standard. Plug,"`*' 3h— 7" .1 6014/6015 Single Inlet Connections - ❑6002 Q 6014 ❑6015 ❑6016 ❑60172'/:"or 3' 311,"or 41l:oia. Pita • 1'/2" 2112" 3" 21z" 3" (by others) 1'/z' 2'/2" 212" 2'/z" 2'/2" !Swivel Inleto f 4'/z"O.D. 7"O.D. 7"O.Q. 7"SQ 7"SQ 1 1�7'�I Indentiflcation Plate Lettering:AUTO SPKR Plug 3 601616017 Model] Two and Three-Way Connections - .. . A "� ❑6024 Back 4"x 2'/2"x 2'/2" 2 11"h" 7'/e" — 75/e" } }– ❑6025 Bottom 4"x 2'/2"x 2'/2" 2 12'18' 67/a' 7'18" 75/8" (by by Nippothers)� Plate Th*Dia ( ❑6026 Top 4"x 2112"x 212" 2 12'/a' 67/e" 7'18" 75/e" swivel " Inlet O 9' E]6027 Back 6"x 2'/2"x 212" 2 11518" 77/8" -- 711s" Plug f 3y; Lt ❑6028 Bottom 6"x 21/2'x 2112" 2 12%" 75/8' 1 7'/s" 75/e" L D ❑6029** Top 6"x 21/2'x 21/2" 2 121/a'L75/s" 71/s" T' ❑6034 Back 4"x 2112"x 2'/z"x 2'/2" 3 1Th" 65/e' 60246029 ❑6037 Back 6"x 2'/2"x 2112"x 2'/2" 3 1731s" 6%" ❑6038 Bottom 6"x 21/2"x 2'12"x 2'12" 3 173/8" 6%" -„ ❑6039 Top 6"x2'/z'x2'12"x2'/," 3173/x" 6s/8" B A� B A �r ql Indentification Plate Lettering 4 L uJ AUTO SPKR Z'/'"N ppr) Plate ❑ ❑AUTO SPKR&STANDPIPE (byothe.1 []STANDPIPE ❑DRY STANDPIPE s Itvn a__ 00 g' 3'/:' **Available with steel body&clapper snoots only Plug D Optional Finish:❑"B Polished Brass Threads: 23" ❑-C Rough Chrome Plated ❑NST 6034-6039 ❑-0 Polished Chrome Plated ❑Other Contact factory for current listings and approvals S;&gOLK COUNT, AUTHO�1'S� 4060 Sunrise Highway, Oakdale, New York 11769-0901 July 3, 2019 North Fork Surgery Center LLC 201 Manor PI GreenportNY 11944 Attn: Arthur Leudesdorf RE: 700 Boisseau Ave,Southold/CA 3000757449 4" Serial#X45616,2" Serial#B245880 /Inspection of your RPZ has disclosed the following violations: 4": Drainage pipe is too small. 6 drain is installed,whereas 8 is required. 0 W 411: Air gap does not conform to specifications(12"minimum required from the bottom of the relief valve to the top of the catch pan. Therefore,raise the RPZ to obtain the 12"air gap or route the drain through the floor to exit the exterior wall a minimum of 6"above grade. ) 6 V 4": PE must submit revised drawings. There is a separate shut off installed in the basement that is not on the approved plans. u-4, k-2" & 4": 12"catch pans must be seated to drain lines. 2": Connection before RPZ must be removed i.e. hose bib attached to# 1 test cock. ® � 2": Floor supports are installed,whereas approved plans show supports to rear wall. Therefore, PE must amend plans showing floor supports. Furthermore,RPZ is unsteady;therefore also � install supports to wall behind as per approved plans. �r j`��V -17- Q/6-91�- qL PE must submit revised drawings. Approved plans show PZ valves stacked,,whereas installation is side by side with inlet and outlet piping for 2"RPZ and outlet piping for 4" directly behind 4"RPZ. (This piping infringes on 8"minimum clearance behind 4"RPZ however due to spacing limitations and RPZ valves being installed in front of a window,will allow). These violations must be corrected prior to activation of your water services. Please contact the Cross Connection Control Dept at(631) 563-0342 to schedule a re-inspection. cc: Thomas Wolpert,PE cc31 E-", SEAM C E REPORT `®iv1s1on,,of-ME01GAe Life'Safety Group QUOTE: BILL TO: HOSPITAL: -Fork- s-ur Ali c. L. -100 301SSfAU Ave "-bvk LtfDC46 P-/ RO:.# HOSPITAL CONTACT- CONTRACTOR CONTACT-. NAME: t th-c-- () OR NAME: ,k 4-c— �ea TITLE: 9( b" Lv- -11A-,v TITLE: HOSPITAL PHONE: Y 7 -7 CONTRACTOR PHONE: HOSPITAL FAX: CONTRACTOR FAX: CONTACT EMAIL: 'NATURE OF REQUEST' Verl. DESCRIPTION OF SERVICE PROBLEM AND WORK PERFORMED: 'n761/45 y Ale &IJ I o ( � 5-4 Pa. AJ-FPzq e 99-- 2�a 1,2 E �A 6rfe.46th 4-) CUSTOMER ACKNOWLEDGEMENT-I HAVE REVIEWED THE ABOVE SERVICE REPORT AND TO THE BEST OF MY KNOWLEDGE IT I&COMPLETE&ACCURATE CUSTOMER PRINT NAME/COMPANY REPRESENTED DATE: SERVICE REPRESENTATIVE PRINT NAME DATE: RI X "6 .6 �u '. cla�te SL k9 X --A /I,(6,6 ,) I��L Iq XUSTO rB •SI R� l(� � SERVICE REPRESENTATIVE SIGNATURE X _ 207115th Me.,Ronfonlcoma,NY 11779 r Toll Free:{800)437-1592.Ph:(631)563.4040 Pax:(631)563-4187 '1 www.medigaslifesafetyx0u►. I info@medigasltfesafety.com WHITE-Office Copy YELLOW-Cust®mer Copy CONIMMNTS • •PLUMBING min U., AVA ® =I- ------------ 'FOUNDATION(2ND) Elm ri pP ROUGH FRAMING& �1i • ►� _�. ,INSULATION r STATE ENERGY CODE . . CAO Clm®Cry �!'11 � mn, M Al PT COF ZE J T04XN C`=iSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST a BUILDIA-DEPARTMENT Do you have or need the following,before applying? TOWN FALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 i/Planning Board approval FAX: (631)765-9502 ;/Survey SoutholdTown.NorthFork.net PERMIT NO. L-)-�60 Check Septic Form I1'Y.S.D.E.C. —Trustees VC.O.Application fv ;I1;I4"Permit_ Examined ,20 suirrgte&Separate 4to;m Water Assessment Form w Contact: Approved 3 ,20 Vl �suNOuOstF\1 C—""Mailto: g9bedilnFlcrhPt+_amu Di sa roved a/c am oa dr— .r + 11 8 Q�J A A Phone: 968 Ex•i on ,20 QC. P3-3510 FEB52018 nspector �4 s`{'f--' APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD Date June , 2016 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 Regulati fo i ' s,additions,or alterations or for removal or demolition as herein described.The applican e i 1 p iV laws,ordinances, building code,Nous' code,and regulations, and to admit authoriz I pec ors on premises and i b i ding for necessary inspections. 700 ois eau Avenue Realty LLC JUL 2 1 20 Frank 1 letro Mana in ember (Signature f applicant or name,if a corporation) BLMDING DMT- c/o Robert Fisch tte, Esq., Fernan & Fischette, LLP TOWN OF SOUTHOLD 320 Hampton Road, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is contract-vendee under a contract to purchase the property from the Suffolk County Water Authority. Name of owner of premises Suffolk County Water Authority (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Frank Adipietro, fi ianaging Member (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: 700 Boisseau Avenue Southold House Number Street Hamlet County Tax Map No. 1000 Section 63 Block 3 `Lot 2 1 , Subdivision not applicable Filed Map No. LotIf a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant (formerly an office/location for Suffolk County Water Authority) b. Intended use and occupancy medical center for medical examinations and out-patient procedures/surgeries (defined under NYS Law as Ambulatory Surgery Center, performing Office-based Surgery) 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost a i Ion i 6ov . Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units WA Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify'nature and d tent of each typ"frusq, 7. Dimensions of existing structures;jf�any;.. j 6t approx,;•1�;20.feet Rear .bpproxz,120,feet Depth approx.5 feet Height Number of Stories one (1) Dimensions of same structure with alterations or additions: Front (all same as existing) Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth` Height Number of Stories 9. Size of lot: Front 350.23 ft Rear 391.31 ft Depth 226.04 ft & 35.52 ft (1.69 acres) transaction 10. Date of Purchase pending Name of Former Owner Robert Norkus 11. Zone or use district in which premises are situated Light Industrial (LI) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YESN/A NO Suffolk County 4060 Sunrise Hwy 14. Names of Owner of premises Water Authority AddressOakdale,Oakdale, NY 11769 Phone No. 631-563-0263 Richard J.Pierce,R. Address 48 oSkhNV enhosuite 11EPhorie No(212)239 1526 x 132 Name of Architect TPr�Pcan�ccnriatac�rr_hitPrtc Name of Contractor Address t Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEDyo b. Is this property within 300 feet of a tidal wetland? * YES NO X •� 'rw-:.; i * 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 topoglrraU icalydat'a on urvZy. r....m..�.,n L 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSUFFOLK) FRANK ADIPIETRO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Managing Member (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake 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 bef2jeine this '1y of June 20 16 NotaryPublic r State of New York C County Nota JanetEH Notary Public Lic#o1HEs210942(�f atut re of Applica =_,cp.Date Sept.08,20® Taxf _ 1 Subdi not applicable Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant (formerly an officeflocation for Suffolk County Water Authority) b. Intended use and occupancy medical center for medical examinations and out-patient procedurestsurgeries (defined under NYS Law as Ambulatory Surgery Center, performing Office-based Surgery) 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work �}. (Description) 4. Estimated Cost r Ion 16m, .C-0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front approx. 120 feet Rear approx. 120 feet Depth approx. 50 feet Height Number of Stories one (1) Dimensions of same structure with alterations or additions: Front (all same as existing) Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front 350.23 ft Rear 391.31 ft Depth 226.04 ft & 35.52 ft (1.69 acres) transaction 10. Date of Purchase pending Name of Former Owner Robert Norkus 11. Zone or use district in which premises are situated Light Industrial (LI) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YESN/A NO Suffolk County 4060 Sunrise Hwy 14.Names of Owner of premises Water Authority Address Oakdale, NY 11769 Phone No. 631-563-0263 Richard J.Pierce,R. AddreSs N48 n51h Street Suite 11 E 212 239 1526 x 132 Name of Architect Tprwp¢an naanrfatPc A.r_hitat�tc 'NY Intim Phone No( ) Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE b. Is this property within 300 feet of a'tidal wetland? * YES NO X �WOCED * IF YES, D.E.C..PERMITS MAYBE REQUIRED. , - JUL 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 topogra M.01VORWurViiy. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSUFFOLK FRANK ADIPIETRO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Managing Member (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 manner set forth in the application filed therewith. Sworn to beef9le me this JITy of June 20 16 NotaryPubiio State of New York P county Janet E Heffope Notary Public Uc#o1HE6210942(�1 atureofApplica t =xp.Date Sept.08,20...E a FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 15, 2016 TO: Robert M. Fischette, Esq. (Suffolk County Water Authority) Fernan& Fischette, LLP 320 Hampton Road Southampton,NY 11968 Please take notice that your application dated July 21, 2016: For permit to convert an existing light industrial building to a professional office business (medical center Location of property: 700 Boisseau Avenue, Southold,NY County Tax Map No. 1000 - Section 63 Block 3 Lot 2 Is returned herewith and disapproved on the following grounds: The change of use to the existing building on this 52,707.6 square foot parcel in the LI- Light Industrial Zone is permitted pursuant to Article XV, Section 280-62A, "Permitted Uses." The proposed use requires site plan approval by the Southold Town Planning Board. Auth ze gna e Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning OA1 FICE LOCATION: Town Hall Annex MAILING ADDRESS: 54375 State Route 25 �� y�1 P.O.Box 1179 (cor.Main Rd. &Youngs Ave.) O Southold,NY 11971 Southold, NY Telephone: 631 765-1938 • �Q www.southoldtownny.gov 1��4UNTY,�� PLANNING BOARD OFFICE (��177 TOWN OF SOUTHOLD D Lr=•`-� •-••'�'�' �� Nov DD November a, 2017 t DEC 5 2017 Mr. Robert M. Fischette, Esq. r ; c/o Fernan & Fischette, LLP TOe'N OF SOS IUOLiD 320 Hampton Road Southampton, NY 11968 Re: Approval - Site Plan for North Fork SurgiCenter 700 Boisseau Ave., e/s/o Hummel Rd. & Boisseau Ave., Southold SCTM#1000-63.-3-2 Dear Mr. Fischette: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 6, 2017: WHEREAS, this Site Plan is for the proposed conversion of an existing 5,564 sq. ft. 1- story building with basement (formerly SCWA office) to a professional office (medical) and 16 parking spaces on 1.15 acres in the Light Industrial (LI) Zoning District; and WHEREAS, on May 16, 2017, Robert Fischette, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on May 19, 2017, Robert Fischette, authorized agent, submitted revised site plans and other information as required by the Planning Board; and WHEREAS, on May 22, 2017, the Planning Board found the application incomplete for i review and required additional information and revisions to the site plan; and I WHEREAS, on June 5, 2017, the Planning Bound accepted the application for review; and on as complete f i WHEREAS, on June 5, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that f the proposed action is a Type II Action as it falls within the following description for 6 I NYCRR, Part 617.5(c)(2) replacement, rehabilitation or reconstruction of a structure dor facility, in kind, on the same site, including upgrading buildings to meet building or fir North Fork SurgiCenter Page 2 November 8, 2017 codes, unless such action meets or exceeds any of the thresholds in section 6117.4 of this Part. The action is for the conversion of an existing 1-story building and b9sement, no footprint expansion, to include a medical center for examinations and out-patient procedures/surgeries; and WHEREAS, on June 16, 2017, the Planning Board, pursuant to Southold Tow I Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on June 27, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on July 3, 2017, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 6, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on July 10, 2017, a Public Hearing was held and kept open; and WHEREAS, on August 14, 2017, the Public Hearing was continued and closed; and WHEREAS, on August 24, 2017, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chap ter 236 for Storm Water Management; and WHEREAS, on August 30, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Boar tl; and WHEREAS, on September 25, 2017, the Suffolk County Water Authority (SCWA) provided a letter of water availability for the proposed site plan; and WHEREAS, at a Work Session on October 16, 2017, the Planning Board reviewed comments from referrals and staff analysis requiring revisions to the site plan, ad determined that approval from the Suffolk County Department of Health Services (SCDHS) remained outstanding; and WHEREAS, on October 26, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval to reference C10-17-0006 for a Medical Office @ 538GPD; and WHEREAS, on November 3, 2017, Robert Fischette, authorized agent, submitted revised site plans; and Norfh Fork SurgiCenter Page 3 November 8, 2017 WHEREAS, on November 3, 2017, the Southold Town Chief Building Inspector reviewed the proposed use for a medical office and certified the use as permitted under "Professional Office" in the Light Industrial Zoning District; and WHEREAS, at a Work Session on November 6, 2017, the Planning Board reviewed the revised site plans; and WHEREAS, on November 6, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with two (2) conditions entitled "North Fork SurgiCenter", prepared by Richard J. Pierce R.A., dated November 2, 2017 and last revised October 30, 2017, and authorizes the Chairman to endorse the Site Plan. Conditions: 1. The basement is for storage only and any other use will require an amended site plan application. 2. This medical office is for use by no more than two physicians/dentists at any one time. More than two at any one time will require an amended site plan to evaluate parking requirements. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. Norfh Fork SurgiCenter Page 4 November 8, 2017 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection Approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Rectfull , V. Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of 9ccupancy. Print name. r C , Applicant/Agent Date: Signature: �( SIP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex \\QF SU(/jP.O. Box 1179 54375 State Route 25 �� Ql0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Jx[ 1� Telephone: 631 765-1938 www.southoldtownny.gov Iy�DUNTT`l,Nc� PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 22, 2019 . . - 1. Robert M. Fischette, Esq. MAY 2 2 2019 320 Hampton Road Southampton, NY 11968 �• .1W Re: Compliance with Approved Site Plan for North Fork SurgiCenter 700 Boisseau Ave., els/o Hummel Ave. & Boisseau Ave., Southold SCTM#1000-63-3-2 Dear Mr. Fischette: It has come to the attention of the Planning Board that there has been exterior lighting constructed on this site that is not in conformance with the lighting plan approved by the Planning Board as part of the site plan. The lighting observed on site (parking area lighting and building lighting) is not in compliance with Town Code including, but not limited to the following reasons; foot candle values that exceed those approved on the site plan, and potentially non-compliant fixtures. We encourage you to coordinate a meeting with this Department at your earliest convenience to review the approved site plan and potential solutions that are compliant with Town Code. Please call the Planning Department at 631-765-1938 with any questions regarding this issue. Sincerely, Donald J. Wilcenski Chairman Cc:_Arthur W. Leude_sdorf, Project Manager Michael Verity, Chief Building Inspector a.4ap OFFICE LOCATION: \\QF SOU MAILING ADDRESS: Town Hall Annex jjyO P.O. Box 1179 54375 State Route 25 O l0 Southold,NY 11971 cor. Main Rd. o gs A �L� 1 pl i�" Telephone: 631765-1938 D { Il �- G www.southoldtow=y.gov R t �� AUG 2 0 2019 COU BUR DING,DEPT �'' 1'i�9 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 20, 2019 Robert M. Fischette, Esq. 320 Hampton Road Southampton, NY 11968 Re: Compliance with Approved Site Plan for North Fork SurgiCenter 700 Boisseau Ave., a/s/o Hummel Ave. & Boisseau Ave., Southold SCTM#1000-63-3-2 Dear Mr. F.ischette: It has come to the attention of the Planning Board that there has been exterior lighting constructed on this site that is not in conformance with the lighting plan approved by the Planning Board as part of the site plan. The lighting observed on site (parking area lighting and building lighting) is not in compliance with Town Code including, but not limited to the following reasons; foot candle values that exceed those approved on the site plan, and potentially non-compliant fixtures. We encourage you to coordinate a meeting with this Department at your earliest convenience to review the approved site plan and potential solutions that are compliant with Town Code. Please call the Planning Department at 631-765-1938 with any questions regarding this issue. Sincerely, Donald J. Wilcenski Chairman Cc: Frank Adipietro, Managing Member Arthur W. Leudesdorf, Project Manager Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �Q� S®(/�y P.O.Box 1179 54375 State Route 25 ® ®e,�,, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY � Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 28, 2019 Mr. Robert M. Fischette, Esq. c/o Fernan & Fischette, LLP 320 Hampton Road Southampton, NY 11968 Re: Approved Site Plan for North Fork SurgiCenter 700 Boisseau Ave., a/s/o Hummel Rd. & Boisseau Ave., Southold SCTM#1000-63.-3-2 Dear Mr. Fischette: The Planning Board has found that the requirements of the above-referenced Site Plan and the items required in the September 10, 2019 Planning Board letter have been completed with the exception of the lighting issues. As discussed with planning staff and agreed to by the applicants, the following will resolve the lighting issues: 1. The four (4) existing wall pack fixtures are not compliant and shall be removed prior to issuing a certificate of occupancy; 2. The fixture over the small front porch is not compliant and shall be removed prior to issuing a certificate of occupancy; 3. The light fixture on the large covered front porch, not yet installed, shall be the fixture submitted to Planning on October 25, 2019, and must be in compliance with §172 of the Town Code and can be installed after the certificate of occupancy is issued; 4. The light fixture on the small front porch shall be the fixture submitted to Planning on October 25, 2019, and will be in compliance with §172 of the Town Code and can be installed after the certificate of occupancy is issued; NF SurgiCenter Page Two October 25, 2019 5. With regard to the ten bollard light fixtures, we have reviewed the cut sheet specifications submitted October 25, 2019 and they appear to be in compliance with §172 of the Town Code, and can be installed after the certificate of occupancy is issued'; With the removal of the four wall-packs and one porch light as noted above (Items 1 and 2), the site will be in conformance with the Approved Site Plan entitled "North Fork SurgiCenter", prepared by Richard J. Pierce R.A., dated November 2, 2017 and last revised October 30, 2017. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, r1\ Donald J. Wil"censki Chairman cc: Michael Verity, Chief Building Inspector FF�Kc BUILDING DEPARTMENT- Electrical Inspector �4 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 I 1 roger.richert(aD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - - Date: Company Name: AM ^ ec(M e. 1::k_ C Name: TKorc( ARRIt4UL0 License No.: email: Address: (v. C-_63T P( 354-' ST' Vis` e'tCCL(lr4_eL'' Phone No.: 3 Cl 6114 T� JOB SITE INFORMATION: (All Information Required) Name: v _ (-7D0 P155 1�C Address: to �C1II- c () Cross Street: um KL U e- Phone No.: Lf Bldg.Permit#: 4 ' -q tlo email: Fax Map District: 1000 Section: (i Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ES / NO Rough In Final Do you need a Temp Certificate?: E / NO Issued On Temp Information: (All information required) Service Size LP 3 Ph Size: i�_A # Meters Old Meter# New Servic - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Po Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION 1�� 9/ 70 Request for Inspection FormAs l� t5 a! 6 E D v �B I ING DEPARTMENT - Electrical Inspector �b TOWN OF SOUTHOLD � NOV - 7 g0ALn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 wo��1 BuILDINGD c ephone (631) 765-1802 - FAX (631) 765-9502 �l , c TOWN OF SOUT]IOLD roper.rich ertgtown-south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION r -Date -� - - REQUESTED-Bl" -` - - �K - R(LTcc C:Lc� - - I I - Company Name: IVAMA ELC-CMIC Name: PAIZZIH&I'to License No.: ?jq��j� email: iM�'1AGl.�C ZIC 140L.-Com Address: I() k�ASf 14A&S ,) ST SfI �EtZ2�IC� NY 117SZ. Phone No.: JOB SITE INFORMATION: (AII Information Required) Name: 6121e SpV&1(!Ftr 1 E(L - Address: I v OE Cross Street: BVI E 1, Phone No-: �03 ( � Z 7 BIdg.Permit email: lmma GLecTate 1• Co Tax Map District- 1000 Section: Block: Lot: B IEF DESCRIPTION OF WORK(Please Print Clearly) l O I M J- ,- 149LJ EU CTO I C S G ROTC cs ll(�It, Circle AII That Apply: Is job ready for inspection?: ES NO Rough (n Final ' Do you need a Temp Certificate?: YES `l!DO Issued On Temp Information: (All information required). Service Size 1 Ph V' Size: _(42C0 A # Meters Old Meter# New Service -Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 'fes $y H me P'**Ste Work done on Service? Y N Additional Information: USIN ,- �><I�lrtl )Mt��1�r-t1t"n �LClro��l C'1A(�l-f's . PAYMENT DUE WITH APPLICATION Request for Inspection Fortn.xls I (r a FERNAN & FISCHETTE, LLP ATTORNEYS AND COUNSELLORS AT LAW P.O.BOX 1283 320 HAMPTON ROAD SOUTHAMPTON, N.Y. 11969 Telephone(631)283-3510 Facsimile(631)283-3001 RICHARD S.FERNAN ROBERT M.FISCHETTE Via hand delivery June 22,2016 Town of Southold: Building Department Attn: Michael Verity 54375 Route 25, P.O.Box 1179 Southold,NY 11971 Re: Letter of Intent to Open Medical Center 700 Boisseau Avenue,Southold(Request for Determination of Use Classification) Dear Mr.Verity: This firm represents 700 Boisseau Avenue Realty LLC, in connection with the purchase of certain real property located at 700 Boisseau Avenue in the Town of Southold. My client has entered into a contract with the current owner,Suffolk County Water Authority,for the purchase of this property,subject to the issuance of certain state and local approvals. More specifically,the proposed use of the subject property is described as follows: • A medical center for medical examinations and out-patient procedures/surgeries (defined under New York State Law as an Ambulatory Surgery Center,performing Office-based Surgery). • Business to be operated in affiliation with Eastern Long Island Hospital. • Business to employ a full-time staff of approximately 8 to 10 people. • Changes to the property and structure will include: o exterior alterations limited to landscaping, parking and signage, as shown on the site plan sketch annexed hereto and made a part hereof,and o interior alterations, as shown on the site plan sketch annexed hereto and made a part hereof, including but not limited to waiting room, administrative area, restrooms, changing rooms, exam rooms, staging areas, approximately three (3) operating/procedure rooms (as permitted according to applicable state regulations based upon square footage) and recovery rooms. Pursuant to our previous conversations on this matter and my review of the lists of defined uses within the Southold Town Zoning Code, it is not necessarily clear which use, if any, within the code accurately describes my client's proposed. Accordingly, I hereby submit on behalf of my client, the above description of proposed use and annexed building permit application, site plan, floor plan and check for the$50 application fee,and I hereby request a determination as to the classification of the proposed use. If you require a add' ' al information in order to process this request,please do not hesitate to contact Th o Acknowledged&Agreed by: Ver truly u , 700 Boiss u Avenue Realty LLC T I TTE By: Fra dipietro,Managing Member Cc: 700 Boisseau Avenue Realty LLC By: Eastern Long Island Hospital bey FERNAN & FISCHETTE, LLP ATTORNEYS AND COUNSELLORS AT LAW P.O.BOX 1283 320 HAMPTON ROAD SOUTHAMPTON,N.Y. 11969 Telephone(631)283-3510 Facsimile(631)283-3001 RICHARD S.FERNAN ROBERT M.FISCHETTE Via Federal Express July 19,2016 Town of Southold: Building Department Attn: Michael Verity 54375 Route 25 Southold,NY 11971 Re: Request for Determination of Use Classification 700 Boisseau Avenue,Southold Dear Mr.Verity: In connection with the above referenced property,enclosed please find for your review: 1. Letter of Intent(with description of proposed building and site changes) 2. Floor Plan Sketch 3. Site Plan Sketch 4. Building Permit Application 5. Letter of Consent from Suffolk County Water Authority 6. Check(no.1951) for$50.00 application fee payable to Town of Southold If you require any additional information in order to process this request,please do not hesitate to contact me. Thank you. Very my rs, R CH TTE Cc: 700 Boisseau Avenue Realty LLC Eastern Long Island Hospital �.V�OLK Co P'?' AUTHCg1�� Jeffrey W. Szabo Administrative Offices:4060 Sunrise Highway, Oakdale, New York 11769-0901 Chief Executive Officer (631)563-0353 Fax: (631)563-0370 July 14, 2016 Town of Southold: Building,Department Attn: Michael Verity 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: Consent to Submission of Request for Use Classification 700 Boisseau Avenue, Southold Dear Mr. Verity: This letter will confirm that the Suffolk County Water Authority, as record owner of 700 Boisseau Avenue, Southold, NY, does hereby consent to the submission, by 700 Boisseau Avenue Realty LLC (as contract vendee for the purchase of said property), of a request for a determination as to the classification of the proposed use of 700 Boisseau Avenue as a medical center. 700 Boisseau Avenue Realty LLC, and its attorneys Fernan & Fischette, LLP, are authorized to pursue said use determination and appear before, and communicate with,-the Town of Southold for that purpose. Very truly yours, / y � 4 � Jeffrey W. Szabo l ` 5 tJE yORK Department STATE OF mPPORTUNITY_ of Health ANDREW M.CUOMO �Adi HOWARD A.ZUCKER,1J.D.,J.C. SALLA'DRESLIN,M.S.,R.N. GovernuT Commissiurier Executive Deputy Commissiorler March 10,2017 �.e•-'u it Patricia Smyth . -a Cicero Consulting Associates 701 Westchester Avenue, Suite 210W White Plains,New York 10604 JUN 1 9 2019 Re: 162358 B TOWN 03F North Fork SC,LLC (Suffolk County) Establish and construct a dual Single- Specialty Freestanding Ambulatory Surgical Center for gastroenterology and pain management, to be located at 700 Boisseau Avenue, Southold ($3,496,465) Dear Ms. Smyth: The Public Health and Health Planning Council, at its meeting on March 9, 2017, and the Department of Health propose to approve the above application in accordance with 10 NYCRR Parts 600 and 710. Approval of this application is subject to the enclosed contingencies first being satisfied. Also enclosed are confirmations of the approved capacity and a list of proposed services, if appropriate. A certified check in the amount of$19,114 must be sent,within sixty(60) days of receipt of this letter, to Barbara DelCogliano,Deputy Director Division of Planning&Licensure Center for Health Care Facility Planning, Licensure, and Finance NYS Department of Health Corning Tower, Room 1842 Empire State Plaza Albany, New York 12237 In addition to contingencies, the proposed approval includes the enclosed conditions. You are expected to comply with these conditions throughout the operation of this project, including any and all conditions pertaining to specified timeframes. Failure to meet the 60-day deadline could result in this project being deemed abandoned as set forth in 10 NYCRR sections 600.4 and 710.10(c)(1). Empire State Plaza,Corning Tower,Albany,NY 122371 health.ny gov Pursuant to the provisions of 10 NYCRR Parts 86 and 710,you may not begin the construction or operation of any aspect of this project, or receive reimbursement for any associated costs,unless all required written approvals are obtained. Before beginning_any aspect of this project, you must complete the following steps: • Enter a complete response to each individual contingency via the New York State Electronic Certificate of Need(NYSE-CON) system by the due date(s) reflected in the Contingencies Tab in NYSE-CON. Failure to meet the due date(s) could result in the project being abandoned as set forth in 10 NYCRR Section 7 10.10 (c) (1) • Receive written approvals from the Center for Health Care Planning, Licensure and Finance and the Public Health and Health Planning Council Executive Secretary indicating satisfaction of the contingencies. • If the subject facility is currently in operation, you must develop a plan to ensure the health and safety of all patients and staff during construction. This plan must comply with all applicable sections of the National Fire Protection Association(NFPA) 101 Life Safety Code (2000 Edition) and all applicable sections of the State Hospital Code during construction. The plan may require you to separate residents,patients, staff and essential support services from the construction site and/or provide them with an alternative means of egress. Please have the plan available to regional office staff at the time of their on- site visit. You are responsible for ensuring that this project complies with all applicable statutes, codes,rules and regulations. Should violations be found when reviewing documents, or at the time of on-site inspections or surveys, you will be required to correct them. Additional costs incurred to address any violations will not be eligible for reimbursement without prior approval by the Department. Also, in accordance with 10 NYCRR section 710.5, any change in the scope of this project must receive prior approval from the Department and may require a new or amended application. This letter should not be construed as approval to file,with the Secretary of State, a certificate of incorporation, a certificate of amendment to a certificate of incorporation, a restated certificate of incorporation, an application for authority, articles of organization or any amendments thereto, or any other legal documents. A separate Public Health and Health Planning Council approval letter will be issued, as necessary, for the filing of documents with the Secretary of State after all contingencies are satisfied. North Fork SC,LLC Protect 162358 If you have any questions concerning this letter,please contact the Bureau of Project Management at(518)402-0911. Sincerely, T• Z&d'--v Tracy F. Raleigh Director Center for Health Care Facility Planning, Licensure and Finance Enclosures North Fork SC,LLC Protect 162358 RESOLUTION RESOLVED, that the Public Health and Health Planning Council,pursuant to the provisions of Section 2801-a of the Public Health Law, on this 9th day of March, 2017 having considered any advice offered by the Regional Health Systems Agency, the staff of the New York State Department of Health, and the Establishment and Project Review Committee of this Council and after due deliberation, hereby proposes to approve the following application to establish and construct a dual Single-Specialty Freestanding Ambulatory Surgical Center for gastroenterology and pain management,to be located at 700 Boisseau Avenue, Southold, and with the contingencies, if any, as set forth below and providing that each applicant fulfills the contingencies and conditions, if any, specified with reference to the application, and be it further RESOLVED,that upon fulfillment by the applicant of the conditions and contingencies specified for the application in a manner satisfactory to the Public Health and Health Planning Council and the New York State Department of Health, the Secretary of the Council is hereby authorized to issue the approval of the Council of the application, and be it further RESOLVED, that any approval of this application is not to be construed as in any manner releasing or relieving any transferor(of any interest in the facility that is the subject of the application) of responsibility and liability for any Medicaid(Medicaid Assistance Program-- Title XIX of the Social Security Act) or other State fund overpayments made to the facility covering the period during'which any such transferor was an operator of the facility,regardless of whether the applicant or any other entity or individual is also responsible and liable for such overpayments, and the State of New York shall continue to hold any such transferor responsible and liable for any such overpayments, and be it further RESOLVED, that upon the failure, neglect or refusal of the applicant to submit documentation or information in order to satisfy a contingency specified with reference to the application, within the stated time frame,the application will be deemed abandoned or withdrawn by the applicant without the need for further action by the Council, and be it further RESOLVED,that upon submission of documentation or information to satisfy a contingency specified with reference to the application,within the stated time frame,which documentation or information is not deemed sufficient by Department of Health staff, to satisfy the contingency,the application shall be returned to the Council for whatever action the Council deems appropriate. NUMBER: FACILITY/APPLICANT: 162358 B North Fork SC, LLC North Fork SC,LLC Project 162358 APPROVAL CONTINGENT UPON: 1. Submission of a check for the amount enumerated in the approval letter, payable to the New York State Department of Health. Public Health Law Section 2802.7 states that all construction applications requiring review by the Public Health and Health Planning Council shall pay an additional fee of fifty-five hundredths of one percent of the total capital value of the project, exclusive of CON fees. [PMU] 2. Submission of an executed loan commitment, acceptable to the Department of Health. [BFA] 3. Submission of an executed working capital loan commitment, acceptable to the Department of Health. [BFA] 4. Submission of an executed building lease, acceptable to the Department of Health. [BFA] 5. Submission of an executed capital lease, acceptable to the Department of Health. [BFA] 6. Submission of an executed personal loan for Dr. Adipierto, acceptable to the Department of Health. [BFA] 7. Submission of an executed transfer and affiliation agreement, acceptable to the Department,with a local acute care hospital. [HSP] 8. Submission of an assumed name, acceptable to the Department. [HSP] 9. Submission of a photocopy of an Amended Operating Agreement of North Fork SC, LLC, which is acceptable to the department. [CSL] 10.Submission of a photocopy of the lease agreement between North Fork SC, LLC and 700 Boisseau Avenue Realty, LLC, which is acceptable to the department. [CSL] 11.Submission of a photocopy of the Certificate of Amendment of the Articles of Organization of North Fork SC, LLC,which is acceptable to the department. [CSL] 12.The submission of State Hospital Code (SHC) Drawings for review and approval, as described in BAEFP Drawing Submission Guidelines DSG-03. [AER] APPROVAL CONDITIONAL UPON: 1. The project must be completed within three years from the date of the Public Health and Health Planning Council recommendation letter. Failure to complete the project within the prescribed time shall constitute an abandonment of the application by the applicant and an expiration of the approval. [PMU] 2. Construction must start on or before July 1, 2017 and construction must be completed by March 1, 2018, presuming the Department has issued a letter deeming all contingencies have been satisfied prior to commencement. In accordance with 10 NYCRR Section 710.10(a), if construction is not started on or before the start date this shall constitute abandonment of the approval. It is the responsibility of the applicant to request prior approval for any changes to the start and completion dates. [PMU] 3. The staff of the facility must be separate and distinct from staff of other entities. [HSP] 4. The signage must clearly denote the facility is separate and distinct from other adjacent entities. [HSP] North Fork SC,LLC Project 162358 5. The entrance to the facility must not disrupt any other entity's clinical program space. [HSP] 6. The clinical space must be used exclusively for the approved purpose. [HSP] Documentation submitted to satisfy the above-referenced contingencies shall be submitted within sixty(60) days. Enter a complete response to each individual contingency via the New York State Electronic Certificate of Need (NYSE-CON) system by the due date(s) reflected in the Contingencies Tab in NYSE-CON. North Fork SC,LLC Project 162358 Cicero Consulting Associates WWt�ite Plains unit Frank M.Cicero Albany Unit ` ' Inc. Willlom 9 Cormello Charles F. Murphy,Jr, v Joseph F.PON Psartanos Albert L.D'Amato Rose Murphy 701 Westchester Ave. -Suite 210W- White Plains,NY 10604 Mork Von Guysling Michael D.Ungerer TeL(914)682-8657 -Fax:(914)682-8895 Rosemarie Porco-Nash Noen Cicero@ciceroossociotes.com Baldwin Chung Brian Donlel Rinoldl,Jr. &in Mary Ann Anglin Michael F,Cicero Koren Dietz Emeritus Consultants Evelyn Branford Michael C. Malale Nicholas J.Monglordo Linda Cammiso,AN, Joan Greenberg Martha H.Porit December 19, 2017 Frank T.Cicero,M.D. Michael P.Porker Sr. (1941-2011) Ms, Barbara DelCogliano, Deputy Director thonyJ.Moddoloni Division of Planning& Licensure RECEIVED (1952-2014) NEW YORK STATE DEPARTMENT OF HEALTH Coming Tower, Room 1842 DEC 2 0 2017 Empire State Plaza Albany,New York 12237 Bureau of Management RE: NORTH FORK SC, LLC Pro'ect PROJECT NO. 162358-B (Suffolk County) Establish and Construct a Dual Sin le-S ecialh, Freestanding Ambulatory Surgical Center Dear Ms. DelCogliano: On behalf of our client,North Fork SC, LLC, we are requesting;a change to the construction start date and completion date of the above referenced approved project as follows: FROM TO Construction Start Date: January 1, 2018 (on or before) Aril 1. 2018 (on or before Construction Completion Date: September 1, 2018 December 1, 2018 The applicant indicates that it experienced delays in local planning; board approvals, but has recently overcome those hurdles and now has approval at the local level. The applicant is in the final stages of securing a contractor for the project and is preparing final construction documents. This additional time will allow the applicant to complete these tasks. Should you have any questions or require any additional information, please feel free to contact me. Thank you for your consideration in this matter. MM. icero t cc: Frank Adipietro, M.D., Member,North Fork SC. LLC Mr. Paul J. Connor 1I1, President/CEO. Eastern Long; Island Hospital NEWYORK Department STATE OF OPPORTUNITY of Health ANDREW M.CUOMO HOWARD A.ZUCKER, M.D.,J.D. SALLY DRESLIN, M.S., R.N. Governor Commissioner Executive Deputy Commissioner December 22, 2017 Ms. Patricia Smyth D Cicero Consulting Associates F E B - 5 2018 701 Westchester Avenue, Suite 21OW White Plains, New York 10604 nU� SVG,T271-1: TOWN OF 8OL17HOLD Re: 162358-B North Fork SC, LLC (Suffolk County) Establish and construct a dual Single-Specialty Freestanding Ambulatory Surgical Center for gastroenterology and pain management, to be located at 700 Boisseau Avenue, Southold Dear Ms. Smyth: I am in receipt of your letter dated December 19, 2017 requesting an extension to your construction start and completion dates for the above referenced project. Your request is approved, the new construction start date is April 1, 2018 and the new construction completion date is December 1, 2018. If you have any questions, please contact the Bureau of Project Management at (518)402-0911. lye ara DelCogliano Deputy Director Division of Planning and Licensure BD/mrc Empire State Plaza,Corning Tower,Albany,NY 122371 health.ny.gov stalco D '' FEB m 5 2018 General Contractors•Construction Management TOWNOFSOUTHOLD February 2,2018 Town of Southold Building Department 54375 Main Road Southold New York, 11971 Stalco Construction, Inc. 1316 Motor Parkway Islandia, New York 11749 Re: North Fork SurgiCenter SCTM# 1000-63-37 Attention: Michael Verity—Chief Building Inspector Dear Mr. Verity, This letter will confirm that Stalco Construction, Inc. has been retained as the Construction Contractor for the above project. As previously discussed we will operate under the existing Building Department Applications on file and attached are the remaining documents necessary to complete the application and begin the review to obtain a building permit. We authorize Vic Prusinowski 533 Elton Street Riverhead to represent Stalco Construction, Inc. in all matters concerning this project/application with your Department and the Town. Thank you for your attention in this matter. Since ly, V s h Serpe ' e President 1316 Motor Parkway,Islandia,New York 11749•Phone 631254.6767 •Fax 631.254.8015 www.stalcoconstruction.com 0 info@stalcoconstruction.com Al EASTERN LONG ISLAND HOSPITAL 201 Manor Place, Greenport, NY 11944 631-477-1000 Fax 631-477-1746 Southold Building Department Main Road Southold, NYl1971 3/14/18 Re: North Fork Surgery Center 70D8oisseeuAve. Southold, NY11971 Attn:Amanda Nunnnaker Dear Ms. Nunrnaker, | understand you have some question related tothe said above project. |'vea|sobeento|dthorennaybe some difficulty lngetting answers tothose questions from the project architect, RichardPience. |fthisis true, please feel free to include me in any correspondence between your department and Richard Pierce. I offer my assistance with getting answers to any questions in an attempt to move this project along through the process. I will include my contact information and will provide support in any way you deem feasible. Please feel free tocall oremail asneeded. Sincerely, RaynmondEb|e Vice President/EL|H 631477-5201 White Rains Unit Cicero Consulting Associates 1�ban7Lu__niI Frank M.CiceroWillio ` / m B.Carmello Charles F.Murphy,Jr. v (`�_^ Joseph F.Pofit James Psarianos I Albert L.D'Amato Rose Murphy 701 Westchester Ave. •Suite 21OW• White Plains,NY 10604 Mark Van Guyslrng Michael D.Ungerer Tel.(914)682-8657•Fax:(914)682-8895 Rosemarie Porco Noen crcero@ciceroassoclates.com Chung Brian Daniel Rrnaldi,Jr. Brran Baldwin Mary Ann Anglin Michael F.Cicero Karen Dietz Emeritcrs Co WL -L Branford Nicholas J,MonWL-L Michael C.Malate giordo Joan Greenberg Undo Commiso,R.N. June 10,2019 Martha N.Pofit Patrick Clemente Frank T.Cicero,M.D. Michael P.Parker,Sr. Ms. Barbara DelCo liano De u Director (1941-2011) g � p Ty Anthony J.Maddalonr Division of Planning&Licensure (1952-2014) NEW YORK STATE DEPARTMENT OF HEALTH Coming Tower, Room 1842 Empire State Plaza Albany,New York 12237 RE: NORTH FORK SC,LLC PROJECT NO. 162358-B (Suffolk County) Establish and Construct a Dual Single-Specialty Freestanding Ambulatory Surgical Center Dear Ms. DelCogliano: On behalf of our client,North Fork SC, LLC (Center), we are requesting a change to the construction completion date of the above referenced approved project as follows. Construction on this project started on March 29,2018. FROM TO Construction Com letion Date: I December 1,2018 July 1, 2019 on or before During the construction of the Center, the applicant encountered a several month delay related to the installation of the Center's HVAC Unit and generator. During construction, it was determined that these units needed to be installed in the back of the building, which was unanticipated, and because of the proximity to the Long Island Railroad(LIRR)train tracks,the need to construct the proper footings for these units, the need to procure a specialty crane to place these units and a slowdown in work due to winter weather conditions, the applicant encountered this delay. At this point, the work is complete and the Center is awaiting local town approvals and expects to secure the Certificate of Occupancy for the Center on before June 30,2019. Please feel free to contact me if you have any questions. Thank you. terelis ` cc: Frank Adipietro, M.D., Member,North Fork SC,LLC 700 Boisseau Ave.Southold, NY 11971 631-477-5353/631-477-5429 September 12, 2019 = .....�� 1 xW.,+ 1.1 Michael Verity `- � t "�, Chief Building Inspector SEP 1 2 2019 Southold Town Hall Annex Southold, NY 11971-1179 }EJ`-~ � � " ' Dear Mr. Verity, I am requesting an extension of 6 months on the building permit #42486. This permit currently will expire on 9/25/2019. Thank you in advance on this matter. Sincerely, Art-hur W. Ludesdorf Project Manager DEf"72PUED BUILDERS RISK COVERAGE DECLARATIONS APR e 9 2018 The Declarations,Supplemental Declarations,Common American Zurich Insurance Company Policy Conditions,Commercial Inland Marine:Conditions, A Stock Company TTWIv OFS®UTSO .D Coverage Form(s)And Endorsement(s),N any,issued to Administrative Office: 1299 Zurich ay and forming a part thereof,complete the Commercial Schaumburg,IL 60196 Phone:$00.382-2150 Insurance Policy numbered as follows: THIS IS A COINSURANCE CONTRACT 0 New Policy BRI 1104892 Renewal of Please read your policy. Rewrite of In return for the payment of the premium,and subject to all terms of this policy,we agree with you to provide the insurance as stated in this policy. 1: Named Insured and Mailing Address: 2. Producer Information: NORTH FORK SURGICENTER,LLC A Name: THE B&G GROUP INC 700 BOUISSEAU AVE 55 W AMES CT STE 400 SOUTHOLD,NY 11971 PLAINVIEW,NY 11803-2304 B Telephone#+1516 578 0400 C Fax#+1518 5761177 D Zurich Producer#17817834 3. Policy Period—From: 12MM017 To:oe/0512o18 E Field Office Name 12:01 a.m.at your mailing address above. F Field Office Code 4. Form of Business: ❑Individual ❑Partnership ❑Corporation ❑Joint Venture ❑x Other LLC 5. Limits of Insurance(either One-Shot or Reporting Form as Indicated below) 0 SUPPLEMENTAL DECLARATIONS (if this box is checked,Supplemental Declarations is attached to and forms a part of this policy) ❑ Reporting Form(continuous policy) One-Shot(non-reporting formisingle structure policy) ❑ Annual Rate ❑ Monthly Rate(HEIS-4) ❑ 1.4 Family Dwelling 0 Commercial Structure Property Location A) Any one building or structure $ 700 BOUISSEAU AVE B) All covered property at all locations $ SOUTHOLD,NY 11971 C) Rate Per Report D) Premium- Per Report New Construction E) Total Taxes and Surcharges Per Report A) Any one building or structure $ (per attached endorsement—NIA in NY) B) All covered property at all locations $ F) Total Fully Earned Policy Premium Per Report (same as A unless otherwise noted) Remodeling D) Renovations and Improvements $ 500,000 E) Existing buildings or structures $ 500,000 F) Rate $ 0.20 G) Premium $ 2,000.00 H) Total Taxes and Surcharges $ 0.00 (not applicable in New York) 1) Total-Fully Earned Policy Premium $ 2,000.00 minimum premium applicable) 6. Deductible: 0$500 ❑$1,000 ❑$2,500 %❑$5,000 ❑Other 7. Forms Applicable To This Coverage Part: SEE SCHEDULE OF FORMS AND ENDORSEMENTS Countersigned: By: Date Authorized Representative FM470001NY(12 07) r THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY CHANGES Policy Change Number 4 POLICY NUMBER POLICY CHANGES COMPANY EFFECTIVE BRI 1104892 From 01/3112018 To 06/05/2018 American Zurich Insurance Company NAMED INSURED AUTHORIZED REPRESENTATIVE NORTH FORK SURGERY CENTER,LLC THE B 8 G GROUP INC CIO FRANK ADIPIETRO MD 55 W AMES CT STE 400 201 MANOR PL PLAINVIEW,NY 11803-2304 GREENPORT,NY 11944 617817834 COVERAGE PARTS AFFECTED Builders Risk Coverage CHANGES Amending the Named Insured to now read as follows: NORTH FORK SURGERY CENTER,LLC CIO FRANK ADIPIETRO MD 201 MANOR PL GREENPORT,NY 11944 The following changes were made to the policy: Additional Premium: $0.00 Total policy premium is unchanged: $2,000.00 The'Policy Premium?shown In the Declarations Is unchanged.$2,000.00 Authorized Representative Signature Copyright,Insurance Services Office,Inc.,1983 IL 12 01 1185 Copyright,ISO Commercial Risk Services,Inc,.1983 Page 1 of 1 ENDORSEMENT #2 This endorsement, issued by United States Liability Insurance Company to NORTH FORK SURGICENTER, LLC forms a part of Policy Number CL 1845383 effective on 01131/2018 (MO. DAY YR.) at 12:01 A.M. Named Insured/Address Change Endorsement It is hereby agreed and understood that the named insured and/or address of the named insured is amended to read as follows: North Fork Surgery Center, LLC c/o FRANK ADIPIETRO RAD 201 MANOR PLACE GREENPORT, NY 11944 All other terms and conditions of this Policy remain unchanged. NAM ADD (03-01) NEW United States Liability Insurance Company Renewal of Number 1190 Devon Park Drive,Wayne, Pennsylvania 19087 POLICY DECLARATIONS A Member Company of United States Liability Insurance Group No. CL 1845383 NAMED INSURED AND ADDRESS: NORTH FORK SURGICENTER, LLC 700 Boulsseau Ave Southold, NY 11971 POUCY PERIOD:(MO.DAY YR.) From: 12/05/2017 To: 06/0512018 12:01 A.M.STANDARD TIME AT YOUR MAILING ADDRESS SHOWN ABOVE FORM OF BUSINESS: Limited Liability Company BUSINESS DESCRIPTION: Vacant Building without Renovation IN RETURN FOR THE PAYMENT OF THE PREMIUM,AND SUBJECT TO OF POLICY, WITH YOU • PROVIDE THE,INSURANCE AS STATED IN THIS POLICY. THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS FOR WHICH A PREMIUM IS INDICATED. THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. PREMIUM Commercial Liability Coverage Part $600.00 TOTAL: $800.00 Coverage Form(s)and Endorsements)made a part of this policy at time of issue See Endorsement EOD(1195) Agent THE B&G GROUP,INC.(1911) Issued: 121071201712:48 PM 55 West Ames court,Sults 9400 Plainview,NY 11803 8T* Authorized Repress ati e THESE DECLARATIONS TOGETHER WITH THE COMMON POLICY CONDITIONS,COVERAGE PART DECLARATIONS, UPD(0&07) COVERAGE PART COVERAGE FORMS)AND FORMS AND ENDORSEMENTS,IF ANY,ISSUED TO FORM A PART THEREOF, COMPLETE THE ABOVE NUMBERED POLICY. EXTENSION OF DECLARATIONS Policy No. CL 1845383 Effective Date: 1210612017 12:01 AM STANDARD TIME FORMS AND ENDORSEMENTS The following forms apply to the Commercial Liability coverage part Endt# Revised Description of Endorsements CG0001 12107 Commercial General Liability Coverage Form CGO068 05109 Recording And Distribution Of Material Or Information In Violation Of Law Exclusion CGO104 12104 New York Changes-Premium Audit CGO163 07111 New York Changes-Commercial General liability Coverage Form CG2018 04113 Additional Insured-Mortgagee,Assignee or Receiver CG2104 11185 Exclusion-Products-Completed Operations Hazard CG2107 05114 Exclusion-Access Or Disclosure Of Confidential Or Personal Information And Data-Related Liability-Limited Bodily Injury Exception Not Included CG2136 03/05 Exclusion-New Entities CG2139 10/93 Contractual Liability Limitation CG2144 07198 Limitation Of Coverage To Designated Premises Or Project CG2147 12107 Employment-Related Practices Exclusion CG2173 01115 Exclusion Of Certified Acts Of Terrorism CG2621 10191 New York Changes-Transfer Of Duties When A Limit Of Insurance Is Used Up IL0017 11198 Common Policy Conditions IL0023 07102 Nuclear Energy Liability Exclusion Endorsement IL0183 08108 New York Changes-Fraud IL0268 01111 New York Changes-Cancellation And Nonrenewal L 278VAC 12114 Independent Contractors/Subcontractors Exclusion L-232s 09105 Classification Limitation Endorsement L-395 11105 Vacant Building Protection Warranty L-500 02111 Bodily Injury Exclusion-All Employees,Volunteer Workers,Temporary Workers,Casual Laborers,Contractors,And Subcontractors L-532 VAC 12114 Exclusion-Construction Operations L-540 11109 Exclusion-Exterior Work Over 50 Feet L-61ONY 01107 Expanded Definition Of Bodily Injury-New York L-697NY 11/07 Absolute Asbestos Exclusion With A Hostile Fire Exception L-698NY 11/07 Absolute Lead Exclusion With A Hostile Fire Exception L-699NY 11/07 Absolute Pollution Exclusion With A Hostile Fire Exception L-70ONY 11107 Absolute Silica Exclusion With A Hostile Fire Exception L-783 02114 Amendment Of Liquor Liability Exclusion LLQ100 07106 Amendatory Endorsement LLQ368 08/10 Separation Of Insureds Clarification Endorsement NTE NY 01/15 Notice Of Terrorism Exclusion Jacket 09110 Commercial Insurance Policy Jacket EOD(01195) All other temps and conditions remaln unchanged. Page 1 of 1 COMMERCIAL GENERAL LIABILITY COVERAGE PART DECLARATIONS Policy No. CL 1845383 Effecdve Date: 12/0512017 12:01 AM STANDARD TIME LIMITS OF INSURAIJ.CE' � ��t .ice-il`•�� - _ •a�` Pa�9..�` Each Occurrence Limit $1,000,000 Personal&Advertising Injury Limit(Any One Person/Organization) $1,000,000 Medical Expense Limit(Any One Person) $5,000 Damages To Premises Rented To You(Any One Premises) $100,000 ProductsfCompleted Operations Aggregate Limit Excluded General Aggregate Limit $2,000,000 `LIABILITY PEDUGTIBLE LOCATIONS-OF.ALL:PRg V1JSE_S'Y®U'gWNj�RW- C�!�.t�_V VVP a_• r ;'tS.is{____ - -- -fit q•- .'�pp �c` Location Address Territory 1 700 Bouisseau Ave,Southold,NY 11971 016 PREMIUM COMPUTATION Annuat Rate Advance Premium Loc Classification Code No. Premium Basis Pr/Co All Other P#Co All Other 1 , Additional Insured-Mortgagee,Assignee or Receiver 49950 1 Flat Excluded 0.000 Excluded Included 1 Vacant Buildings-not factories-Other than 68606 5,400 Per 1,000 Total Excluded 98.229 Excluded $600 Not-For-Profit Area MP TOTAL PREMIUM FOR GENERAL LIABILITY COVERAGE PART: $600 (This Premium may be subject to adjustment.) MP-minimum premium Coverage Form(s)/Part(s)and Endorsement(s)made a part of this policy at time of issue: See Fonn EOD(01195) THESE DECLARATIONS ARE PART OF THE POLICY DECLARATIONS CONTAINING THE NAME OF THE INSURED AND THE POLICY PERIOD. includes copyrighted material of ISO Commercial Risk Services,Inc.,with its permission. Page � Of 1 CLI SO(10/03) Copyright,ISO Commercial Risk Services,Inc.,1983,1984,1988 4a q�( U SUFFOLK COUNTY DEPT OF LABOR, APR 1 9 2010 LICENSING 8 CONSUMER AFFAIRS T MASTER PLUMBER NAM w I ROBERT DEMONTE TOWN OFSOUM01a BUSNESS NMAE This certifies that the DEMONTE PLUMBING&HEATING CORP bearer is duty licensed by the N� B�"and County of Suffolk 43660-MP 10131/2007 R' '�W omaa EXPFAMCH DATE 10101/2019' Comriatbnar f •NpT\ON NL'_ ' �\ �I\sap@QTION•TROTSNO•C�'� nn,t#12Uo6044 Jason ta.Rudilosso current certificat' To v1e� ISAQR Application 1) pow r-funoad or Play Store �o � ■ from iTwnes 2) on Scan click QR r r NATIONAL Fc�ON•reanw°.e.aT�.c. .r Cert# 12419275 Brett K Myers 1 Expires K ASSE 6010 Installer N.F.P.A.99-2012 10/28/2019 F ASME IX Brazer 01/06/2019 ASSE 6040 Maintenance N.F.P.A.99-2015 03/09/2021 j k tfi � i AUG 302018 .e r r K•+� , ie moa ` ..x ' �c�ON•rear�N°.ceR�`ac> Cert# 12371381 Timothy P.Pintauro Expires ASSE 6010 Installer N.F.P 4.99-2015 06/08/2020 ASD'IE IR Bruer 11/02/2018 AUG 3 0 2018 BUILDING DFPT. ! T��•�'�'�°o�;?�d`��7��i ALL i IN N, I NO A 'Wif, im.VMC .0- 0" x,;w .40- NQ Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 3122/2006 No. 39686-ME SUFFOLK COUNTY Master Electrician License RR This is to certify that ANTHONY PARRINELLO doing business as PFJMMA ELECTRIC INC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York. baa Additional Businesses U-n D NOT VALID WITHOUT MAY DEPARTME "SEAL' , 1-1 RRV ANP:� "�iV, , C, CONSiji�1ER AFFA1' §- TOWN OF S Director ACC> OR ® CERTIFICATE OF LI DATE(MWDD/YYYY) +�� ABILITY INSURANCE 1/31/2018 THIS CERTIFICATE;IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the!certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER i CONTACT NAME: Christine Schuller OMNI RISK MANAGEMENT PHONE 631 4 FAX (631)934-7605 AIC No Ext• (631)434-1000 34-1000 A/C No: A Division of Assured Partners Northeast LLC ADDRIESS:Chris.Schuller@ assuredpartners.com 308 West Main Street INSURERS AFFORDING COVERAGE NAIC# Smithtown NY 11787 INSURERA-The Travelers Indemnit Co. 25658 INSURED ' INSURER B:The Travelers Ind Co of CT 25682 Stalco Construction Inc. -INSURER C-Markel American Insurance Co. 28932 1316 Motor Parkway INSURER D:Nav] ators Ins Co. 42307 INSURER E: ISlandia NY 11749 INSURER F: COVERAGES ! CERTIFICATE NUMBER:*18-19* REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE imsin vdvn POLICY NUMBER M/DD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A CLAIMS-MADE FX OCCUR DAMAGE TO RENTED 300 000 I PREMISES Ea occurrence $ X Contractual Liability DT1N-CO-963x4944-IND-17 2/1/2018 2/1/2019 MED EXP(Any one person) $ 10,000 PERSONAL BADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICYI JEC El LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: I Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO Ea accident $ 1,000,000 B ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS AUTOS BA-4F588719 2/1/2018 2/1/2019 BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ Medical Ex ense $ X UMBRELLA LIAR ]{ OCCUR EACH OCCURRENCE $ 3,000,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE $ 3,000,000 DED I X I RETENTION$ 10,000 MPaMIEUL100214 2/1/2018 2/1/2019 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE DTSUB-7C54685-2-17 4/1/2017 4/1/2018 E.L.EACH ACCIDENT C OFFICER/MEMBER EXCLUDED? ElN/A $ 1,000,000 (Mandatory in NH) I E L.DISEASE-EA EMPLOYEd$ 1,000,000 If yes,describe under ! DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Excess 6 x 3 NYIBEXC926078IV 2/1/2018 2/1/2019 6MilV6Miil i DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE R Mastrantonio/CS ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INCMS rvmnnn hw ,YORK Workers' CERTIFICATE OF INSURANCE COVERAGE p- CO3a,_ra t° Iii UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured STALCO CONSTRUCTION INC. 6312546767 1316 MOTOR PARKWAY ISLANDIA,NY 11749 1c.NYS Unemployment Insurance Employer Registration Number of Insured PENDING Work Location of Insured(Only required If coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 11-3149290 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" Southold,NY 11971 74524-00 3c.Policy effective period 4/1/2016 to 1/30/2019 4.Policy covers- A.All of the employer's employees eligible under the New York Disability Benefits Law B.Only the following class or classes of employer's employees Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 1/31/2018 By AZA. a.4A�tut (Signature of insurance carrier's authorize reptesentati6e or NYS Licensed Insurance Agent of that insurance tamer) Telephone Number (212)355-4141 Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"411b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authonzed to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) NEW Workers'Board CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE B 1a.Legal Name$Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 631-254-6767 Stalc1$16 Construction Inc. 1 c.NYS Unemployment Insurance Employer Registration Number of 1316 Motor Parkway Insured Islandle NY 11749 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Securi certain locations in Now York State,i.e.,a Wrap-Up Policy) Number ty 11-3149290 2.Name and Address of Entity Requesting Proof of Coverage 3a,Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Travelers Casualty Ins Co Town of Southold 3b.Pali Number of Entity Listed in Box"1a' 54375 Main Road � tY Southold,NY 11971 DTSUB-7C54685-2-17 3c.Policy effective period 4/1/2017 to 4/1/2018 3d.The Proprietor,Partners or Executive Officers are Included.(Only check box if all parinersloff vers included) Qx all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a'for workers' compensation under the New York State Workers'Compensation Law.(To mse this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? [JYES Ox NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy Indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has the coverage as depicted on this form. Approved by: Frank Strcich ((��,, (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ;d-?� (Signature) ate) Title:Vice President Telephone Number of authorized representative or licensed agent of insurance carrier.631-434-1000 Please Note:Only Insurance carriers and their licensed agents are authorized to Issue Form C-105.2.Insurance brokers are N91 authorized to Issue it. 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(j)O (�� , TERE ARE NO NEWNBORINGWEUS w 07 CH i v`�Yt 'm"2Y � � S"'�•�T#G7s0'�ATtQiB) WITHIN ISOOF SUB1KfCARCEl � LL by tEFp�D L,��T;<.,rt•�bt�1z�I�:.�YI� / >a4 pT.ew�l I� / �® oF21E'Yr aupevr Nr.QLinDNe En' na'"x.r.�'O'�m, �S9 3`'�; .... _ �TMD �. ---�_�_,:,• 1 / -- �nrpmFm..+, 9.e. � ° 'e# M4, 90"ROR SIl1TA3wcOVER _ Ir ri I w.trwu..nArm.sm ENDPI G_ TOGRAOE DRAWN BY.IF ~120094SEPSICTANK �•• I' I pNa WA'v�`c90j-ma0"' 7/11x,017 B DLA.4•UQUID DEPTH 3WSFMINIMUM spFp.,pmsw.]va em - DDE WALL AREA r„mrw„`: SCALE.SEE PLAN �M�R SMID OH 3DCOIl BCLEAN wwrmr t'^°m•E , AR�, r"•� , ISANOCDUAR HIT p SHEET NO• EII�V Bdia lFA[HMG BOOL - rwrwrtamAmv+imp <m.snap. .H HrsEeaswm.°+p 2 TESStjQLE DATA mTh 4.m«pa ^ /� ht<DOMID GEOfTlENCE �O/1 !✓/—//)/a1 TYPICAL CLEANOUT (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FORA SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)CO-IES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PiEPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEDUFNI OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPUOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA 400 Ostrander Avenue, Riverhead, New York 114`101 N tel. 631.721.2505 fax. 631.72'7.0144 admin®youngengineering.com AREA = 1.1676 ACRES OR 50,85 ' SQ. FT. * 6RO55 FLOOR AREA = 5,563 SO. FT. Howard W. Young, Land Surveyor W E Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer ,rt Robert 0. Tost, Architect Robert 5trom5ki, Architect S HEALTH DEPARTMENT USE QIlI�1IOX1I OtSFFOU:COU"!71'DirF',IF�T;La ivT C`F 1"rt LTti J[:i VICES i Orr;�i\CV,QL OF COtiST�.UCTGD 1tilOr�<S Id , OCT Q o o� 1 Dvt� Q� es Le ut ti 11�ICCSt!-on i i�;.c3 3p"�I`:P CM' rer CiBS Z, certifvd Cyt`is De.�4filr^�;�t c:{O.,Ier 4, (�A�1�fo �d t0 t;�A vat.F�GCt`".'i"y �I I 1070 0 noW Or Porrnerl of I 70 SoisSe y a 1 I CMF LINE OF WOOD POSTS au AVenue� L•Lc Cram ICnepper, P.E., C!,ic'f 3� ser 055'40 ' OfLice 0f VJaste1^Ja-t�r r—" "nt Z LU 591.3 I I ' cc ( W CM U 1 I _ 1 ASPHALT PARKING 01 CONC. /TRASH ENCLOSURE ry � inrn mac O (V 1 i P`K G Z SURVEYOR'S CERTIFICATION C C, IO ��^O,`,_` - a»q••A-ymn^ 1 CIC' i Oo Are) YZ HCREBY F 'TIFY 1-0 t-1 Q RTF FO R K S U R G E RY 1 WATER R° GJ� VALVE CENTER, LLC THAT TH15 SURVEY WAS PREPARED IN o .=—== :_= 4 FIRE UNE ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS _ — _: //— .�..- B��o�N� ADOPTED BY THE NEW YORK 5TA17E A550CIATION OF fR cP _ 5100 �` PROFE55IONAL LAND SURVEYORS. ------- - 73.77---- i, n 3 �: o , tu -------- -- 91-A0 C) 1 O ETER 2-DOMESTIC WATER v; pN 51pg ET �� /�•. 1 O I SERVICE -o r EP'(E\�_ '�O I m i z I o `r\ )1 . V 0� C ' VvJ/y )',/ 1 I ,1w ON 1000-0,Oa `AC) HOWARD W. YOUNG, N.Y.5. L.5. NO. 458413 A 1v C� ,I 1 , IPF i 5UR11!EY FOR NORTH FORK 2�rll� SURG ' r CENTER LLG (�A E o at Southold, Town of Southold 0 Suffolk County, New York a N F I NAL 5URVEY 0 a LEGEND County Tax Map District 1000 Section 65 Block 03 Lot 2 oWnq-d-BW1' FIELD SURVEY COMPLETED AUG. 2-T, 2014[ GG = CONCRETE CURB MAP PREPARED AUG. 28, 201 Q GIG = CAST IRON COVER RECORD OF REVISIONS DATE of = CONCRETE PAVEMENT DI = DRAINAGE INLET ADDRE55ED 502H5 NOICA SEPT. 24 2010[ EOP = EDGE OF PAVEMENT SANITARY MEASUREMENTS GV = GAS VALVE A B CLF JPO = CHAIN LINK FENCE N IPF = IRON PIPE FOUND 5T 31' 45' GMF = CONCRETE MONUMENT FOUND LP 33' 50i' OHW = OVERHEAD WIRES m RcOOT =UT�OT'r'POLE 40 0 20 40 80 12C = LIGHT POLE Scale: I" = 40' a JOB NO. 2018-022-1 DWG. 2018_022"1_fs I OF I - V IMPROVED SERVICE BY PUBLIC WATER /1 _ IMPROVED �1i•� IMPROVED NO PUBLIC WATER CONNECTION SERVICE BY PUBLIC WATER OR WELL CONNECTION dd NO SANITARY 00 40 (M.T.o4J .S—?'0°"43' 40" W �� 4.25' CALC. RAILROAD TRACKS 1*1 4: 8' DEED ---- --- � - - - - - - - - - - - - - - - - - - - - - - -- ^� 75.38' - - ,-- o Z - - ^ \� S 70 43 40 W ,� `cQ �� 350.28' 2 L HUMMELAVEUNE H � . 8.2 W ` _ r , c I o o /1 H r 6'dia x 4 W O f b °° o b `� TC b C s b I a a 26.5 ; 2-6.5 O'deep I TC 6'dia x GAS SERVICE I��:F 10'dee 1 STORY FRAME BLDG I I M Fi Z P ww--� L _ � /1 I FF 30.7 �-� � �/ I 18 17 16 15 14 BASEMENT ,�• – �• v TC S8� 26S �`� ,!DWI (2) "W/S � / (/� O o , o 6'dia x F--i c o� 110'deep 0 �O \ I DWI- - 6 dia x \ - _ !� WATER �� O f) ® i „f� ' I 'J METER O l� I 10'deep Tc \ _T __ - 27.5 \ TC .:. „f) ;.., APPROVED ♦ T _ 28.0 :: +�► ®1 'i ' �— > TC 11p, /-SPI'R®V�D Ll II 1 6� - - - - - - - - - - - - - - 28.5 _ �� PLANNING BOARD D TC V)8aak - ' �' ♦ 1000ga1 c /0 \ OOGALLON :0 27 TOWN OF SOUT P 1 on TC FUEL TANK I I I I ST TEST HOLE p,o / HOLD 26.5 TO BE I REMOVED I I �.O i TC EL.27.0 DATE 113 2O D ll O L - J PROPOSED 28' M� �Or °00 .° I 8'dia 16'deep LPO♦I 5 NITARY - �04 Q a'�Za Q ' 1 ,�� , ROCT 3 1 201� Pq CAST IRON CLEANOUT LOCATED OUTSIDE TC LP ♦ I♦ I TC 08 07 0 05 03 02 01TC 25 �� .. c ' FACE OF FOUNDATION IN BASEMENT 27 0° �'" , / Southold own Planning Board z a0 WITH 2'LENGTH OF CAST IRON PIPE I 0 72 °A,4 . p.o ` i z EXTENDED OUTSIDE OF FOUNDATION °o TC TC e / WALL vow I 27 /09 27.5 10 11 12 13 I♦ LP/I 27 a� SCTM 1000-63-3-10 4 8'dia x / LOCATION OF EXISTING 5'deep Q �� INFORMATION ON THIS SURVEY TC SANITARY SYSTEM TC 0 oBoo�oC,q 26.5 TO BE REMOVED Tc 27 7s �� TAKEN FROM SURVEY BY 40,q � 0,6',,T - n 27.5 O m� HANDS ON SURVEYING q�F 'FR�y a �, 30'0" O ate; MARCH 22, 2013 CAST IRON CURB INLET OF 41 OP cURe o ' a 8" THICK --GRATE t FRAME. (� REINFORCED, 4•,000 PSI GRADE CAMBELL FOUNDRY . o - ♦ i��. LOT AREA: 50,860 SQ. FT. (1.168 ACRES) TRAFFIC BEARING *25+1 OR EQUAL ob I _ TC , CONCRETE SLAB r= �� ♦ TC 27.5 BRICK MAY BE USED TO o ♦ - ' I I _ 26 27 ELEVATIONS HEREON REFER TO NAVD 1988 TC TC 27 , REINFORCED 4,000 PSI ADJUST CURB INLET CAST "� rgJ 8 �' ♦ / , 26„ IRON GRATE t FRAME TO T I a o 4ia I♦ ,\� _ ♦ 26.5 PRECAST CONCRETE SURFACE ELEVATION A 1 I�I �2• - CATCH BASIN vb 6' 48„ MAXIMUM OF 12 INCHES. SC,QLEs In _ 2O,_On a dPPA�pI♦ _ it o b O MIN. +'• FROM 5'-0" o,n � � 6„ TO 20'-0" o ^ l rIY�•` O w1'L Ob O .. O !wjjb7,. C1P.TV;�i,1`A'� I e. , LLI ^. r V! V ,.. MIN. 6" WASHED O ' ;. ,. .... . .. N£ ' STONE BEDDING I-1/2 WEARING COURSE v a '/ CD Z LO . \L CURS INLET DETAIL11 1 16w,ifi � LlJ N N.T.S. 0 0 0 0 0 1 111 0 0 0 0 � ' XJLn v Q /4 COMPACTED BASE COURSE 2-1/2" BINDER COURSE / L TH1r 0 O 0 3/4 STONE BLEND OR CRUSHED CD CONCRETE tN XON 26.5 �— �-- BITUMINOUS FAVEMENT DETAILS � `` _0 NTS ).x'000 °PSI; CONOLET1E`; !_!_ � o � M IOPSOIL. 6. SEED. GRADE / DEld .. , C " LL MIN. Southold SurgiCenter £ +' °;p • 1 CONCRETE TRAFFIC SLAB f�+ O t^ MAX.'. . . • . . 1�'za�rix0 E �. . •4 BARS EA.WAY 3'FROM e" s.h.N.M.1 . h.•M.I s. t N BOTTOM,4000p•I CONCRETE !_:5 mm®®01010 Parking Calculations C1 t •'jj� mm®®OI= '•�.� DRAINAGE PIPE CiYP.) ! i t•;�, 2 physicians-5 spaces/physician- 10 Spaces mm®®DO '; IS"CONCRETE PIPE(Tl P.) ELEV.27.0' fit' ' •�''' MIXED SAND,LOAM,GRAVEL b Eit* E ' Non handicapped spaces provided 20 spaces — — 0.5' Cn rM, mm®®0 Spaces=9'x19' P P P 10'-0" (MIN. 6'-O") mm®® PRECAST CONCRETE gyp' JOINT 6" P L X .N e �t� �� .0 J2 � mm®� LEACHING RING BROWN SILT I/�' PITCH ^' •"*-"""""- AS NOTED ML R : L. R = I/ �� r�• �S�10 `r 7 Handicapped Required 1-25 spaces=1 space — — 3, SURFACE 0 y " ,.. .I PAVEMENT � -097 T ��j .>•• CLEAN SAND t �e.:;�t�'•'��.� 2'MIN. +-:- ••; GRAVEL FILL Handicapped provided=2 spaces PAVEMENT � (GROUND WATER)' ------__ _ _ =.IT_, ; _� ASPHALT D RAW N BY: J F _ Drainage Calcuations Asphalt Parking=16,600 square feet PALE BROWN FINE TO �� 4/19/2017 Sidewalks=750 square feet MEDIUM SAND �� } SP Total=17,350 Square feet ~�w I r• 17.350 sf q- 3„�00' .O'Sft �CQN 1' - r. CONCRETE CURBING sl�;a �� 6x6-�o�I� '�. � SCALE: SEE PLAN x2"x1 -2891 CF - . . � SC 2891.6 CF/42.22=65.49 LF of 8 foot dia leaching � NTS C0 NCtEArE cum^,,..• Provided=(7)8 foot diameter x 12 feet deep 21' ' NO WATER ENCOUNTERED SHEET N O � Entrance Drainage ■ LEACI—E I NG FOOL TYPICAL SECTION 35'x30'x2"x1 =175cf � t t t .� b '� �� a Provide (1)8'd 5 1f TEST HOLE DATA Provide(1)8'diax5'deep � • N.T.S. Building MCDONALD GEOSCIENCE �. 5378 Sf roof ^ 1/24/17 I 5378sf x 2"x 1 =896.33 CF `., bMVt;,;..�AY`APR' 896.33/22.33 =40.14 LF of 6 foot diameter leaching t ,t ,fit ,t"o A 1 1-3O Mt O Provided= (5)6 foot diameter x 10 feet deep=50 LF 1 5 F—� Mo. o� �a. PLOT PLAN 0o 4SurgiCenter NEW GRASS AREA b N 700 BOISSEAU AVE, SOUTHOLD, NY � � tl tl e � v Q 0 tl �d rt 11 /7 F PN\- k , e a NEW GRASS A�RRFA 4 �V" .10 oz- 469 • j mom 700 BOISSEAU AVENUE , SOUTHOLD , NY 11971 0 0NQr7tl 4 0 tl o NYC BUILDING DEPARTMENT NOTES SCHEDULE OF DRAWINGS APPLICABLE CODES: NY STATE BUILDING CODEC) ARCHITECTURAL DRAWINGS REVISION DATE e NFPA 1012000 UE: BC1968 T-100.00 TITLESHEET,NOTES,ZONING 0 ADA 2010 NUMBER DESCRIPTION DATE BY ANSI A117.1 2003 A010.00 EXISTING SURVEY ' d PROPOSED OCCUPANCY GROUP: COMMERCIAL A050.00 SITE PLAN "EWGRASSAREA� 01 DSG-01 SUBMITTAL 8.29.16 GS CONSTRUCTION CLASS: III(200) A051.00 PLANTING PLAN � 0 4 ©2 ISSUE FOR BID 1.30.17 GS THE CONSTRUCTION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, A200.00 CELLAR FLOOR-CONSTRUCTION PLAN a (D3 ISSUE TO PLANNING BIRD 11 .02.17 JF STATE,LOCAL,&MUNICIPAL BUILDING CODES. A201.00 GROUND FLOOR-CONSTRUCTION PLAN 0 THE WORK SHALL,COMPLY WITH THE REQUIREMENTS OF LOCAL LAW 58-1987 ITEMS SUBJECT TO 0 CONTROLLED INSPECTION. A300.00 EXTERIOR ELEVATIONS,ROOF PLAN e tl 4 A800.00 LIGHTING PLAN ZONING INFORMATION ADDRESS: 700 BOISSEAU AVE REVISIONS: SOUTHOLD,NY 11971 PARCEL: 1000-63.-3.7. NUMBER DESCRIPTION DATE BY ZONIG MAP NO: MAP 2 ZONING DISTRICT; LI-LIGHT INDUSTRIAL 01 CELLAR DWG ADDITION 10.5.16 GS COMMUNITY FACILITY YES 02 PER DOH COMMENTS 11.21 .16 GS 03 PLANNING BIRD. COMT'S 10.30.17 JF BUILDING; INFORMATION AREA: 5564 SQFT(NO CHANGE) SITE AREA: 49,370 SQFT DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects ABBREVIATIONS 248 West 35th Street 11 th Floor New York, NY 10001 21 2.239.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com AM Architectural Millwork HT Height BLDG Building HVAC Heat Vent&Air Cond THE UNDERSIGNED,PURSUANT TOSOUTIIOLDTOWN CODE SECTION MEICHANICAL ENGINEER BM Beam Instal Installation 280-131(0,ACKNOVMEDGES THAT THE CONDITIONS OF THE SITE PLAN BOT Bottom MAS MasonryAI'�ROVAL SET FORM IN THE RESOLUTION OF APPROVAL D TED CAB Cabinet MAX Maximum II /I?/2©„UARE ACC (SEE C NS NR ON). CEM Cement MECH MechanicalV`d `.EASE A.NE S C t Closet MED CAB Medical Cabinet DOOR CLIEARANCE (AS PER ANSI Al 17.1 .2003) CT Ceramic Tile MOD Modified ,jLl`fh.!...l.7 CL Center Line MET Metal AUTHOk -E SIGNATURE fITLE DATE CG Corner Guard MG Mirror Glass CMG Ceiling MIN Minimum TMN APPROVED BY STRUCTURAL ENGINEER CMU Concrete Masonry Unit MO Masonry Opening OFso'�'TH/ NINWiGBOARD �I•.�cJ PULL SIDE PULL SIDE COL Column MR Mop Rack/Moisture Resistant 1113rzn 7 r----------- —� ---------------- CONT Continuous MTD Mounted I I I I ClIAIRPERSOV SIGNATURE DATE I I I I CONC Concrete ND Napkin Disposal CH Coat Hook NO/# Number I NOTE:The approved site development*/r plan shall be valid for a period of eighteen(18) 0 V-6"101N I ; CONTR Contractor NIC Not In Contract months from the date of approval as per code section 280-132A. o CPT Carpet NTS Not To Scale � i �, CORR Corridor OC On enter 3-0'MIN. CR Chairrail OPNG Opening PROJECT Porcelain Ceramic Tile Counter PCT CT TOILET DETAILS (AS P E R ANSI A117.1 .2003 REFERENCE SYMBOLS North Fork SurgiCenter I CTR Down PLAS LAM Plastic Laminate DET Detail P Painting *IF BOTH CLOSER AND LATCH ARE PROVIDED DF Drinking Fountain PTD Paper Towel Dispenser **48"MIN. IF BOTH CLOSER AND LATCH PROVIDED DG Door Guard PTDD Paper Towel Disp./Disposal 36 min SO THOS, N AVENUE DIA Diameter RB Rubber Flooring 12 24 DETAIL INDICATION SOUTHOLD, NY DR Door RD Roof Drain min min DETAIL NUMBER 0 DOWNLIGHT PULL SIDE DWG Drawing REINF Reinforcing DWG WHERE DETAIL IS ® REGISTER/DIFFUSER r----------- -----i _-----PULL SIDE " EA Each REF Reference o00o c LOCATED DRAWING TITLE i 2 8 MIN.. EIFS Exterior Insulated Finish REQ'D Required EXIT SIGN D - Z I ELEC Electric/Electrical RJ Reveal Joint M I Z EP Electric Panel RO Rough Opening SECTION INDICATION TITLESHEET E SECTION NUMBER EXISTING WALL TO BE REMOVED NOTES ZONING NOV 0 0 2017 o I ELEV Elevation RM RoomC%j � 3'6"MI 10 o i EQ Equal RH Robe Hook 48 min DWG WHERE SECTION IS EXISTING WALL TO REMAIN 'v '-0"MIN. EQUIP Equipment SD Soap Dispenser LOCATED I EJ Expansion Joint SF Square Foot Southold ToVin EXIST(E) Existing SPEC(S) Specification(s) NEW CMU PARTITION Planning Board *54"MIN.IF CLOSER IS PROVIDED EWC Electric Water Cooler SND Sanitary Napkin Dispenser 60 min ARCH MILLWORK DETAIL HINGE DOOR CLEARANCE FD Floor Drain ST Steel INDICATION NEW GWB PARTITION DATE FEX Fire Extinguisher STD Standard PUSH SIDE 1'-0"MIN.* *48"MIN.IF CLOSER IS PROVIDED FEC Fire Extinguishing Cab ST ST Stainless Steel A SOUND INSULATION 11.2.2017 r SH SIDE ---� SII` PUSH SIDE PUSH SIDE FHR Fire Hose Rack SV Sheet Vinyl WHERE INDICATED I r—T-----------� r-------- H SIDE FF Finish Floor SVB Sheet Vinyl Base 54 in INTERIOR 2 HR FIRE RATING WHERE INDICATED PROJECT NUMBER F&I Furnish(ed) & Install(ed) SVT Solid Vinyl Tile 39-41 ELEVATIONS I I � , _ 3258 X z i i i i i FIN Finish TC Time Clock 42 min 12 max i I I I I I `fl FL/FLR Floor TELE Telephone 36 min NEW FURRING(GWB) DRAWN BY I I I I I i I I I I FPSC Fire Proof Self Closing TPH Toilet Paper Holder 12 24 _— RP/GS/JF co I I 10 MI '-0"MIN. I E ` FR Frame, Fire Rated TYP Typical min min co E ( � 17-25 ROOM NUMBER �� FT Foot/Feet UC Undercut -`�N ' � D A�'C SCALE EXISTING DOOR TO BE REMOVED GA Gauge LION Unless Otherwise Noted 18 66-1 � GB Grab Bar VCT Vinyl Composition Noted x M M ca m C alai ; �n..; t C GL Glass VCB Vinyl Cove Base rn z y Cl) co Cl) E E ; = 1 REVISIONS CI! _U C) DRAWING NUMBER GWB Gypsum Wallboard VIF Verify In Field I co Cl) E 7-9 °' O EXISTING DOOR TO REMAIN HAC Housekeeping Aided Closet VWC Vinyl Wall Covering fl ;\. . HCWB Hollow Core Wood Door W/ With sTq X268 " �_ 00 , 00 NOTE:X=12"IF DOOR HAS BOTH A CLOSER&LATCH HM Hollow Metal WC Watercloset 11 min 6 max FLUORESCENT LIGHTJ% b HR Handrail WD Wood NEW DOOR Ofi N HR FR Hour Fire Rating WR Waste Receptacle KNEE&TOE CLEARANCE FIXTURE Fig. 404.2.3.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS WWM Welded Wire Mesh Q--DOOR TYPE SEAL SHEET N0: 1 OF 6 4 North SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY Z — \ O / \ \ \ \ l mom \ N \ ISSUE: AFS CERTIFIED TO: NUMBER DESCRIPTION DATE BY 0i1 DSG-01 SUBMITTAL 8.2916 GS DESC0.2 ISSUE FOR BID 1 .30.17 GS JOB NO.: 2016-261 03 ISSUE TO PLANNING BIRD 11 .02.17 JF MAP N0:T D FILED: SUFFOLK COUNTY, NEW YORK REVISONS: 20 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1" = 40' DATE: MARCH 12, 2013 LOT AREA: 50 860 SOFT. = 1.168 ACRES ELEVATIONS HEREON REFER TO NAVD 1988 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS REVISIONS: LICENSE N0.:050363 NUMBER DESCRIPTION DATE BY • 0i1 CELLAR DWG ADDITION 10.5.16 GS �` ° • • HANDS ON SURVEYING 02 PER DOH COMMENTS 11.21.16 GS 26 SILVER BROOK DRIVE N 03 PLANNING BIRD. COMT'S 10.30.17 JF • FLANDERS, NEW YORK 11901 ` TEL (631)-369-8312 — FAX:(631)-369-8313 MARTI I HAND LS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ° CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. • DO NOT SCALE PLANS ARCIHITECT OF RECORD Terjesen Associates, Architects �~ 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 � � r RAI � E-mail:info@terjesenarchitects.com co a IT & MECIHANICAL ENGINEER acv, S 104840 w 35028 y y kT�l STRUCTURAL ENGINEER INIUAC 0 C!�" S 70'4840 w 15 "% 16 PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY APPROVED BY � _ s DRAWING TITLE PLANNING BOARD p [ C E� E EXISTING SURVEY I TOWN OF SOUTHOLD I,10V 0 0 2017 c DATE 13 20 I Southold Town Planning Board i IBJ DATE 11.2.2017 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF �)'D AIDC SCALE tj DC7 DRAWING NUMBER sT� 68 � A-010 . 00 OF N SEAL SHEET NO: 2 OF q LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS o QNorth 75.38' A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' P X 4SurgiCenter NEW GRASS AREA � P e ��' b x a A/C W � ra a a FENCING FENCING ' 4jN o P a a 15'-2" 4s'- " M � 700 BOISSEAU AVE, SOUTHOLD, NY a a NEW GRASS AREA 0 0 o P A I Itil A 11 A I I 1 11 11 1 1 11 11 11 11 11 1 1 1 11 a 1 11 1111H1111111 I I 1 11 1 11 1 0 1 0 11 1 40 ER) lll EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - .7' 18 17 18 15 14 a � I CO PATIENT b ENTRANCE SIGNAGE r o DUMPSTER g >, s FENCING o R°W o Q ► "'_ „�-`_ X3;8 P rN b ,, ' ► , = o CURB INLET � ''�� ' = = F�-OFF NOTES ` Q ` �� PATIENT Z FULLY SHIELDED STAFF DROP OFF 1. THE BASEMENT TO BE USED AS STORAGE ONLY & ANYWALKWAY OTHER USE WILL REQUIRE AN AMENDED SITE PLAN �d �ry BOLLARD ENTRANCE o HANDICAP ISSUE: a (TYPICAL,12) o ACCESSIBLE o NUMBER DESCRIPTION DATE BY APPLICATION. ROUTE o 01 DSG-01 SUBMITTAL 8.29.16 GS 2. THIS MEDICAL OFFICE IS FOR USE BY NO MORE THAN TWO 02 ISSUE FOR BID 1 .30.17 GS PHYSICIANS / DENTISTS AT ANY ONE TIME. MORE THAN TWO 03 ISSUE TO PLANNING BRD 11.02.17 JF AT ANY TIME WILL REQUIRE AN AMENDED SITE PLAN TO EVALUATE PARKING REQUIREMENTS. a 08 07 os 05 04 03 02 01 � 72: 3. EMERGENCY GENERATOR TO BE ENCLOSED IN SKIN-TIGHT VANDAL-RESISTANT, WEATHERPROOF STEEL HOUSING (SEE SHEET E-802 SECTION 2.10 FOR (FULL SPECS), WITH A LEVEL 2 09 Q- ACOUSTIC ENCLOSURE. � �d �� J 3g�31 a7 4. SOUND LEVEL MEASURED AT 10 FEET FROM EXHAUST e 10 11 12 13 o Q � REVISIONS: DISCHARGE AFTER INSTALLATION SHALL BE 85 DBA OR LESS; P a AVERAGE SOUND LEVELS WITH A LEVEL 2 ACOUSTIC o P 3p °n a �0 NUMBER DESCRIPTION DATE BY ENCLOSURE IS 711.1 DBA @ A DISTANCE OF 23 FEET. 0"I CELLAR DWG ADDITION 10.5.16 GS v a 02 PER DOH COMMENTS 11.21.16 GS 5. EMERGENCY GENERATOR TO UNDERGO DESIGN PROTOTYPE TEST, FINAL PRODUCTION TEST, AND ANNUAL WALL o a P a CURB INLET o P 03 PLANNING BRD. COMT'S 10.30.17 JF SITE TESTS BY A LOCAL REPRESENTATIVE. THE ENGINEER, a REGULAR OPERATORS, AND MAINTENANCE STAFF TO BE a 0 NOTIFIED OF THE TIME AND DATE OF THE SITE TEST (SEE E-801 SECTION 1.06 FOR FULL SPECS) a NEW GRASS AREA SIGNAGE 5� oQ TOP VIEW P" o Q a Ctk'.3j';{�.� ! �x.otadval P� • a NOTE:ALL CURB CUTS AND DROP CURBS TO CONFORM WITH a d DO NOT SCALE PLANS '" UFAS(UNIFORM FEDERAL ASSESSIBILITY STANDARDS) ioo eo�sseau — yy SECTION 4.7.1 THRU 4.7.8(SEE DETAILS ABOVE) ARCHITECT OF RECORD **Opti 3/4"Thicketters** X °o 36" NORTH FORK 3'x 8'Wide o P APPROVED BY Terjesen Associates, Architects Single Sided 24.Sq.Ft. olntn '3[c shall y SURGERY CENTER Single Sided - i i not teed 1:20 slope= Y'x v a PLANNING BOARD 248 UNest 35th Street 11th Floor New York, NY 10001 56"Overall height off ground Cf) U LJ where X 4% a Ievei plane EHF Wood 4"x 4"CCA Posts with Cement 212.239.1526 Fax:212.736.7899 With PVC 5"x 5"Sleeve TOWN OF SOUTHOLD E-mail: info@terjesenarchitects.com Placed behind the signs #6 REINFORCING BAR l I stet DATE b 20° rh �. ,< C L ENGINEER .:� � � F FRONT VIEW ,.,, •"" tea' A L " FIG.11 MEASURMENT OF CURB RAMP SLOPES (UFAS pg424) �a SIGN TO BE UNLIT. PREGAST GONGRETE WHEEL5TOP5 The romp slope is a ratio equal to the 5EE 51TE PLAN S0ALE:II/2"=1'-0" vertical rise divided by the horizontal run. The adjoining slope at Walk or S" WIRE MESH I/2" EXP.JT. street Shall not exceed 1 :20. 1/2"DIA 8'LONG 51DEWALK I" 311 4„ PREMOULD JOINT FILLER STRUCTURAL ENGINEER ASPHALTIC CONCRETE �. 4 GONG. 5IDEWALK —�� TOP COURSE REPAIR 5'-0" _ — — " . WIDE PER DOT ASPHALTIC ° d i m REQUIREMENT 3/4 EXP.JT. _ _� CONCRETE �. _ "-�'" m~ — — d d d BINDER COURSE I � _ — 4 NEW STEEL CURB ° ° ° — — ° ° PROJECT d ° SEE WALL SECTION - o ° 00 040��o 00 o0 40 - i n d a ° ° °00 O I/A'I08 O _ o `Do0°8 O° 6 oo l°Oc,O 00 0� —COMPACTED `�p -"" 400040 0 - - - - - - — — — - - _ 0 00 O 00 0 oo 400 00 °0 o AGGREGATE BASE ,- - 4-0 ° a o _i (V. - GRAVEL 0 °0800000000 00 0O0° ° 0 `. `r }:.,, a o 0 _ 40 �� o << 0 8 North Fork Sur iCenter COMPACTED �u_ _ d ° o ° �o ° o O SUBGRADE x '� PARKING LOT _� 8 0 °00000 °°�0000 °°00 0 O o / /,.•F ` r/ 5'� -•- hared- aide Z ° STREET--REPAIR 700 BOISSEAU AVENUE '._ 0 3'-0" WIDE PER DOT ASPHALT PAVEMENT `__.. Q+8.3% °° ,o REGUIREMENT5 _ °4 + . SOUTHOLD, NY a °. 00 4 BASE COURSE 5GALE:11/2"=1'-0" 5.3% 5.3% FIG.12a FLARED SIDES (UFAS pg424) all DRAWING d DRAWING TITLE 5EALANT If the landing depth at the top of ar1IJRH E C E 0 V F � PREMOLDED FILLER # curb ramp is less than 48 inches, 51DEAALK SITE PLAN NOV then the slope of the flared side shall RAMP �J D 6 2017 CONCRETE 6° PAVEMENT not exceed 1 :12. MLE TION DROP CURB STEEL CURB DETAIL (TYP.� Sou?haldTown I :1 I/2"=1'-0" SGALE:I 1/2"=1'-0" Planning Board a ' WELDED DATE ° EXP JT aoO'Go o •4. A5PHALT W/5EALANT WIREMESH o o WELDED EXP. JT. 11.2.2017 °O �oo00 PAVEMENT 8�3% 8.3/o WIREME H CONSTRUCTION JOINT PLANTING BED PROJECT NUMBER Oo � z EXP. JT. BRICK PAVERS SET IN SAND o� O oo •, , ° • X a • .X O 8.3� �jI.,\'— y 3258 Q o o\) o .e . ...a n• 51 DEWALK Q d° ��j��%��%��j��j\ \ O° OOO\O •, Q° • ° °' ' a Q • - O°00 o O O O ° •� 04 OO a ° .d d° ^ X -4 DRAWN X p Q a a \�\�\�\�\/�\/�\/\ DRAWN BY ° 00 ° O 0 ° • • O 0 O o O O ° o OQ�O OoO� /� Oo 0 0 000 00 0 o O po 0000 0 0 000 O o ° Oo 000 ° 0 0 00o ° Oo 0000 ° 0 0 0 0 O RP/GS/JF 00 00 °o00 `vl 000 l/00 00° O O o O - 00 O o O O 00 O O 00 O 0 O o 0 0 0 ° 0 40 °°8 ooO o ° ° POROUS PAVEMENT o°° ° ° °°° oo ° ° $°8 o � 0 b O 0 0 80 0 08 0 i n �80 �°� ° 0 0 4 0 8 °� ° 4o0q':o .. ,a . 40 °°8 000 40 °°8 °00 o a o0 �' o o O c� 00 O B O 00 00 O O o o0 4o IDA' 80�° O o O O 4-0 GUT 40 40 o ° 40 00 o O� oo Oo R 0 0° o O o 0° °O o 0 80 0°°°�°o o o °o o O 400 000 � R" C ,� SCALE 00 8 0 O Oo 0 00 ��`'' 1/16" = 1'-0.. DROP SLAB DROP SLAB DROP SLAB Utr �� t DRAWING NUMBER 8„ PEDESTRIAN CURB GUT5 AND RAMP m &50A ONGRETE 51DEWALK EXP IT E 5GALE:1/4"=I'-0" 6° 6" i9" * LE:I I/2"=1'_0" �� °268 �� A-050 . 00 COMPLY WITH AL_L NYG DOT (D�AVEMENT EDGE DETAIL CONCRETE PAVEMENT GONGRETE/BRIGK EDGE DETAIL CONCRETE EDGE DETAILpPNN 51TE CURB DETAIL REQUIREMENTS. NOTE: PEDESTRIAN DROP CURBS TO BE ALE:1 I/2"=I'-o" SGALE:1 I/2"=I'-o" J SGALE:I I/2"=I'-o" @5r-ALE.1 1/20" (5D50ALE.1 1/2"=1'-0" 5ROOVED PER ADA NYG REGUIREMENT5 SEAL SHEET NO: 3 OF North LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS 01 SurgiCenter NI N 75.38 AIC UNITS 0 DUNNAGE 12 ABOVE 100 YR FLOOD LINE 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' a 700 BOISSEAU AVE, SOUTHOLD, NY /- NEW GRASS AREA FENCING FENCING AIC w �N o a AIC o NEW GRASS AREA 0 a c7 b EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' .. e oo e o CO PATIENT a � o ENTRANCE SIGNAGEEXISTING TREES DUMPSTER , p TO REMAIN(TYP.) FENCING 04 9,011 C14 o C �LLC—F B INLET - , . _ . :,;, , �� - �� ISSUE: TREE TO BE REMOVEDPATIENT NUMBER DESCRIPTION DATE BY _ (TMP) FULLY SHIELDED OFF DROP Z o Q WALKWAY STAFF Z HANDICAP 01 DSG-01 SUBMITTAL 8.29.16 GS ENTRANCE BOLLARDACCESSIBLE � 02 ISSUE FOR BID 1.30.17 GS ( TYPICAL,12) DOUBLE ROW 2"MIN ROUTE 03 ISSUE TO PLANNING BRD 11.02.17 JF CEDAR TREES o PLANTED AT 10'-0" O.C.INTERVALS AS PER 280-94.0 L (_ TREE TO BE d �,L'• 4 REMOVED(TYP.) b 08 07 06 05 04 03 02 01 441 4 09 j REVISIONS: NUMBER DESCRIPTION DATE BY 10 11 12 13 14 0 01 CELLAR DWG ADDITION 10.5.16 GS G 02 PER DOH COMMENTS 11.21 .16 GS o o Q 30:O" CID 03 PLANNING BRD. COMT'S 10.30.17 JF n ISTING TREES P CURB INLET TO REMAIN b � a Q 4p,p„ NEW GRASS AREA 0 1 NEW TREE PER 40'-0"AS PER DO NOT SCALE PLANS 280-95.13 �0=01, ARCHITECT OF RECORD b Terj esen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 oa E-maiil: info@terjesenarchitects.com d MECHANICAL ENGINEER STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter APPROVED BY 700 BOISSEAU AVENUE NOTES PLANNING BOARD SOUTHOLD, NY TOWN OF SOUTHOLD - EXISTING TREES NOT ON PARKING LOT AND DRAWING TITLE CONSTRUCTION ACTIVITIES TO REMAIN. DATE - NEN TREES TO BE' PLANTEDSPACES PE BEATER THAN 10'-0" ` PLANTING PLAN ALONG NORTH EDGE OFSITE EXIST PER2804C NOV � 6 2017 L� - ALL NEW TREES TO BE CEDAR. `_C � Southold Town Planning Board DATE 11.2.2017 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF �ke®A&C.�r SCALE `C <C-1 1/16" = 1'-0" 4✓ U n DRAWING NUMBER ozo A-051 . 00 �� SEAL SHEET N0: 4 OF l GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTIOINNorth 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPE 2 A WITH ACST INSULATION( .O.N.)U Fork — — — — EXISTING WALL TO BE REMOVED EXISTING CONSTRUCTION 2. ALL CHASE PARTITIONS SHALL BE TYPE< A AS INDICATED. TO REMAIN 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE SurgiCenter NEW PARTITION &MR GWB ABOVE, A ��SOUND INSULATION WHERE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN 700 BOISSEAU AVE, SOUTHOLD, NY 01 INDICATED STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 2hr INDICATES PARTITION TYPE 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED FIRE RATING WHERE INDICATED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. C EXISTING DOOR TO BE REMOVED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT FX EXISTING DOOR TO REMAIN ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13A(U.O.N.). (EX) EXISTING O 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. � ti �jW NEW DOOR AND FRAME 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE ma�� DOOR TYPE AT ALL SCREW HOLES AND JOINTS. r INTERIOR ELEVATION INDICATION 00 INTERIOR ELEVATION NUMBER N 01 XXX ROOM TAG —ROOM NAME= 000 ROOM NUM13ER SF —ROOM SQUARE FOOTAGE ISSUE: 1 HR FIRE RATED PARTITION NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 03 ISSUE TO PLANNING BIRD 11.02.17 JF OEXTERIOR STAIR 1EXISTING GAS �� METER U _ ° k T-8" 0. 51_8" 71_O11 NEW WATER REVISIONS: HEATERS CV NUMBER DESCRIPTION DATE BY 00a ATS a _ EXISTING SUMP 4s cO WAT R 01 CELLAR DWG ADDITION 10.5.16 GS AHU 42 SF -' HEATER , 02 PER DOH COMMENTS 11 .21.16 GS PIT TO REMAIN � � VACUUM B3 79 SF 03 PLANNING BRD. COMT'S 10.30.17 JF 45 88 SF B11 166 DISTRIBUTION I Na PANELI hv AHU 62 NEW MECH DO NOT SCALE PLANS ME M DGP a7 105 SFLj ARCHITECT OF RECORD \ UP BASEMENT DOMESTIC WATER 0 Terjesen Associates, Architects as BOOSTER PUMP \. 248 West 35th Street 11th Floor New York, NY 10001 1739 SF _ 64 y N 212.259.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com s FLUE IN EXISTING CHIMNEY MECHANICAL ENGINEER \ S RINKLER \ 12 1-011 49 73 SF i B5; SPRINKLER BOOSTER PUMP °O STRUCTURAL ENGINEER �. \... .., \\.. .. \ .,\s \ 1 \ \ \ \\.. \ s ,.. s.. PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE CELLAR FLOOR CONSTRUCTION PLAN- SOUTHOLD, NY SCALE: 3/16" = 1'-0" DRAWING TITLE AREA: 2410 SQFT (NO CHANGE) CELLAR FLOOR E C r CONSTRUCTION PLAN NOV 0 6 201* APPROVED BY Southold Town PLANNING BOARD PlanninnRnard TOWN OF SOUTHOLD DATE 11.2.2017 DATE t 1 3 Ito 1 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF ?'SD A&C,c',� SCALE 3/16"= 1'-0" (} DRAWING NUMBER ' M 0268 © A-200 . 00 OF N� ................. SEAL SHEET NO: 5 OF X GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES " 1. ALL GWB PARTITIONS SHALL BE 5THICK,TYPE O WITH ACST INSULATION(U.O.N.) SYMBOLS DESCRIPTION orth - - - - EXISTING WALL TO BE REMOVED 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 A AS INDICATED. EXISTING CONSTRUCTION 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE TO REMAIN &MR GWB 4. ALL ABOVE. NEW PARTITION FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN SurgiCenter STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 0INDICATED —SOUND INSULATION WHERE 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 700 BOISSEAU AVE, SOUTHOLD, NY 1 A 2hr INDICATES PARTITION TYPE OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. FIRE RATING WHERE INDICATED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL C EXISTING DOOR TO BE REMOVED HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13 (U.O.N.). Ex EXISTING DOOR TO REMAIN (EX) EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE AT ALL SCREW HOLES AND JOINTS. ~ o�J NEW DOOR AND FRAME r m� DOOR TYPE INTERIOR ELEVATION INDICATION 00 GENERAL NOTES N 01 INTERIOR EL-EVATION NUMBER 1. MEDICAL GAS SHALL HAVE ANESTHESIA SCAVENGING SYSTEM TO BE EXHAUSTED DIRECTLY TO THE OUTSIDE. XXX ROOM TAG 2. ON-SITE STERILIZATION TO BE DONE WITH A DESKTOP STERILIZER.ALL OTHER STERILIZATION TO BE DONE _ ROOM NAME OFF-SITE AND PREPACKAGED. 0003 ROOM NUM13ER SF--ROOM SQUARE FOOTAGE ISSUE: SEMI RESTRICTED AREA NUMBER DESCRIPTION DATE BY 011 DSG-01 SUBMITTAL 8.29.16 GS RESTRICTED AREA 02 ISSUE FOR BID 1 .30.17 GS 03 ISSUE TO PLANNING BIRD 11 .02.17 JF 1 HR FIRE RATED PARTITION DIESEL A/C GENERATORI WINDOW PROVIDE NEW 2"X10" A/C WELL JOISTS AT 16" O.C. W/ R30 BATT INSULATION IFOR SEE A603 WINDOW WELL REWISIONS: &3/4" PLYWOOD DETAILS o 4--L UNDERLAYMENT �\ WINDOW NUMBER DESCRIPTION DATE BY ` �� . ' : �. W %\L"! : �.. s. „o: �., �. w: 01 CELLAR DWG ADDITION 10.5.16 GS \: I �� t — -- --ANNW o ER D H COMMENTS 11 21 16 GS J`: 1 J I { � '� . I - . I i,'�I .� I '�-- I1i: . Ail1 lip 1 . ��1 I''I 1 . '� ` II' € PATIENT A A \ , J I 1 - I 1 - I - I I -' HANGING 03 PLANNING BRD. COMT'S 10.30.17 JF A. , � . 13 n „ 13 13 is ,.•'`.; .,' :^ �:'`. n, , -:: ,` u '';% ,`' t n n n �_ n 11 � t t I 'i I a t „ „ " n , n �. k : '15-0``�,' `�: `,.. ``' 1a-1 ,f .. f :' ;` �, 8 0 � 1 I -- ---- € 11 g�_p 8-9 8-7 8-8 J', .: •::• 9-0 I 8-0 I I � 8-0 I 8=0" 8-0' 8=0 8-0 � 9-0. - - - - - 30 SF \\ ,\. n „ n I 5�6 5�6 5 a6 5 (i 4-0 0 > 4-0 d 5'�3 5�6 5'�6" 5'�6 CLASS B .�. STERILE - u \' .R. �' o E ' % s I I j I I I "I I aI I E b� I �1', rY --JI 0 STORAGE ;' � i �� I CG • 112 n„� `i'`' :`�.,:' `�. � 'ij'%` I k u 1 I I 1 I' k I _� 1 �II• _.� I �'._ ?� < o WINDOW _. =� — — —�-' = {-} ♦ — ;`'� 280 SF'.`::r:;`'..`<` .: i' F 101 SF ,'iJ -w -` . „`',.' :�` ^ � ' 'f : PRE-OP BAY#1 PRE-OP BAY#2 PRE-OP BAY#3 POST-OP BA #1 1 POST-OP BAY#2 1 POST-OP BAY#3 POST-OP BAY POST-OP BAY#5 POST-OP BAY#6 PATIENT EXAM CONFERENCE WELL _ x , ,.. \ .. I I I I I I LOCKERS 06 / /MULTIPURPOSE ✓, '�`< ':< ,`,;. ; ' \` ` '' ` : .� f '`':'.'t ♦':'`:' :'` !. .'':'' ( CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT o CLR SQ FT CLR SQ FT < i'- 87 SF 5 / / / / / / / 1° 'r.� % ' r� = 90 SQ FT , = 80 SQ FT , = 80 SQ FT , = 80 SQ FT = 80 SQ FT , = 80 SQ FT , — = 80 SQ FT o , — = 80 SQ FT — — _90SQFT — _ , 30 SF - III 3 112 „` ,- T `. 20 .: - - - - - - — — — — — — — — — — — — - - - - - - - - - - - - — — — — " -. A' FEC'JCG CUBICLE CURTIAN - - - CGr ,CG CG _ \ OFFICE A.\ ♦ 3 TRACK(CCT), TYP. ? °OILL _ DO NOT SCALE PLANS _ ACROVYN DOUBLE LOCKED € CG � ARCHITECT /KX TOILET EQUIPPED W/ o 4''. "�. ,:; SEMI- 19� E 1511 WAINSCOT, TYP. PRE-OP/ OF RECORD 4 -' i:.>,r'•.. '•,♦''' '' /(.' . '':_" l'' ;RESTRICTED,•`; WHEELCHAIR& NURSE BED-PAN-CLEANING MED STORAGE \ T_ �, «� , 18 A NURSE RECOVERY A %� : .' CORRIDOR -i�/ DEVICE cG 3 s +' ' `` Jih ` STRETCHER SUB-STATION -STATION 12 2 "; 25 U.S. 17> ;3� Terj'�esen Associates, Architects 3 su B L�i j' € STORAGE #2 r., -- 3 f 1 #1 sF ;: : .. ,,. 1 ` ♦:...� er 262 SF �.. ,�......,�.... ..,a_. , rw..- _��-- - - _ _ __ 3DRINKING w or 0001 V 23 (.. HS �,�rr FOUNTAIN WAITING '� � 5 8 � - 1 8 1 i 248 West 35th Street �� a _ _ _ __ =--1-7SF j. ;r o� - O n _ _ �i.� gyp. I\_ DIST. f See 11th Floor New York, NY 1 i -- RASH 1 C H I n LEAN 1 STATION '%. S C oz �_ - EXISTING I_ 'i - 3 -- 212.2 � ,�` I : � I 39.1526 Fax: 212 ''I �. _ aD a .736.7899 \ ` i'• SC_RU - - 'I\ ,.� - 0 SOILED / _ 1 , ". V - �. ' `,. �I LINEN �� U. 367 SF .CART, __ - i. 09 �. ADA ., �F 1 ��: STA LDINd ' srNl< `. '�. . 'irA �r!v! 19 53 SF R F. CG E-mail: info@terjesenarchitects.com _ A LE f' N ET/ zo /(_0 @ J12SCRAMP„. „. �....M, TOILET STORAGE 11 ; N -- ,,,1 TOILET 11TO I L >'. III \ I- `` ` ^' GENERAL ,J` 39 SHOWER - :€� 31 sF _ _ y. 22 . _ III 21 'Q: i� - �' '%. SF � 5-8 5 16'6 EQUIP. '.` 35 �._ ., I tl - Y 3r.sF:.:::''r MECHANICAL ENGINEER - _ .1 /,'v: I 30 sf III 3'9 RAGE --� i` STO _.i � n 10 ;8'-1 o II � �. I PUBLIC r\. - _- - -�- EXIST. � � PUBLIC�.+ f v A /. $F: ,' : / 63 J J ,` /' /,'' TELEPHONE "::...: r �. /J' - 2a ..,. - STAIR � 1 TOILET .... ,. , . , f,. \. /. J • J J 7sF, wr'” r:`.•J:; ACCESS / ,` %` . 135 a o5 ..:. •` 30 `J`` ,-1 � � ENDO � A FEC i i cG 31 GENERAL ..•x:`'\ :.; ` ,` • - J` 62 SF. SCOPE L J 35 SF.. i - 1 13 iJ A' / — --- 'f J{ E UIPMENT ' o O` Q ACR I : o ::. J RID PR OCESS - COR 0 22 F R ss a� x 3 STORAG 6-0" :I: 5 r' t o I � H 2 A G T' 34 + \: WAIN' CO TY ,� S J` N 16 1 co .. . 37 4 :' 2 .'•. .\ `i 27-10: � n D- _- y' 93 SF - 26 SF u � 6-11" f. ` .t 1 J --- r'' 24. ,( 25 26 21. STRUCTURAL ENGINEER r`/`:<,. o W` ,` GENERAL CLASS B ; \• H pG ; SUB %": TAFF - ADMINISTRATION C R/ �'`` 09, RECEPTION �,''; \ 1 SWR i STERILE '$TRERLIZATION ANESTHESIA, EQUIP. S _ 1 I—--f o3 COVERED :C ' .rJ� \ O.R. 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STAFF WELL INFILL EXISTING EXISTING OPENING GAS �, STORAGE 700 BOISSEAU AVENUE OPENING uP ;r, O 40 � 37,- IFOR SEE A602 SOUTHOLD, NY 56 SF DETAILS WINDOW '-6' 5'-6" • • • • , WELL UP EXISTING DRAWING TITLE STAIR 1ST FLOOR � � � � � EXISTING UP CONSTRUCTION PLAN NOV C 6 2017 UP Southold Town L Planning Board PATIENT DROP OFF DATE AT GRADE 11.2.2017 PROJECT NUMBER APPROVED BY 3258 DRAWN BY PLANNING BOARD RP/GS/JF TOWN OF SOUTHOLD SSD ARC A/1 SCALE FIRST FLOOR CONSTRUCTION PLAN r DATE 1�j IZ01 ,cn` ren 3116"= 1'-0" SCALE: 3/16 - 1 -0 cr C3 rn DRAWING NUMBER �"� ,Ik r AREA: 5564 SQFT (NO CHANGE) � �26s F _ Ff=i �� A 201 .00 Ot~N .......... 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EL2-WALL MTD. 3 3 z t 0.3 0., a, o.o 00 0.0 0.0 o.a o.a o.o °.° e FIXTURE(4) a ISSUE: 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 O Q 1.8 1.9 2®. 1.9 1.9 1.9 1 8 1.8 1© 0 Q Q ° ,4 3.3 2., � 0.3 o.z D.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 NUMBER DESCRIPTION DATE BY 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 03 ee O ® O O O O O O © Q a 0.4 0.4 D3 0.3 O O 0 O O O 030 4 3 2 D 0.2 D., 0.1 D., 0.0 1.0 1.1 0.0 0.0 o O . .0 o -FULL CUTOFF 01 IDSG-01 SUBMITTAL 8.29.16 GS Ew Ew ElJ LIGHTING(8) 0.0 0.0 0.0 0.0 OX 0.0 0.1 0.1 0.3 0 9 0.6 0.7 o.e o.e 0.4 o.e s, 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 e o i.7 9 13 0 0 ® (D o p o ° ° ° ° 2.4 3.2 1.B 2., 2.9wo3. 0 3.4 2.9 2.5 4.0 4. 2 2.g @ e 02 ISSUE FOR BID 1 .30.17 GS EL3 E" E� 03 ISSUE TO PLANNING BIRD 11 .02.17 JF 0.0 0.0 0. 0.0 0.0 0.1 0.1 0.2 0.2 0.{ 0 9 O 9 0.8 o.e 0 B �� 0.7 „ 0.2 0.1 0.0 0.0 0.0 ° ® , e s t.s 1.s e Q O O Q Q O ® O o 0 0 ,.e 2.s 2.9 3.3 z. s 2. 3.4 4.i 4,0 3.0 2. 2. 3.1 2. 3.3 3.0 2., 2.9 3.2 3.5 2. 2Q 1.s o ° ° e E, 0.0 0. 0.0 0.0 0.1 0.1 0.i 0.1 0.1 0.2 0.3 0 9 0 9 O O O @ O @ O O Q %2 " OO Od9 O0.2 0.00.0 0.0 e ,,, ,, ,.e 1.9 +Q ® Q +. to 1.8 +Q. Q m 6 O t.7 2.0 2. 2. t.s 1.B 2. 2.4 2. 2.7 2. z 1.9 2.1 2. 2. 2. 7.9 2., 2 1.9 . . . .LIGHTING SCHEDULE OO 0.0 0.0 0., 01 01 0.1 01 0.1 0.2 ® 9 O C ® O 03 01 0.0 0.0 Q 1.8 ,. Q ,. 1.8 1.9 1.9 1.9 ,. ,. . . . . . ,.a1.BI . 1.9 1.8 1. ,. 1.8 1.8 1,8 1.8 EL3 EOLLARD ,. , 1.8 1.8 1.8 1.8 1. ,. d 1}- 1r- 1�,^I LIGHTING(12) YPLL DESGR I PT I ON l D.D D.D D, D, D, D, D., D, �2 Dd9 � °69 a ,.B ,.B ,.9 ,.a ,.a � ,© o 0 g 0 ® 0 °09 ® '�' 19 0 0 14 l� 0 � 9 ® 0 0 O °O9 � ,.a - 1.9 i.9 9 t.g 0 �2 D.D D.D D ELI RAB LIGHTING ALEDFC10�4Y - 3000K o.o D.D o.o o, o, 01 0., o.z o.a 0 °0 (B 1.e ,.s ,.s 1.s a 1.s 1.e ,.e 0 p p p 0 °pa °O9 ® m O � Q � � � o °'' °d' °o' � 1.B ,.s ,.e 0 0 01 0.0 0.0 RAB LIGHTING SLIMFG37Y - 3000K 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 023 0 , 1.9 1.9 1.9 1.9 ,. +0�+ 0 a ,. ,. ,.. , 1.7 ,. 1,8 ,. , , 09 0.8 0.a 0.1 0., 0.0 0.0 EL2 O O O O ® O 0 O O O O ® O o o ,.s 1.s ,.e O C FOCUS INDUSTRIES COPPER LED BOLLARD PATH LIGHT - 3000K 0 '0 0 .0 0.0 0 .0 0 10 °'' °'' °..' °'' °'' 0.z O O O O 0 O © ® O ® © O © O O O O O © ® �d'-4 ° p Q 1.B t.9 ,.e 02 °..' °' °.0 7 REVISIONS: EL3 '[!) 8 1.8 1.B 1.8 � � ,. 1.B i. ,. ,.. ,. ,. 1.7 ,. 1.8 1.9 ,.9 1.9 1.8 ,. ,. � J m c 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.7 9 0.1 0.1 0.0 v0 LIGHTING NOTE'S o Q e r,� Q Q 1 e 1 s 1 s � � 1 e 1 e e 1 e s t o , t.s t ,® p 0 � 1.e 1 B 1 a .e p NUMBER DESCRIPTION DATE BY 0.0 0.0 0.0 O.0 0.1 O.1 a7 09 Da D.1 01 CELLAR DWG ADDITION 10.5.16 GS o ,.• � o o � .9 1.9 1.9 1. ,. - a E�, ' ,. , ,.9 ,.9 1.a o 02 PER DOH COMMENTS 11.21.16 GS - UNITS SHOWN ARE FOOT CANDLES. °° O O O O O Co O O O O O O O ® ® O p o °:' ° ° o '. ,.B ,e ,.9 ,.9 ,.a ,.9 ,.9 ', ,.9 ,.9 ,.9 9 ,.9 ,.s ,.a ,.e '. 03 PLANNING BIRD. COMT'S 10.30.17 JF - PHOTOMETRIC ANALYSIS CONFIRMS 0.05fC ARE NOT 0.0 0.0 0.0 0.0 0.0 0.1 0.2 D.3 07 De 09 ° 0.4 0,0 . e o Q , L, a 1.e ,.e 1s ,.s 1.0 ,.s 1.s 1s a 1.s 1. ,.e ,. p p O d p � ,. ,.e � o EXCEEDED ALONG LOT LINE. -ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED O.0 0.0 0.0 0.1 0.1 D3 0.3 ° O 1.8 1.9 1.9 1.9 1.9 1.8 1.8 8 1.9 1.9 1.0 1.8 ,� Q p O O O Q ® 0.3 0.1 0.0 0.0 OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS AND / OR WHEN NOT IN USE.. 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 03 0.2 .. o, ea • a 1.8 1.9 1.8 1©. 1©. 1.8 1.9 1.9 1.8 1.8 1® t©. � O O o 0 o O 0 0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.a -� 0,8 a.a o• 0 0.4 0.3 0.2 0.1 0.0 0.0 ., O 1.B t`E`',. (i.e Q 1.B ,.9 t.s 2.0 ,s i.a 1.e t©. ® p O o 0 e LIGHT FIXTURE SPECIFICATIONS D0 °° °° °° 02 D2 0.8 O e 1 s ,s ,s e ,.e 0 °o' ° 0.3 0.3 0.2 0.1 0.1 0.0 COT6 LE,D y , O�HOgRy o.0 0.0 O o 01 0.1 01 01 0.2 0 0 ® 1.7 8 is 1 a ,.9 t e 1.a 1.e 1© 0 0.4 O.z 0.2 01 01 0, 0.0 ....... .... ....... _..... .. 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 %4 . 0 9 °., 0.3 0.2 0., 0.1 0.1 0.0 0.0 ® ° DO NOT SCALE PLANS 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 o.e • O 1.B Oo 0.2 0.1 0.1 0.1 0.0 0.0 ARCHITECT OF RECORD 0.3 0.2 0.1 0.1 0.0 0.0 0.0 • ( 1,8 1.8 0 *01 s • 5...: 0.0 0.0 O.0 0.1 0., 0.1 0.1 0.1 0.1 0.2 0.2 rL1 (QUANTITY : 8) O.[ 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.8 07 0.1 0.2 0.1 0.1 0.0 0.0 0.0 Terjesen Associates, Architects p � � o ° 248 West 35th Street 11 th Floor New York, NY 10001 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 oe o.s 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 .:. 0 212.239.1526 Fax: 212.736.7899 °.' 0.2 0.2 °.° E-mail: info@terjesenarchitects.com I'- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0., 0.0 0.0 0.0 0.0 MECHANICAL ENGINEER 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 170 Cutoff mounitog.ioounts to square steel poles at 20-30 ft.up to 4 fixtures per 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 pole.Patent Pending thermal mans7,ment systel??,100.000 hour L70 lifes;aan.5 0.0 0.0 0.0 0.0 0.0 0.0 Year Warranty. Color:Bronze Weight:26.0 lbs STRUCTURAL ENGINEER 0.0 0.0 0.0 0.0 S U M F 37Y 37,57 and 62 Weft$'_IAA Wallpanks are de signed w clover ttte Color.Bronze footprint of most t wi ioml wallpacke. They are sultabls for mounting heights from 20'to 301,and reptoce HID wattagas from 200W MH to PROJECT 32OW MM. TheE4 ult a4Vh efticlancy fixiv,res are uvallable in cutDff North Fork SurgiCenter or Rrll outaff rraodela. �. ::... ..:_ L2 (QUANTITY : 2) RNI 700 BOISSEAU AVENUE LED Inca Dfli/�lt Info '\ SOUTHOLD, NY Watts: 371Y Type: Consent Cures t Color Temp: 3000K(Worm) 12oV: 0,31A ColorAccuracya 82 208V: 0.19A LypLlfr»sp�ln; 100000 240V: 0.18A DRAWING TITLE - - LMT9 Lumens: 2,270 277V: 0.1�IA LIGHTING PLAN Effioacy: '82 LPW InputWAttl;i: 37W F;Mclency, 101% NOV 6 2617 APPROVED BY Southold Tovm PLANNING BOARD _._...__ € Product Hon Planning Board l Fil'aiefr,Capper,topper Acid Ru%6,Copr;!r Acld Verde TOWN OF SOUTHOLD DATE . . 11 3 2017 l atl DATE PROJECT NUMBER Material,Copper Sleek,cylindr€c+al body \.. 3258 oat to v4thstar)u the ouWoor elements C`1 w Mounts directly Into the rroijnd with 4 ABS:'stabilizing fills l DRAWN BY Write high-impact acrylic lens RP/G12 • Life expectant` up 0 10,0 0 hours for halogen light E3 (QUANTITY : SCALE JF Ll'e e ertanr.� up to 5a,oa0 h€)urs for LEI)light ) �Q A� p � CSCALE • 'd€at ter light dist ilauti€an • Connects to s 12v landscaping elft,°ill system �" /� 1/16° - 1'-0° Trer€sf(rs ,�r l 1lecessory but nit includPd U DRAWING NUMBER R ETI.Usted Dante rrt e •�l��rti991t'® :�)(erir� .',�' C� Rada In ItSA6s ' " F� A-800 . 00 Dimension Fi.. .re Height:K",Pl rn r 3"'; 5hok%?n in Capper Acid Rust finKh SEAL SHEET N0: 8 OF E i ! iI i 1 iNorth Fork i I kms, Sur f I i ; i rr _ u: ',' a.., •.__.. : . . ,e.�" }w,''--'re., s.�.,, � •', - x,,,ya j, 'wr." .•r.:mw j j: Y�1.,..,..."'";�A .I fu."•`.-' x^n.yk : """-.-"'�.'"•-....,.." • 1' t� I j I i _ I• 'I ' I i : .. a �:.:.... �, _ - ._�., ,n..., _ _fll j,._.._ i.. .... .I I ,'. � i j {• it .I AI �:, _� 1�: `!rp ' I,:. 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P R DOH COMMENT'S 11...21 16 ..• CELLAR DWG ADDITION 10. .1�i CS 1 I : GS UP i, _ AREA OF WORK (5,564 SFS � �p TOTAL AREA OF WORK TO BE SPRINKLERED ( i tip „- ........... ... ; LIFE SAFETY` LEGEND EGRESS CALCULATIONS LIFE SAFETY' SCHEDULE VENTILATION REQUIREMENTS _ _-_-- . ..........._._.. •.. -- 5,378 SF;1C �' I �� 1012000 EDITI Tf� I OCCUPANCY��T (PER AIA GUIDELINES FOR HsDSPITAI., &HEALTHCARE FACILITIES 2L11(3 TABLE�-1) PJPS PERSONS UCT ON & CNIENT AIR CHANGES DO NOT SCALE PLANS _.,.•....;�:�..�.:.�.,::::,w•:�+�:�+ �:.��.w 1 IfifiltpR(Ihrj � .��.rrll,.�= � PERSID."'��I LR Nf=PA 1�1 r.K�.3. CODE REFERENCES &�I�E RESISTANCE SCHEDULE pRgCrplxl AIR �.114'a�y iii ,� rr+r. 1ST FLOOR OCCUPANT LOAD, C!SF P PERSON w 6 f E- I��TEG C•rJNSTrR�1C`Sp1�Pr[ _^ EGRESS PROVIDECDI,§,IST]FLOOR: EXIT A 1,..: 2� T 1) _ TRA'VEL DI TA SCE � EXIT B f,:: '10= 120 PFP.SONS;�F'E NFPA 101 7.3.3"t.l �3C ��{�Pe9S CLASS'SWC 1�(�p�f M3JE �Or+F1R TRAVEL DISTANCE a Ct NIVICN OCCUPANCY' NEWBUSINESS ARC:HFTE'+CT'CSF RECORD PATH OF TRAVEL 240 PERSONS>% RECOVERY ROOM NEUTRAL 6S HR CCVSTRIUCTIGN�_. 1 STORY NON-C�Dp�A BUSTISLE BLDG• ,.y......_... _.".,",•.. ". .•.•_,_..x.•.• .", .� . ." ,A ••.,. ,�..w�•_. ••.:,•.,.,",, ,•"-•� Ct��JraTRUCTIC,N TYPE, TYPE 111(2j 0)(AREA OF WORK SPRINKLERED) MEDICAL GAS NEGATIVE WHR Terjesen Associates, Architects NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING PROCEDURE ROOM POSI-IVE 154AR ( EXIT SIGN MAX.TRAVEL DISTANCE: 200'-CI (PER 3B.2.6,2);.,92-5 K 2,00'• OK �IYC h'IFP':A'C'C�{ ENDOSCOPY CLEANING NEGATIu"E. I01HR a r � � A ,, h" 1! � 4$V'Jesf 35I Street 111th Fbor New York, NY 10001 BUILDING CONSTRUCTION' qll) f-00h48USTIBLE CLASS ICS TYP III(205) SUBSTE E NEUTRAL �d'HR COMMON PATI F TRAVEL DISTANCE 10T-O' FULLY SPRINKLERED(PER 38-2.53) STERLIZATION NEGATIVE ��.� �.1� ��.��2.T 7� �WHR 1 I� EXIT SIGN vF'l DIRI7CTIC"bNALARROW �37'•1"<100`-p"C914: LECGN NEGATIVE WHR E-mail, info t� esenarchi4e.fs.com '•, TOILET ROOMS NEGATIVE 1C1HR � � MAXV-4i 0E,AD FD CORRIDOR; Haig'-O";PER 38Z52)=27'-11(1"45 "-+0" K EXAM ROOMS NEUTRAL 6fHR SOWED LINEN NEGATIVE 1 01H MECHANICAL ENGINEER 3.r4 HIR FPgr, 3,14 HOUR FIREPROOF SELF-MST03 DOOR MININIWA COPAIDOR WIDTH. 44`(PEI;38-212)r 44'PROVIDED OK CLEAN LINEN POSE-IVE 2�HR ADA COMPLIANCE JANITOR CLOSET NEGATIVE I01HR M1t,,IIP«11r tV NUra,£SER OF EATS. 2(PEPS 30.2.4.1)=2 F"ROt ,"ICED 0K S.VV.R,l SOILED HOLDING NEGATIVE IWHR NEW PARTITION AS SCHEDULERALL G'dE'4��'CCtNST RLJ',TIflN SHALL COMPLY'AdlTH 2010 ADA �k ANSI"17.1?I'It13 S1 AI'1DARDS C.y�'a1'"RJ CLEAN HOLDING PGSFI;JE 41HR ALI.BATHROOM I G)RSTSD BE NON-SELFCLOS'INC FIRE ALARM fiYSTI pv1: 24 f{GUFF CENTRAL STATIONtw1�JP'IIT4�RECl STERILE STORAGE 1'�DSfmmIVE �}d1IIS EXISTING PARTIT ION TO R.I=pANN STRUCTURAL ENGINEER rtrr"xw:t" t.. 00-. 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DIAGONAL DIMENSION: 1�"-a" SC•A�LF"�/y� :rz•'s: t,fl 15 DIAGONAL DMENSIONg FOR SPRINKLERED AREA OF BUILDING. 154--4-13=F1'- "(P R 7.5.1.4) � � IDRAWING NL.IMSER 1/14 iy4'FFC D C� � � C EXIT REMOTENESS 75+'-0*PF+G',atlDED>51'-6" OK -2t%SHC 1r00 MAY 2 2 2017 SOEr 7d-1 Tovell Planning'Board, SEAL SWwET fiJp: 2 OF 16 MILLWORK PLALEGEN SYMBOL DESCRIPTION North Fork FLOOR FINISH .................... ARCHITECTURAL MILLWORK DOOR SADDLE SurA SE E A603 y 3L CHANGE IN FLOOR FINISH IFOR DETAILS 700 BOISSEAU AVE, SOUTHOLD, NY .......... _'� A500 A500 ABBREVIATIONS I �-44 5�no' I/Af�Xa E�- E Ej) 1.1L 1) �E E y TYP DESCRIPTION r %INYL COMPOSITION TILE to re.. .......... ........... `V-777,71, LVT LUXURY VINYL TILE VCT M QD CE5 S 11YL HEET Vl', . .. ...... . IJ CT CERAMIC TIL5 U` 01 til T LUXURY VINYL TILE(WOOD FLANK) 7 CON ............. fV5 0 q EPDXY PA114TED CONCRETE mm J7� C LIN FORBO MAMOLEUM WITH WELDED SEAMS —1-021 A500 ......... . ......... L X. A500 B WALK-OFF MAT FOR80 COR641.PRODUCT ............ ........... 11FOUNTAI N NOTE: G.C,TO COORDINATE FLOOR PATTERN Vv'rTH ISSUE. Z. J T, R A F�I I INTEPIOR DESIGNER .............. 7 —---------- .............................. 01 DSG-01 SUBMITTAL 8.2 16 G S .......... 02 "7 \11V I f. I . t2l mmm .an 1p T t I'l-, ............ ARO K Tl� C Ll T ... ............. uN it it .lt .......... It i Sv A500 B B B A U I ---I - A500 AVAA X, fM00N; DN" 1K�B -4w T-24 5-2 fA50ON REVISIONS: ....... J7 Si T)i _z 4: Ah it vil NWASM DESCRIPTION DATE 8 y REP- v ..... ...... ........... 01 CELLAR DWG ADDITION 10.5.16 GS ----------- 02 PER DOH, COMMENTS 11.21.16 GS IF 0 0 •s EE A602 IFOR DETAILS ---------- ...... ...... 4 �j ...................... UP ...... -- 7 .................. .. .......... .......... ...... ........... 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L SOFFIT V 5 24*X 4B"ACOUSTIC CHUMG . .. . ....... ACST#3 .. ......... ........ 4-WAY DIMMER Sw ............... ................... EM I j SWITCH DATA 4 OEND ��BL 0�W-U�PT�YP I C�AL r PICAL LIGHT SWITCH LAYOUT L R�TY DO NOT SCALE PLANS SC L SCALE: 112" V-0" Sv A E. 112� �1 ARCHITEGI-OF RECORD Terjesien Associates, Architects -,�CENDO ROOM 248 Westil 35th Street 11th Fbor New York, NY 10001 2 SCALE 1t2" = I"4' 212.239-11526 Fay:212,73E.7899 E-mail:inifoi2,telesenarchite,,,t�,.com NIECHANOCAL ENGINEER Ile GVVB SOFFIT GAS SOFFIT LEGEND .. ...... SYMBOLS G'NB-P DE&3131PTION 9 PLAN ELB'ATION STRUCTURAL ENGINEER N 6� OYYGEN GWE�P I OUPLEX PUNIER CUTLET uti 7. . 7�*.'.*.' --t_ -LE'" QUAD POWER OU -7 S'l 01 3-WAY DUNAER UC'LIGHT UC LIGHT DATA WTH ------- UC LIGHT DURFX POVVER CUTLET ON EM SINIT-CH J 1'0 CONDUIT G F I pR0JLG7 A RED BAG ------- ....... QUAD POWER OU'LET ON EM ................ --------- .............. TRASH BIN PD. North Fork SurglCenter 'I'VALL PHONF Is SUDE, 700 BOISSEAU AVENUE .............. lv,ij VACIJIV�4 SOUTHOLD, NY i i - N ------ OXYG .............. DWAANG TITLE I IC KNEE SPACE Pl.PANEL DA['- TA ---...................... .. ... ......... ENDO ROOM F 7 F- Zi� 1-4' 743" a4TAvorf BLOW UP PLANS & ELEV. Sv_-- 3-0, 2' Y I I ------------ ......................... . . .......... �v SV AIRCH.MILL60RK ENDO MACHINE ...- '�. -1111--.1 _-__1-� 111.1, ..') <'i I WALL P140NE ENDO ROOM "IV, ARCH,MILLWORK �J 1�11.111 ARCH.MILLWORK SCALE. 17' V-0" 'vvtmi �j DATE c2j $ 5.8. 017` ENDS 0OTE: -C TO INSTALL SHEET VINYL#W)FLCORING AND sc'ALR/8�-- 1? CABLE COAX 1.0 — BASE ATER IN'STALLATION OF ALL BASE CA,}3 �' Nl" IAJ AUDIO 5YSTU4 3258 L77777 1r07E B-LU"t-F RP/GS/JF NURSE CALL 1/2" = l'-O" MR MAY 222017 A-602 , 00 Southold Town SEAL Planning Board SFIEPT PIC; 12 Cr 16 rrrrrrrrr.rrrr.rrrrrr.rrrrr!rrr�rrrr PRE-OP/POISIT RECOVERY BLOW-UP PLAW AND ELEVATION QUAD OUTLET ET [ NURSE " Center S CALL SWITCH DUPLEX OUTLET(E4) NJRSECALL CODE BLUE USB PCRT A Suryi VITAL SGN MONITOR , . . . DATA OUTLETPORCODE BLUE DUPLEX OUTLET(EM) US IA TA-B E DUPLEX OUTLET rYI,i DUPLEX OUTLET 7 BQISEU C)UTL[ „ NY DATA,OUTLET ` V k ] .� I I i I COPS L ER i . 1 I 1 jAN1 �r. 7 �k i 1 i 13 i I 1 ( ISSUE. I..... NUMBER -..._,_..�_DESCRIPTlpN._.............._...- ...._-... .._...EDA`TE.-......-.. w'........ j f 01 CC'S -01 SUBMITTAL 8.29.16 GS .._------..-._.....__.... r t --62 _ ISSUE FOR BIG 1.31.17 GB _........_.._.__....... CUBICLE CURTAIN TI��,GIti TYPICAL v N i I „f' I � h .w 1 , i SEEµ d I SEE PIAN Y ...__._..........— -.......-- --- ----- -------— --- -- ------ -- - / TYPI :AL RECOVERY BAY FLOOR FLAN f S TYPICAL PRE-OP BAY FLOOR PLAN REVISIONS: � SCAL.E; 1r2" I' CALE: 112" = 1'-Q" hNLII�:IBER: DESa"FrIP"r'NC:?IhE DATE By 01 CELLAR DWG ADDITION 1 ?.6.16 G 0i' """. PER bOi ... 0MI'`v1ENTS 'I . : 'I.21 .16 S I - i I ! � V i .. CUBICLE'CURTAIN CUBICLE CURTAIN i TI ` ACK TRACK _ �..� � ..... CUBICLE CURTAIN -�` �q=' C1-JSIuLE;CURTAIN ...._.......... . ......... - ... . .... . ----- VITAL SIGN MOP-11-FOR PROVIDE BLOCKING I t7R�I DO NOT SCALE PLANS VITAL MONITOR T'Ra:CK I,TY"P.i f _ Y .....- E ISE3 PORT A-E CODE LUE. , T L TPII. COMPUTER NURSES C�rE x . ARCHITECT O' RECORD P- F DATA C 4ILE SLIDE,VACUUM . MP T CAssociates,OXYGEN DATA i11Z w.��...,.a ....w ,,y..;...w_... �, ..•w .�. .., ,. t.-4 _..__ -- USB PC R T�-P ti ' „ ........w'.,._... :LI _.i. ! 24 h Street 1 1# mor New York, ►Y 1 PLAi- � ASE 212.2 .12 Fax:CUTLET(EP9) i rt0 CABINETJ E mai Inf sensrc to,-s,cmGODEBLUE MECHMILLICAL ENGINEER ,. LIGHT SWITCN L=:::J IU S S CALLSTUCTLI~ALENGINEER ICB .....,..__..._:ACROVYN 41AINSCOT gRETCHERSECVC6 ^CR�'PYN �AINSCOT STR;` .HEED A501PROJECT TYPICAL RE OVERY BAY ELEVATION TYPICAL Pre- BAY ELEVATION North ork urneer 700 BOISSEAU AVENUE SOUTHOLD, NY RAV,/IN TITLE ,w.,.,,,a,..,.., AL PRE- P 'OSTYMos _.,.,..,,,. RECOVERY V - P PAPLAN ELEVAT10N DESCRIPTION PLAN ELE,aMN DESCRIPTION Db'wEh FD'NEa ClTLmTT WALtPHCN: E IOEE \T( NS JCLAT RDrmER OUTLET L1GHT5'hITCH DATE .$a2017 D FLEX PI.iWER OUTLET ON E9 CABCE CCAAt SLIDE AM0$YSTEM :2. 8 VACUM 0DE8LUERP1GSlJF 0X '(TENNJAS° CALESCAEE ,,,,,,,,,,,,,, DATA USBPORT ........ � CRAMNG UME177 S tS C _ , In A-603 , 00 `J LMAY 2 2 20U Southold Town Planning Board SE A.L SHrEET No: 13 r*,P. 16 FINISH SCHEDULE ROOM ROOM NAME FLOOR BASE WALL FINISH CEILING 1- h Fork NO. 1114 o ri REMARKS NORTH GOVTI-I EkST WEST MATflN i COL PvfATIFIN COL — MATERIAL HGT MAT,TfN COL MATIFIN COL MATlFIN COL MATjIFIN zOL ................... .................. ...... .......... S u ryo TYPICAL(o)t10,N, SV VCS' GA?B-P GVM-P GWB-P Gwa-p AC'STA 8'-fY' .... ... 700 BOISSEAU AVE, SOUTHOLD, NY 01 VESTIBULE AL:` AL&C-L AL&GL GWE-P • ...--.+.... .. ..................... . . .................... -------................... m„ ........ WAITING *tAL&GL AL&GL ................ ...... ...... .........----------- ------- ------------------ .............................. 03 RECEPTION 0 0 GVUB-P 71-6" ............ ............... ............. ...... . ...... ...........,_,._,.,,...-.,,_.. _..........,.. 04 ADMINISTRATION .......... . . TO .... 05 PUBLIC ILET • 0 T 1 *J* 0 * X-11"CT V`405INSWI (SEE INTERIOR ELEVATIONS) ............. .. .. ......... ................ ............. Oh EXALI ........... ........... - .......... .......... ---- ---- -- ................ . ........... ............... ........... ........... 07 CONFERENCE ....................... ......... . ........... .................... ................... 0a OFFICE ............. .............. .............. ............... . ................... ................... .. . ............ -------.................................... ...... ............... .......... r 0q NURSEJ NILD DISI, il,!" ............. ........... .. ............ ............... ............ .............. ........ ............. ................. ................................. ..................... ............ ................................... ............... 10 PATIENT LOCKES ....................... ... ..................... ... . ........ . ---- 4................ ...._..,.,...•----......... .... ............. ...._...._r.-_........ ........... . ............ ............ .................. ......... • 11 PATIENT CHANG3ING .......... ............. ............. . ........ ............ .... ...... ............. 7, .................- ------------ ................. ---------------- PRE-OP?,PECOVLRY *I* ACRO"i/YNVVAtNS;- T 10. ...................... - ........... ......- ..... ..... ... ..................... ..... ...... ........... ........... ............ ................. ------ 13 ENDO .......... .................. ............. ..... ...... . .. ........... ....... ........................................ . 41. ". ------------------ ............ .. .. ......... ......................... -------- ............- 1.4 ANTEROOM .. ........................... ............ ..................... - ....................... ......... 4........... .... ............ ..............- ........... ...... ..................... ................ ........... ................... ..............'_'."_.................... .......- .................... ............... 15 GROSS DECON 0 ..................... ...........i ........ ...... .......... ... . .............. ........................ ............ .................. .............................. ............................... ._... .................. . ........................__......................... .16 SCOPE PROCESS ............ ............. .......... ............... ... ................ ... ......... - . ..... ........... ....... ............ ............ .............. ... ........ ........ ... .............. ................... ............. 17 GE.'NEIRAL EOUIP STOR. 0 ................... ............ .... ........... ...... .......... ................................ ............... ....... ............. ............................ ......... ISSUE. I R, STAFF STORAGE 0 • GV�B,P .............. ............... ..................... ................. .......... ............ . . ....... ................ ......."I. ......... . .... ...... ................. ............................................ ... .............. . .. ......... .. ........ . .. ...... .... ......... ............... NUIMBER DESCRIPTION DATE bi Y 19 CLEAN LINEN 0 GWR p ... .... .......... ............... .......... .............. ..... ............ ..... ................... ........................ W DSG-01 SUBMITTAL €x,29.16 GS 20 SOILED HOLDING GWI3_p .......... ................. .......... ...... .................. .......... . . . ........... .......................................................... ............... 02 ISSUE FOR BID 1.3017 GS 2T...... ... STAFF TOILET 3'-I*'CT WAINSCOT (SEE INTERIOR ELEVATIONS) 2`? PATIENT TOILET 01* *j* a T-4"CT WAINSCOT(SEE INTERIOR ELEVATfONS) ................. ....... ............... ...........- ............................... 23 EVS 0 G0 .......WE-P 0 30-CT VIJAINSCOT @ 10OP SINK .... ...... ........... . ..... . ....... 2; EVS • Gifila-P 30"CT WAINSCOT @ MOP S+INK .. ..... .............. . . .............. ............... 25 SEMI-RE$TRICTIED COPP 0 0 ....... .......... ACROVYN VJAIN&'�'OT 2f) STERILE STORAGE 0 ........... ... ........ ........... 27 CLASS B OR, 0 GV46-P 9�-O� -------- GWB-P Er-011 ......... 2 CLASS 8 OR .......... 29 SWIR REVISIONS: 3 j) SUB-STERILE NUTABERry DESCRIPTION DATE By 31 CWP)STERILIZATION 32 ANESTHESIA 01 CELLAR DWG ADDITION 10.5.16 GS 113 02 PER DO141 COMMENTS 11.21.16 GS 31 GENERAL EQUIP,STOR- 0 34 STAFF CHANGING 0 r r 0 35 STAFF= LOCKERS 3� GENEPVAL EQUIP,STCR, 0 . ....... f 3r CORRIDOR 0 0 0 0 39 STAFF LOUNGE 0 0 0 . .. .. ............. . ... ... ...... .. ... ........ .. . . ........ . ..... .............. ........... ..... .... 39 PATlFNT TOILET 01* 3'-4" CT WAINSCOT(SEE INTERIOR ELEVATIONS) ....... ..... ................ -- 0!* 40 t,'IFIDICAL GAS • 0 . . ...... ...... .... 41 VFSTIBUt E i • 0 0 0 0 .......... 42 STORAGE 0 ♦0 1 0 0 . . ..... ..... ......- ...... DO NOT SCALE PLANS 4s EXISTING STAIR 4 ................ ARCHITECT Of: RECORD ........... ......... .................. --------- . .................... Terjes�en Associates, Architects ............ ...... .... ... ............. .. ... ....... treet 1 1th Fbor Ne1 -- ------------ —–-–-------- 248 We 35th Sw York,NY 0001 ---------- ......... .......... 212.239,1526 Fax�• 212.73C.7899 ........... E-marl. info(cCttelesena,rch[te•�ts.com ........... ...... ............... ............ ----------- ........... MECHANIK;AL ENGINEER ............. ............... ---------- ------- ........... ........... ..................... .......... ............ ............. ......'.. . ..... .. . ........... ......---- ---------------- -------------------- _ ........ STANDARD INTERIOR ELEVATION HEIGHTS "'TRUCTURAL ENGINEER ........... 4�GUARD 0 0 PROJECT 4' North Fork Sur giCenter 0 A 700 BOISSEAU AVENUE SOUTHOLD, NY FIRE FXT, FIRE COLP141EIR LIGHT ELEC. WALL CLOCK WAINSCOT CHAIR RAIL CRASH HANDRAIL CARD CAB. AL RIA FLECI S'A(7CH OUTLETi PHONE W/ GUARD SWIPE STROBEI OUTLETS TELEJ BUTAPER DRAVIING, TITLE SPI-AXER. DATA.JACK GUARD FINISH SCHEDULE FINISH SCHEDULE NOTES FINISH SCHEDULE NOTES NOTES, MISCELLANEOUS ACST ACOUSTIC CEILING I THE FINISI i OF AL'-SPACES SHALL MATCH THL FIRST LINE OF THE SCHEDULE,WHICH IS I"AARKED TYPICAL UNLESS DETAILS & ROOF PLAN E EXISTIN3 OTHERWISE NOTED. WHIEN THD- FINISH IS TO MATCH THE TYPICAL, IT WILL ET--MARKED THUS( #1. E-P EXIS1 IN:�PAI N I'ED 2. INSTALL GWO FASCIA.; AND SOFFITS TO CONGEAL PIPING AND DUCTS WHERL NECES:'"Y BY MEC H., ELEC. SPRINKLER & DATE Cr CE,RA'11"TILE PLUIMBING DWG's 11�4 ALL FINISHED SPACES, WIAEI'I--IEP OR NOT IT IS SHONN OPE THE DRA'uVINGS, (I.E.ALL ROOMIS VATH ACST 52017 GWB (1YPSUkIVIALL BOARD FINISt"ILD C013 CEILINGS) GIWB.P GYPSUM V-4ALL BOARD PAINTED 3, A VINYL COVE BASE(V'.'_-S}SHALL BE INSTALLED ON ALL GWE3 PARTITIONS (U.O.N.,I. VCB SHALL BE 4" UON, Hw I 1ARDWOOD FLOOR 4. ALL SURFACES SHALL RECEIVE AN EGG SHELL ENA%1EL FINISH (U,O,N-)THE FOLLOTAtNG SPACES SHALL 14AVE A SEMI-GLOSS 3258 LA10 bAI`V4A-E FLOORING ALKYD FINISH: CLEAN VIORK ROOMS. LOCKER ROON,STORAGE ROOMS,EXAM RMS. THE FOLLOVONG VACES SHALL HAVE AN PT PORCELAtN CERIV010TILE ENALTEL HIGH-GLOSS FINISH-TOILET WAS.,. S10JR AND STERILIZATION, PTD RANTED S. ALL PT'D GWB CEILINGSTO BE CEILING WI 117L, (V.OA) RP/GS./JF PLAS-LAM(PL) PLASTIC LAMMATE B. ALL DOORS AND FRATAES TO HAVE A SEMI-GLOSS Fi NISH, ST STOI'IE-ILE 7r SEE REl"LECTED CEILING PLANS (RCP)f"OR SOFFITS,DROP-CEILING LOCATIONS AND ADDITIONAL INFORMATION NOT INDICATED AS NOTED SV Sf 1EET 1'0 4 YL ON THE FINISH SCHLOULE. SVT SOLID VNYL TILE 8, SEE INTERIOR ELEVATIONS FOP ADDITIONAL INFORII'AATION ON FINIS[IES, SPECIAL TREATMENTS, ETC DRAWING NUMBER VC3 VINYL C"WE BASE WVC VINYL AALL COVERING 3 . 9. INSTALL X-41" HIG14 CEPAN111C TILE WAINSCOT IN ALL TOILETS(FIELD TILE St[ALL SE GR:) ,IP 4 PROVIDEESU LLN 10. ALL CEILING HEIGATS SHALL EE e-0- (U.O.N.) �rwr«�01 , 00 WD WAINSCOTS 8, TlLtt BASE TO SEB" 1-flGli1 (CROUP 3'1 U.O.N. 11. EXPOSED COLUMNS SHALL HAVE TYPE 12 GWS FLIPRING (TYPICAL) MAY 2 2 2017 12. PROVIDE A SADDLE AT DOOR'TO ALL TOILET AND SHOWER ROOMS '0: 14L C)r 16 113. PROVIDE WATERFROOFING FOR FLOOR AND UP T04"ON WALLS FOR, ALL TOILET AND S140VER ROONIS. Southold Town SEAL rlimninn Pnird -, - I - �.I I I'll .11,111,111,111,111, �. __ - . ___ � - DOOR ELEVATIONS DOOR SCHEDULE .................. ft I -11111-111- . � rl, "I'll", . 1_=1 LOCATION OF DOOR DOOR FRAME I FIRE HV�ARF o r , . I C) FIXED GL :' DOOR rq o rt I -_N ........1.7� 1�,7_..1._.____ " / : . � _� , 7 1 . RATING REMARKS I , 1. -7 "`��"` 1j I -1 . i r.1 VX 24" NO. ELEV ! 1 jm,15 :OPENING � LOUVER ELEV i JAMB HEAD . / i --- � -7 '\'____`_' (TYPS-) � .1 -_._.__.--_-1 '� _-_-__-"__p -111111-1-7 , , I " W-11 ,/ .0, " �, / / / / / , � / I i 24'X 30" , . � i I SILL (HPS) SPECS. � t ____ q/ � TO MAT � THICK MAT I I � 10 / . , I FROM . i ; ; I "I I? FIXED GL� FIXED GL. . . \ / \ /` (TYPE) ,! WIDTH HEIGHT :: (TYPE) : DETAIL D D : ?14 m � U.C� �...1,11! ETAtL . ETAIL , ff 1� \, / ,1. i I l . N " "" TYPE"B' 11 / ' '. I i 'ryp E Irs, / , , A, - i : : i RAT* Awftm Apv& RAPINk . i ! � . I . ! ; 3A HR . / . Ll �11 TYPE'D'v-, ,/.", \ I/ \ / / " TYPICAL(o)U,O.N, A l ; : / I I HNI t T-0" 7'.4)." ! 1 : l ; , i r � I y tj I I / *11, i 1 314" 110(J,C� A l HIA � J I H I Z� � / i i ! r S1 .. "' ,��`:f-,,5" FIRE RATED ',,, �"AX,;5-, / / \ j i I F.P.S.C. Su lr.�� C e r � 1� , j ; \, "N 1\ � \ / � i : .i I : I I 11 DOOR �- - -1 �______ I "I'll"' ' . J--- N, \ \ \ 1-1 \ /, \ \"""""', i � i i : ; : � 'E i I 0 ; 0 9 a 0 0 0 i * N, / \ \ 01 WAITING __ -1 CONFERENU -...1.1-111- . 0 i S 11-1 Ir �� : l ; i : 700 BOISSEAU AVE, SOUTHOLD, NY [ I ..........LOUVER \ � -T I--1----_,-.-,,......- ....I—.I.......1.11.1..11-11"" 1 .", / \ I I I I I I I..�..�I..... -I-. I I I I-.I� I 11-.--.11..I.--.,.�..I.I I..�.... -I-I I- I�-1.-I.. .......I..-.-.-....�.1- --...........,...I...... --,,I I I T-I I * l I� - �14 I I........ � ----- - �- - � - ,�......�..__�, ,",�.,-�....��..........__-��I----I--_ 111-1-1�-- -1 I-I---I I�1-11-11-1. ,-- -I I.... ...�-...1 I i I I :1 ! j i i i i..I I I. i i - :; ; WHERE � � / I I',. 02 CCNFERENCE OFFIf',E 0 1 0 � 0 0 q * 0 0 :: . i � I 11 / � i : i : * � * & i 0 i \ \ ", t "I',". .--,__.11---._. ....-1-11...I'��..�,.�-�----��.,.,�,�.,�.�.�......�......... - 1. .11. -- ..I......-......-1. .____ ._ . .... __ . � j i _____._'... : d -.4................11... ..�_--__�---- __-__-_--_ --_-_--________,____-_i -----------------_1-1-------___�---------------------- ___ -------- -------- -.--. -----------I----------------------____________________-__ ___ __-1_11...___-_______-1...... ! \ , \ \ : 1 4 ; L INDICATED ! � �J/ -_ : 4 i 1: . \j ----.N - - IV. .... . ji I , 03, WAITING EXAtJ 0 i 0 0 0 0 � * 4 I 0 l a a * L I l : I N . � I E -11.1............__ ....�.................-........- _--11 ..........__,�............,... ............. .... ...�....f-.-.. --' '- , 14-1--1-111.�. 111-1.1-11.....`-I- ..........-11- ...._. I..,- I—.I�- ---, _.--___1____ _ -11 ___.... .� � - �"_ _. -� ____..............1_--___.________-_�_--, ..-...........__.._._.__________.............._____.....__,._.__ , - _.- ,__,� : � : ' i -,,� ----, `_ ,� "--,+ , ,� , e '. ; : i _,_`'N , "I - e , CA ! WAITING PRE-OP * i 41 ; 0 0 r * 0 a * a � 0 i 0 1� i : � ) I ; � - i � ; ...................., -� .. _-- - � ... I...I I I...-.1.11.-1-.......... ............�i--------------------- -- ___ .____ ---------------�... ......... - ----.. -----------------------__1---------_-_--__- - ....... -- - -. ......._., - 1 . _ , i "'� "� /' \ ( ,,, � ' .`1 � f ......-....11 ...11............... .. - - I 11 -1...... . -I I. . -1...........� ....-...�.....�....I.. ...�....... ......... . .. -_. i-* * - - : * 11.... �-.......___....__4..___ t �, B , f, D ) � E (, F G � A "' ,,, C �) 11", or i � 0 .: 1141, ; I - I I I , \1 �� 1\-,___/1 WAITING PUBLIC T')�LET 0 0 i 0 0 * 0 : a 0 1 1 \, -.,-) -_�/, " i . : I S7 _�) �_-, -,�/ ; : I , -, ,,, I ".-I .'/. 1-1111111-1.1.1.1- .........�......... .1 ............,......I-. .-� I.I I. .I I—. .- - I ,.. .. - - ... . . . . . .... ........................ -t --,- . ,, ..................... , I.-I.-I. -�- -11,11,11-:1-I.-I.--I-1-.1- 11.1-1-1-111I.- _1_'__......___ --------_ __--_ � - __ ...- - -..............................I--I—- 111---1.111--_--11. 111-111.1........1. ____1..1_-......_'__ I ; � r . i I I I i I � : i i 0A PRE�OPIRECOVERY ENICIO 0 ! 0 1 9 9 * 0 v 0 � & 0 : 0 12 : , �; � : � ii "' --11......... .-..�.��,�-..��.��-.---�l.--,�-",�,�-,��-�,��..I.............-......I. ,.....I....�......... 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SEE PLAN � -.............�...... ..._,..........._........._................. ......... 11 ..."...".....II I.. ..I . - , _ ,e a i . .. / I I : �--,. :"� i U1,; � 18 PIRE-OP/RECOVERY EVS 0 0 * 0 * 0 -, : - ; : i i : l I : LL I ID ; 4 1 . 0 : 4 0 l 0 1 .. � ; 011 I ....-................... -1 ..............- ....................1-1...-.... I..................- ......... .- I _ I 1111L...... -I".......,...i...I.....-�---- _......I—-I -.....................-- -.. ..__ - .... .......... . .. . �.............. -. . .......11,.......... -. ...........................I..........I ; : ; : i .............I—- .I...1.1.....�........._.....................I.........___� .............._..............._,____.------__.................... 1--1 -.' I : � I) ; : : i - : i i I __......_,_...........,_,____._,_ 0 ; t * I I � 19 PRE-OPfRECOVILRY SEI'VII-PLSTRICTED CORR i I 0 0 � * 0 B 0 : IV 0 * C IN . : I : - � X - .� 1�. -- � I T � � I � - ,.1 . . -__ -1 ......�......... . ......... 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" 26, SE'VII-PESTRICTED CORR ANECSTHESIA 0 i 0 0 ! * r * I 0 0 . 0 : 0 0 * A 02 ISSUE FOR BID 1.30.17 GS ! : // 11 ", WOOD CASNG------.-,. 2' �. i . I : : v .- _----__1- ..........._..________'. � ' I....1.11......... ... --1 ... . I - ... . ..... . .1 . . .. '... 11,. .....i--... .... . . . i . ... � ,..� ... I . ..... .. -.1'......"... -1 11-1-11 1-11_1- --_ I - ' ,� : . :........ ,",", ....... . �; *0 I - �' ,- -...-4'.)t .. . 11111. ,. 11.1.--I..... .. ..1. I.r I 11 "Ir - r-- "I'll'1111-11'I 111-11----111 r- �11 . 1.1 .111--....1- ...1. . ... 1.1- , I I : . � . , " CAULK AS REUD....... : I 0 i I � : . , : SEE- PARTITION TYPE ,-"-,,, : SEE PARTITION TYPE �-,. ! ,/ SEE PARTITION TYPE ---,, 'il 1, ,� I "I +. -RESTRICTED CORR GENERAL EQUIP STOR. 4p ; a 0 ,i * * 0 * 0 0 9 r. : , , . Ij � .1 i 27 S E,M I i ; ; � . � FOR THICKNESS ; I %, � i_...�..... _ , _ , : I .....______ ________,__________-_.................___... ________,_._ _._____.....- -.---.,-- FOR THICKNESS ., i, . FOR THIP�KNESS `., ; � � I...1111.1-1-.... ..I ....I ......1.1-..... .1 , . 1.1.1111-1 . . ..... --11 I... . 1-1...... .. 111.11--.1 ....._._! . 1.1-1. 11 1-11 11 I ,� ".__"- - _. __-....1.11, -1-1.1'... -- . - --�.......--�--1 �r �......� -.1-1-111--- -. .........11111.111--- ----I.--1_111-1111 I-___....� �........- ._ .. . . .",....1.11.....1.11.1 I"..., 11 11--.11,11111 . . : i .... ., I . - -.--N : , I 1.,� � ,../ : , I . , / � . . � 11 . , . . '10 ' I � �:�;:: ""' '�,_ , I t � ; I ,, - _ ,", _,�� 28-29 SEMI-PIESTIRICTIED CORP. GENERAL. EQUIP STOP, D 0 0 0 � * 1 0 B � * Is 1* * ____ I . .:� �_ 1111111111111111 � , -S.- I I _ � .. - ..... .- "I '. � ; __ ___-----------�..........______.___.. -.--.-,�-�,-�-",�.�------�-��,,�.-.-��. _,____._._ ------- ��, .- ,- -'s, , - . . I I . . I � . . . . , I'll I I"�T I 11............ .. ...I"..I-.......I ..I.I. .1.1...-1 .11 . ... 11 1111 . - ...... I. . 4 I—— I. . 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(`J5 ',) SIDE@JAMB -17 VES'TIBULF STORAGE 0 1 0 * 1 1 NUNIBEIP DESCRIPTICN DATE By � dk * 0 * 0 a 0 0 r � ONLY(TYP,� � I . ... .. ...r, I ", 1 I I .��. . ....., I/ .� . . .. I � .I � I I I I i ,, I I 11- .. ,. ill I I.1� I-.1.1 I��' '� . �..� ,I I I I�I T��r , . .I I I I I I . ...... �,.��.. I...I I... . I-1�I . I I.�,I L,��.� r�-..I-I .. -....-1. .1.1-- �. -� -1 'Irr'� �-I I--�I I I--� I I - I I I 11 .11- 11 I . 01 C ,,____j - \, Y� Y i I 1.1-1-71/' - ��/ ONLY(TYP,) 240, IVIRDICAL CA S EXTERIOR. 0 i 11 0 1 0 r 0 9 11 0 0 9 __ r, , ELLAR DWG ADDITION 10.5.16 GS L L i S7 0- ! L * ' I 11 I 11 ,� � I.. � . -1-1 11. . I- ............ � L . . . . �� 11 . I .. 4 . I � j �, , , ,� � �, � . .. ..1- .1 I � 1-1�Ill �I I .. .1 . 1. 1-11111 111 � �� I I I .. I-1 I I11 ,L L I .1 . I ,. - -.... . �. "� r j :39 CCRRIDOR EXTERJOR * 0 j 6 � 0 0 0 � a a 0 S7 __ 1 02 PER DOH COMMENTS 11.21 .16 GS i , � . I r, .... . . r"r , . .. . . .11 I . .. .1. . DOOR HEAD DETAILS . .1 . . 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Terje!sen Associates, Architects ___,_,T-____-,_,__,_____,_ *--+- i i I : , I , """ , , ' ' ------------------ '"'" I i i 1.11-1......-I� ........ . _...I......� � .. -....... -.11-1.1. -11.1...--- I ...... ... .... __�---------- i i I _._,______. -___.________ __...........- _ _ 1__._--.,_. ....,.....__ __..._.....I..._...............`. -- �,,,.,..-- _____________ ______.____..._ 248 West 35th Street 1 1 th Fbor New York,NY I 0001 I - _____ ------- ---�----- i . i i DOOR SILL DETAILS . I I . . 1 I - I i I i�� . . I � . 11 . -11 171, 1111 I I � . I A 11 -, � 1 - 1 ILI I - . . .1 .. - 111- I . 1, ---r,---...�r I I . � 1 . 9.1526 Fm212.73E.7899 I : , , : I � ; � ! 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T -�+,.. ....�. � + ,�, +::::,�', . : �1 GLASS �� __............... _ -.1.....�............ -1.1-1- . � - ____ ______._......____+______,__. _,_______________.....�........ - . , �tt I _ . .,: . : �,�. ,�.,-., � DOOR JAMB it: . I :,�,""':, .�::�; � L DOOR JAMB ,�,�.;�-,-,- : , I � -.0� I ! I �". j + ,, - .,,.� ../,' i .1, : t 1 1 8 .:'.1" .i I A' .. -*,", �4!,-_ - , : 1! ".., I . 4+ - , I : V, .........PT FLOOR -....�......... . I. i I ..-��". X .� , ,-'11 ,... I I . �: rr "I - , : �,,.,.' ..:...-. hl ../ ..�. IJU r r ,. . , . RUBBER LIIG �. : BEYOND �� I I '. I ...... ------�...,�.��,�-�-��-,�-�-��,��...�,�.-.��........-, .. ......-11----, -11, -1 I I - -1-1...1.......... I........ ___�� ---�-"--.---,--"-,.,-.' '.�-.�.��--��,- ________________________ _____..........____.___________._----------�.........�.....____._________.__. _,____.__------- /�:::, /r ,i i : BEYOND 4'. + �./ : .,,,,,-'- , - . I. I.� � :-` � ) ... W -- 1-f_----- ---- -1, i : I .+: . ; I � I" ..".* I . "I.:.. 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'�� Ai:- � i � ..1 I I i, I .-..I": :I I!�E, -, 1, - I I- ---� LL--, �i_� � , it I - � � , I ; I I ' 10. - - : I t I I-11 11 I�---1_____1__ ___--I__1-I-I--- __ -I... ....I--______I __ - ------�------I -__---+ -.1......--___________--_____-_--___--_ - -- I- I- --�-1 . I . . L L. .. .i - . .. .1 .. H . .. + . I.., . I I ................ ,. ...... ..............r .......-I......11..-..... ...... -1.1.-1- 11,.......... ... ...1 1. . . . .. . I .. . =_�� .�........__ 5�- , OAW CUT SMOOTH 1," "" I .......I.. ... . ....... I... ... .. I i � - r MAX 3Y'i�(I�D CORR 1, v ,�, I . ..,"IA ._ � .. 1.� -.1 i I '- - EXP.CONC.FLOOR `-,,, SVT?VCT I ;;�__ � �_ �,I..,, i � I STRUCTURAL ENGINEER I I" �,- -, . i I i "I" �__ . EXISTING CONC.SLAB . : f t � -,.,, ,--,, � RUBBER �-� -- - -- CARPET "'._.,.,, 1, --- : � I , e. ...I--�.,� / 'IS I.. I.. .1.1.1... I. . I� 6 � . -11.1... . . . + 1 6 - . .. . .. . 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I 11 r.I I r I..---.1.1-1........1-.... ................1� ----�"I I-_ - I � -- - ---- -----------..--- r 11 +r--1............... ...... _ _ __ 11---11-1 -I,---+ ----- I ...........I : - I � ; ; i : I i , ; - 1: .......� -......-- 11.......-I'll I-------I.-. -.-...�.........I....--..I......-...... -+I-I I--..-- -I I I— 4 ... +....�........ .. -..........1.........�........ 4.1 ; --- - --I --� �.I 1111-1.I...,�.,..____+-I --__- � .- -- --�- - �..�_�__.,.---,-,- ................�...I -.....�.....-...�. .......�.+.-.......�.-- -..-. .-...... -.� I.- I I- ._-1.... --.I.-I I.-......I...-.---. __ - __ �I .. .. : 6 , ! ; I I i DOOR DETAILS ; t ! : ; ; . I : - i ....... -11-1111......�.........''_ ...I.......____.__.. ....-....-.11.1 1-1--- I-1...... --I- .- - --..11.11 � � ....... _. ___ L- I--.� _ -.--____________.........__ -1-11............f............�.....-...--.1-..............___ .....__ .---...._-1-_-_ --11 -_-.___----.......1111,111,11111111.1.-..."111.11.11,.....__... .1 I.. . . Ir PROJECT ; i _____ ,_ - ,--,-,, i I . i I 1, 'I i i I I � I i l I 1 I : i I I � -......_____, I—-...- -....... �. __ ______ -- � ! I 'i I I _______-1__.___.. DCUBLE 20GA METAL STUDS ____...____ _..---�...._.._._______._�..". ---------____-,_ _...._�,- .11,..............-...-...................-4--.......�............�......._...�---.-1-____1.__-___+.1--..-.-.-......4.....-........... -]...... ____, ____ -,-�......-.,..-..-...---�...................-,___......_�..._-,__......-____"",__---,-,- ........................_......"...... L I : f � : : ; : t :; i 1 i i ; :; 1 : i : i I AT ALL DOOR JAMBS � ; : ; I . � : C ri I : ; : i ; . . I --ADD RETURN ON : I � i . . . -------,-,-, I . I . I � � I � � I Norffi Fork Surg*Center : I ; I ,-- I /--,"---,- --_1___+_11-_--. INSVLATION i ; I : H! ' - __ I '. ; ; : i : : [ ! ; I : r : � : ; , !I: r-1----- 700 BOISSEAU AVENUE .,;#/ .." - FRAME%IVRERE GVVB -- : ; ! ;il : �I ...1-_1______.................J , , - . � r WHERE INDICATED r ; ----- GAGE AS IV . FINISH IS REQUIRED . : : i j : : + / i ....-11.1 ......................... . . � I.....I.......... I-.. ..... t � I i ! . i � ,**-+Wj ; i i : ; ! ! SPECIFIED DOOR HARDWARE SCHEDULE DOOR SCHEDULE NOTES . ; ; � � : ; . : I ; : ; : : : .P i . f � ! I 1"..,...----I L : PRESSED METALL 1_.__.______1__-___ ________.___ ___ ____________________ li: : ; ; ! � . ; l . i I : . ; : ; : � DOUBLE 20 GA. __71 r- ---I . f 1-1 - ...-_.-..................,.�.,..j 1 t � : - DOOR FRAME ; I � ..4............... ..... ......1 1 ; � : STUDS I .: : - 1: JANIB ANCHOR CLIP FLOOR ITS I : � ; I- -- ------____-____+__________--__ : 1 � � 1 �__._................. . � . : : I -.1-1.............. RW ft FUN3"TION LOCKSET SILENCER BUT CLOSER 1. THF FIRST L114E OF THE DOOR SCHEDULE SHALL,,BE TYPICAL FOR ALL : : : ; ___ ---:; i I : ; : __ - --___ 1 i : . / : : : : � STOPS "l`l"" : : / . : i I : i it _' . : I f ;: !i - I I : ,:,. ; I : ': '. I DOCIRS,UNLESS OTHERWISE NOTED.WHERE THEDOOR IS TO MA,TCH DRAWINIG TRLE - : :: , I . : ! i :: i 1 � / � I < I�I—-.- -.- A_ I � 'ONCEALED CLOSER#4500,BALANCE OF HWOYALUM DOOR MANUF. 1 : , . : i � , ;: : ; I : C THE FIRST LINE ITWILL ME MARKEDWITRI(0) : / . : : .". - "_ - - -, ] ;: : : � ; ., , , � �__ I- ', _. i i .. . . � , . , + I , ", ; : 0 0 * 0 ,,, : : , , , , 1 r i I H ; I I -RUN74FR BETWE : � . � DOUBLE 20 GA. : , EN 01 PASSAGE ENTRANCE � : � I � t � z ( �[ . 1� (' ...., , "'. ; i ; ,; 1 ...I-, JAMB STUD ____------ ___......__---------- - I I- __ - - __ . .- .....- .. 11...... - __ I _ _.....�.........I....�-...........-.�--.,------------.-------�---------------,.--- ---.-- . : � : 11 1 PROVIDE CUTS FOR REVIEW 2. CONTRACTOR SHALL CAREFULLY CHECK THE AR011TECTURAL PLANS : � : ............�: ' ' ( ),,, k��')[") ") '\�(� �L� ) : t DOOR SCHEDULE I � : "' ' : : " - / STUDS .1 , / . . L,�( , " ,,, ,� I I. "I,I -�I : . I :: AND PARTITION SCHEDULE TO VERIFY JAMB AND HFAD DETAILS. , "I ( , i :: i : , ;� : �z / , " 111-_,`�. � e '�` .'�'-' ,L 11� 11 .1'.,.,-,l I'll 1. I I i .. . : � : -".- . - ,.,,, L -�� 4 l: I - � ��'� ' - .. � . - S - .. +... - _______.______ ---� ; . i :; : CONT 5RACING ONLY 02 OFFCE 0 0 * PROVIDE SPECIAL FRAMING AND/OR RIFINFORCEM'N'TAS REQUIRIED. � I � : NOTES AND DETAILS : ; : i I ! I__-�_-__1._...._1-_'.1-1J [-------------/__-__�,_____._/_: : ! i! , WHERE FINISHED BOTH . ..............I .........__........�............�-__ __............... . .......... ....... ...... - �. ...... .. . .. . ............. . ...................... ...... ....... _", , .____.,.______________ ___ - ___ ___ _ ------------- -- 3. INSTALL CAU.KING AT ALL JOtNT$BETWEEN DOOR-FRAME AND - ........... : __,________. r : i -j...1 � � : : _7 1: �i +4, .41 4 ... ; ; t : i ; -_. S � N: I-.--- GAGE AS ; I IDES WHERE STUDS a- PASSAGE * a 0 a SURFACE CLOSER PARTITION A-ALL LOCATIWIS, : : ; I ; 1! I : :, : I ! : : � I : ; ,� 1 4 : . ; ! : 1 1 1 . ; SPECIFIED ;.-----.-- � ! ; : 11 :: I 12'-C' 4. SEE JAIAS AND Hf__A0 TYPES J I & H1 FOR NCFTATIO�JS AND i / I I . f ! : ARE MORE THE `�I. .... t ! ;; : 1 : i i : i ! ! fl : i __... I.......1-1 1-__,.____--__ ----I.,......I— - -- ____ - +_I� _._I ____..__.. ..1_._-_-__......._______._____._---_________ .--.---..----- I - ! 7 ! : I : i I i ': i : I ! fl ; S-----�--1 ; - ; I ; -GWB ON ; ! .i ! � LONG DESCRIPTIONS WHICH ARE TYPICAL FOR V�MBS. ,&, . ; ,__1.._.. _/ : I � . -------- T _--1_,__-`_-_,__-_ i : I ; ; ,: :: 1 , 04 PASSAGE 0 0 a .j . i DRYWAU. j I T t . . ; i ; T ,I i; ; . � : METAL STUDS ; ; : 1 i 5� ALL FRAMES SHALL BE WELDED TYPE UNIESS OTHERWISE NOTED, DATE � � i CORNER BEA5 i : ; ; 1� f: � -METAL DOOR FRAME � i 21 2- i ; ; i ;; 1 � ' : l ,#-�.... 1 ! I I :! ;i i i i .................. .....--1 ..........�.... _1... ....................... ._............... -� ..I - -1 � . ............ �...I......................I................�.....I.........I.-................I.........-------��------,-----------,�-,--,--,----,.,-- i j.; i i I I : E 6. INSTALL DOUBLE 20GA STUDS AT ALL DOOR JAMBS. . . : I ..;; : . : �1-1, r I.................. .... / t ... 4 1: -...,... : ;� I i 1 .14" t il I � .: : :'I- v 5,81017 \_�i i il : !: . FLOOR SLAB . : i -�S @ ALL DOORS. L . I ! 11 ; ; . /+-/- : . I I . t T-1 , j 05 STORAGE a 0 a 0 SURFACE.CLOSER 7, FURNISH &1�,STALL THREE(3)SILENCEf . : lill-leT I � /,_�i i ! ,� ;I � � � TYPICAL, t 1: : + t . : 1; � ; : : I i : : � ': . i / ___ -.��----..--��-".---��-,-�---"---_ �_________ ___........ .............___ _.___,_.___ -,-�-�.�-�.��----��,.-,-,��-�------,-�,�-,�,---.�--.,��-------- --.----.-- _____..__ 6. GC TO COORDINATE KEYING SY5TEfJ WITH TENANT. . - ../!.---.7 : . .VARIES.....�,.VARIES 1 \�_._,� � :� . ': RUNNER iy��K�517_�U_M-BER - � : . ; : � I) , t : : : ; i _._ +/ - - ....... -'r- I (u,f1l" t - : ii ; i ; ; ; � : , j 11�� : ; i : : t .""t A _: I___ ; i ! i : 06 PRIVACY 0 0 0 0 -1 _r___J_..1 ,--,,-,------ ; : ; , : A �.. -- .__ �___ -111--1_._-_._,/\r � i ! , . 3258 poop,SII)F) t -___ .I............... I....1.--...................."..,,,6, ,,.............�- .I .......I........ ....I......... -1...... ....I-... �I I I .................. � . ....................I.............I.I .11.............-.... .. �- I....I.................. _______-1-1-1-1 I-,-- ___-_____ STANDARD DOOR FWMAE TYPICAL DOOR FRAN11 E LOCATION DE TAIL DOUBLF S'NING HINGES, STANLEY PIVOT HW&ES-1 RELEASE, 6ii" �YK'U --",-,"",-,---,-""""""""""'"'--"--,"""", _"...-1--l-l"._---'_1--___- 07 P R IVAr,,Y 4 0 * - PRIVACY GASKET11ING 'A T`YFICAL GWB DOOR FRAMING _._____ ___.___._______ I-------_.._____ ____ ____.___._ ._____...-1- �---1-4-1-- - .-.11"�'�'�'�.�..-�,-..�.��,��.....-----____............................___---------......._______.,-,-,---______-"�--"-.-�-",-""-,�1--�------- DOOR HARDWARE NOTES . RP/GS,fJF f-11, " ,.." � .1__.._.....__1.....: -.--1_-,-_---,.1.-.1-_-....1 I'll . I I : I I il . ! i : . �fi � : PAS$AGE PUSH '. : I 1 ! as 0 0 a 6 S U f*�FA C E C i�OS['�',R +............ �i"f.11--1 : i . : PADDLE' . i;�P-117c---"--,-----,*,--"--,,-",-,", : ................... ......... _...........--1 I .I � -11-............. I I............."... ........", -11.1- ... .�. . .............I...I. ......--........I.....�...�......1 -. ..................I...... -...-1............----,.--.- ...---.-- 1� ALL,LOCKSE`7S REFER TO'SCHLAGE',LEVER TYPE, :: I DOOR F,,CV,I`,,1E1,++ : : : . . i DOOR : i I,, PAS,$.AGE PUSH (SARGENT)FULj. HTHIDGES(HD) 2. ALL ILEVE' AS NOTED . � : ___11--f �. .' ----- R HANDLE HARDWARE SHALL P,E'FREE WHEELING'WHEN I ... : , .� 19 . i ; - 0 AE I_ . G 0 0 0 � .-.-..-.....-.-.,-...".-.-�---..,.�--.....".....,-..,.,..".,., -l . PADDLE MFCHANICAL HOLD OPEN DOOR, SURFACE CLOSER IN LOCKED P)SITtON. ',.�_ � : �" I -.1-11111"I:- GASKET SECURED I V .. ,_-..."1-11... - I........11-1-- __.__-1.-,._,__"_ -�_1-1 -1-1.....--_---- - -�-,-- I ' I , I-— �1;:l I : t r, --,--""-,-"-"-,-,--",--,"----------- ",------,- -",--,+"" _ - --- -- ""' - _ " I DRA,WING,NUMBER '. _ 1 N, t -171 : .1 I I r 3. ALL DOORS TO fINVE 1,10 HINGES(F8B 179-4-1,12x4) E C E E : ; I ____-_ - - `1,7, +�, I .........i --- ; : ,_,!, -1,,UT0I`Ak � - "DOUBLE DOOR ___',----I ;+7 - RUBBER i TO SIDE OF JAMB - D -_ I , k"iT,- ` I Doort 1 :,,-,. I f NTICIDOOR 10 STOPAGE" _ 111�1.1.1 ., 1,-, , . 1! ..11 0 f 4� ALLHIARDWARE LOCKSET KEYING SHALL BE KEYED AS PER , ; I I ; SWEEP ? : . ! ;,,, : ! : � i : I , _� BOTTOM -1........I.... .----l-................".."..".-.................�.....� .....�......I.... I....... _... ....11.1 I— , � .... �........ .........................I...."... I ............... . . . I.. ....�...----_____- - ---__� ---1-1.I.......,._,___...____----.---.-.------ i FINIS�!--\ , I .�_ F I h F t k 1 �::7"" 7"�,�,I"Ell:-:�_�Z_ __:�:,--�-" _Z_ , ,�, , . _ �, , _� ', '------ , , '/7, �74"'? ,� �,, � "., , " � , __�_ ) ,.,, -, , , , , ,,, I-L- 1 I I I � I i . I I I r F I'- V" 11"I'll"' � ___ _ ill", D I [ I I I -I I I !i x +�- 11 ii ii ill 11 . ![: !l U:1 11 - 1� . � I I ! I .1 I 0 : I...... , - -v DOOR � i ! .......I " - d BUILDING'S KEYING REQUIRFMFNTS. mAY 2 017 ; i . DOOR BOTTON1 SEAL, FLOOR \ - 1 �' - * : i: t 11 CLAISSROONT LOCKSET * 0 SURFACE CLOZER VERIFYWITH BUILDING MANAGEMENT AND ENGWEER AS REQUIRED, - DCOR .. t \ .. A-702 , 00 I . : � . - A , : . "', �1'- GASKET I * ; .-___-�� .. i 11 , : � I � :,""''..".J,,11,f- f.....�/��11.", . . .._ ___�,---_ ____ _1_:� Southold 0 a n . ,I . L 0 C K J i'00 l,'�A,�r GAS,KETED HINGED JANIS AT GASKETED DOORS BOT7010 SEAL AT Planning o rd SEAL � .... . ..........-'--1---.111....-11"...."1111.-1-111."......I.- DOORS OJEA I DTL SIM, GA,.SKETL++D Door� DETAILS GASKETED DOORS: , SHEET'Na -1 5 OF 16 __ I � . - 11 � .11 It I I I I I I I 11 I - I.,� I I I I I I N - , I --- - . . . I .1 I—— I—— 1. . PARTITION SCHEDULE PARTITION NOTES 1. ALL GW3 PARTITIONS SHALL BE 54 THICK,TYPE VkITH AT'INSULATION(U.O.N,) iNjorth Fork 2, ALL CHASE PARTITIONS SHALL BE TYPE <�t AS IND GATED. 00% B. AT ALL CERAMIC'ILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE ff^ ApftA --&� * Cnter I IS REGORED WE MR GABOVE. ti u y 4, ALL FIRE RATED PARTITIONS SHALL H,k,/E U.Lg PJEA APPROVAL NUMBERS AND SHALL BE F STRUCTURE ABOVE STRUCTURE ABOfr. 700 BOISSEAU AVE, SOUTHOLD, NY STRUCTURE ABOVE STRL1CTUREASOk STRUCTURE ABOVE STRUCTURE ABOVE EXTEND 2ND-AYE R OF EXTENDG-IMTO CONSTRUCTED IN STRICT ACCORDANCE WITH Ul,REQUIREPAE NTS, METAL TRACK EXTEND GWB TO STRUCTURE ATALL A GViB FULL HT AT v v STRUCTURE ATALL FIRE RATED OR ACST S. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUCUS BEHIND ALL WALL LOCATIONS V110 CLGS FIRE RATED ORACST PARTITION 518"LANIINATED 7 PARTITIONS MOUNTED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE EXTEN D G4VB FLLL FIT SET IN ADHESNIE ABOVE AT LOCATIONS V47HOUT ----------- HEIGHT OF 2ND LAYER t INGS (TYPICALi OF GW5 AT TYPE 3 CEIL EXTEND 2ND LAYER 0-- 6, SPACING OF METAL STUDS SHALL BE 24"0,C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR 114'41. ACTUAL DINI A; PARTITION 41................... GN TO VA90"VE PLAN 0110 !" WALL HUNG CABIRETS:, EOUIPfOENT OR HANDRAlS.STUDS SHALL BE 20 GAGE SHALL BE CEILINGAT CORRIDOF x EXTEND BOTH LAYERS LOCATED 12"O,C,AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE SH L BE Ii [ "d AL r uLL HT AT TYPE 4 HUNG CEILING PARTITIONS f L LOCATED 16"O,C, WVHERE INDICATED 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIORWALL FLRRING)S14ALL BE 'TYPE ;3 (U,O.N.). HUNG CEILING LOUVER A CELING Y�HEREINDICATED 8, INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DMR FRAMES. METAL STUDS 1,6'0,C, 9. ALL.RATED GWB PARTITIONS ABOVE CEILINGS SHALL I-AVE A MINIMUM OF ONE COAT OF TAPE 9 A ........... SPACKLE AT ALL SCREW HOLES AND JOINTS� INSULATION AT ALL ........................... 5,18'GINS ON 718' VIFEXTERIOR1411-ALLS AND V ,*4 FULL KT CER TILE AT FURRING CHANNELS 'ArH ERE INDICATED ALL TOILETS(SEE 7- 24'O.C,MIAX, EYP"U M WALL PARTITION DETAILS TYPE-10 PARTITION -HING FOIL BACK SHEA, CERM.11C.TILE LOCATIDN$-) 7 14" 6`NfETAI,STUDS 1E ON G# N'� TER <> i "ALL BRACING ...... EXISTIT4G li�iJNDDN METALS-TUDS IF;"O,C, AT t4 P*`,`S, VERTICALLY OAKCAP SINGLE OR DOUBLE —A ISSUE, LAYER'' 1"GY-M EACH SIDE 3 N8' 'i"u BLOCKING NUIASEP DESCIRIPTION DATE BY 2 1r^ STUD I *MO G 1> --------.... .. STUD ACST INSULATION CONTROL JOINT -J LOIN DSG-01 SUBMITTAL 8.29.16 GS 01 'NHERE I ND1,W1 ED ------- 3 518' 2 V24 EXIS,,o ING SILL 02 ISSUE FOR BID 1.30.17 GS ................ '17— J� -------------- ACST MSVLATICN METAL 7"RACK, STUD STUD METAL STUDS IVOZ, L ---------- 3 a14' 4?T' ACTUAL D of W�ERE INUCATED .. ...... fv 7, jTy P N IM 4 7ifB' ACTUAL 0110 1A*MIN SPACE 4 NGLE OR DOUBLE DOUBLE LmR Sir .............. ------ 4* PLAN 01141 G?,-B 00 R R1 M R S 10 EL LAYER 5,1;'GINBEA, '0ETAL STUDS 4-PO' ACTUAL DINI ; ,, N� :x. AR GkIM @ TOILETS 5' PLAN DIM SIVE,PRUADE Nl,k 15181",2 1 1'2'OR 5, S'6�GINS ON,EAC H uo.w) A60VE CT VAINSCOT x� Ok�2'-JO'O�C, SEALANT CORNER REINFORCEMENT IX, AT A[,t,,TOILETS ACTUAI DIM SEE PLpRi 4 1,81 X FOR DIM,, 518`GAS 4 1'2" 51,2` PLAN DIM, PARTITION PARTITION CORNER ��RACJ�1-3 ift:,1W PTS ST'GVM ON VS' ON EACH SIDE 3 5irR`METAL -710 ALLYAS PER ,D 3 S'8'MTL.STUDSCa '�ER SOUN, t , I STUDS O.C. HURRING'CHANNELS (FULL H EIGHT OF WAINSCOT1 MANUF RECOMMENDATION :", . * ::,l:: i 11 � ATTENUATION (AT t6'O,C,j 24'O�C�MAY, 4 V2' 6 1�'L1' ACTUAL DIM BLANKETS 1,-T8'VETAL 6' PLAN DIMI ESTLIDS 4 12' > x, ClWAINSCOT SEE PLAN (U.0,Ni. I.. AST N'SULATION :x AASONIRYaALL REVISIONS: A R-16 "al INDICATED 10FIr L7RIV EACH SIDE METAL TRACK -PACK SET IN METAL TRACK SET IN METAL TRACK SET IN KIETAL. NUMBER DESCRIPTION DATE BY CONT BEAD OF SEALP4T > COW SEAD OF$EAL04T CONT BEAD OF SEALANT (TYPICAL) !1 -CORNERREI.NFORCEMENT h, IJ R-13 INSULATION AT ALL BASE V, 01 CELLAR DWG ADDITION 10.5.16 GS Irr. —--------------------- BASE BASE BASE CIBASE d SEALMT FINISHED FLOOF I i! FINISHED FLOOR FINISHED FLOOR FINISHED FILCO-9 ------ CTO'VERMIJIDBED EXTERIOR VoALLS AND PARTITION KH ERE INDICATED PARTITION-WALL 02 PER DO F, 6'6 M M E N'T S 1' 1.211.1E S MERSECTION TERMINAL Ej 77771" -------- STRUCTURALSAB STRUCTURALSLAB STRUCTURAL SLAB S-TRUCTURAL SLAB STRUCTURAL SLAB SEALANT 'USE.112'FIRE-RATED GAS VECRANICAL FA3TE STL.STUD 4'-0"OC,�VAX), 7:;11 WIN CHASE PARTITION CERAMIC TILE PARTITION GWB-FURRING GV"B-FURRING DOW LOW PARTITION GWB-SINGLE LAYER GAB-FALL HEIGHT 0 A BSA CALENDAR 301.60-SM BSA CALENDAR 301-60-SNI BSA CALENDAR 176-70M LDO�PARTITION WOW CAP 4 ACOUSTIC INSUL 1,VH ERE IND GATED 1ST C 150"1 P6ERT NEY,�STUD --- INSERT NE'N'SRID L WiERE INDICATED SINGLE LAYFR�STC 50,1 'AHERE 1HR FIRE RATED UL#466 \/1 hr FIRE RATED. LO"A'PARTITION DE1140,INALL DEMO.V,'ALL DO NOT SCALE PLANS DOURL F LAYF R CCRRIDOR SIDE fSTC 55) EXISTING EXISTING ARICHITIECT OF RECORD DOUBLELAYER PARTITION INTO PARTITION INTO EACHSIDE ESTC55,i NEW PARTITION NEW PARTITION Terjesen Associates, Architects 2 HR,FIRE RATED AS INDICATED (CORNER) , 245 West 35th Stree111th Fbor New Yo*,, NY 11661 212.239,1526 Fax:212.73E.7899 ERAMICTILT DETAILS FIRESTOPPING DETAILS CORNER GUARD DETAILS E-mail: iinfoi0atelesenarchitefts.com IMECHAP141CAL ENGINEER 214' CERAM.1C TILE t SEALA.NT RIGID NON-C-ONIBUSTIBLE 14ATERIAL compkcrm V4"RADIUS FACE OF METAL (AT SHOINERS AND TUB LO(,tTIONS OAR GAB ABOVE )NFINED SURFACE CONTINUOUS ............. STUDS 'LANC SOLID INTO C. ............. T 3 V70D,BASE 3E - 1 MET.REIAINEIR CT VAINSCOT DUROCK GE9ENT ACROVYN . ... . ........... BOARD • STRUCTURAL ENGINEER 1H P PACT I LAC FC v Ny + BUMOSE C.T. SLO17ED HOLE IN EXTRUSION t FACE PLATE FOR BOLT METAL STUDS 16'Ok. 10. SS BOLT ............ E A NUT CON"VENTIONNAL A G FAB BAR, DHESIVE STEELSTUD 4fixt 5!8'BUGLE A70 ,J,ED ........... - SS C014CEP 1p, PROJECT HO DRICNALIL SC�RFIN q,ACCENTTILE) MrG PLATE Cn I C ERAMI C TILE RIO-)KON-C'Or, BUSTIBLE tIATERIAL COMPACTED ;Z; 17 O,D.SS GRAB SAR 4FINED SUP FACE METAL HAT ........................ �111,' North Fork SurgiCenter HS PLAN&ELIE'/,FOR 4SCM CHANNEL -G H7 Loi!,- 15,11 Sia"GYPSUM ATVATR ZUNTIN I S ,ATION -20N .......... 'IPE SLEEVE OR DUCT PENETRAJ10N FM 700 BOISSEAU AVENUE CONCIL BACKER .................. 14YALL BOARD .....................ACCENT TILE LOCATION 3 SET SCRB16 EO, SOLID INTO C)'fi ROA,R D 1 I: T SOUTHOLD, NY SPAGED VQ1 PERIPHiREY OF FLAMOF PIPE PENETRATION . ..... .......... CERAMICT11LE CONCRETE SLAB FLOOR PENETRATIONS FIRESTOPPNG WALL DRAWING TITLE DUROCK MOM BOARD C '\GYPSUM BOARD ORGANIC ADHESIVE TYPICAL GRAB BAR ANCHORAGE DETAIL 1 W CAP ��03 'E:N SCCALEi NT S SCA. ROTTOtA OF TG BOTTOM CHAIR RAIL N PARTITION SCHEDULE IN WAIT'ING AREA PIPE SLOT NOTES DETAILS ...... LIOUID RUBBER��ATEPP,"Of)Flt,�r,,,IE�,TBRA�4E 1)SJRFACE MOUNTED CORNER GUARD SPECIFICATIONS EXIST CONC.StAB CERAMIC TILE A)AC-ROVYN GUARD$SHALL BE MANUFACTURED FROP UJ C= C= DATE .......... DIRY-SET OR .078 THICK HIGH IMPkCT VINYUACRYLIC UNITS. BR.ASS ANGLE NOTES. LATEX-PLORTLAND CFJ,,-'NT B- 5,8.2017 I CONTINUOUS RETAINERS SHALL BE EXTRUDED VINYL CERWIC TILE : . i . VCT SLALNNT UNLESS CITHERMSE NOTE ............. ...... MORTAR BOND COAT I ALL%4'ORK SHALL BE AS RECOMENDED IN BASE . ........... . .... ..... PROJECT NUMBER CEIRAVICTLE THETILECOUNCIL OFAMERICAINC. t...._ MORTAR BED CIO 2)SURFACE FACE MOUNTED CDRNER GUARD NOTES MORTAR BED 3.4, HANDBOOK FOR TILE INSTALLATION. ........... SEALANT 3258 INSTALLATION SHALL BE IN A", Z, IHS ........... A)ALL FULL HEIGHT UNITS TO BE FURNISHED IN 0,* ij!4:171 t 111''11 11i" ACCORDANCE WITH ANSI Al 08.1 FOR DRAWN BY ............ TO ACCONMIODATE THE SPEC[FIED CEILING HEIGHT,1AITH 7 FLOORS AND ANSI A10FA FOR WALLS, RPIGSIJF 14 ADDED FOR FIELD VARIATIONS.PARTIAL HEIGHT UNITS ——————————— FLOOR 2. IN ST4,11,SEALANT AT ALL INTERNAL .............. J ........... . ........................ SHALL BE PROVIDE 70 ACCOMMODATE THE SPEC119ED AND EXTERNAL. CERAMICTILE CORNER FLOOR UN17 HEIGHT, SCALE AND I NTERSECTIONS W.CISSIMILAR SUIRFkCE MOUNTED GUARD AS NOTED MATERIALS, AT PART'LLIL HEIGHT ELEVATION e)A MINIMUM 24 GA CHANNEL STUDS MUST BE SECURELY ANCHORED TOP AND 80 790M TO INSURE POSITNE u 1,=4 B. SEE DOOR SCHEDULE FOR SADDLE DRANNING NUMBER EXI$TING CONCRETE SLAB ATTACHMENT OF ALUMINUM RETAINERS. TYPE LOCATIONS, j�SECTIION CERAMIC TILE WAINSCOT GI OUT FLL FULL DEPTH OF SLAB EC A,,703 , 00 LATEX-PORTILAND CEMENT MORTAR �FMARBLE SADDLE DETAIL (S-4) MAY 2017 —7 Atrl J, k4LO3,)SCALE.f-'7zf-Cr ��03 ��03 wCALE-N,T.-S tE PENETRATIONS SEAL SHEETNO: 16 OF 16 Drawing,Specifications And Other Documents ISSUES / REVISIONS Prepared By Fire Suppression Design,Inc. X-7 7116" N❑, DATE DESCRIPTION Are The Property Of Fire Suppression Design, Inc. And Shall Remain The Property Of Fire Suppression Design,Inc.Whether Or Not This Project Is Constructed. Nor Be Used On Any Other Project,Except By Agreement In all 12 Writing And With Appropriate Compensation To Fire Suppression 7 Design,Inc.. To Insp.Test 6' 2 16 - 10" fIICM 7 4 ir GC 7-6 CC 5 G r" 1177 M () 11 12 V 3 lb 15 + ( 6 115/16" ('-115/16" ll�,,,�\\ Denotes New Piping /Mm nm M= 6 \ IA C (,a ' SPRINKLER HEAD LEMIC a* RRANCM INF \ O r'" N NOMINAL THIRD TEMP. .N ' SYMBOLTYPE FINISH ESCUTCHION SN# ORIFICE SIZE K-FACTOR RATING OTM' 0 UPI BRASS Viking VK300 10 Ilr 5.82 212• 80 Attic CC E 8 1114 7 11 11/4 9 1 a ° UP It BRASS Viking VK3W Ilr trr 5.W 155' 22 \ 14 C -4 C -4 14 C GDncael WHITE Vlkirq SIN VK482 1l2" 1rT S.W 155• 81 V SkW"II BRASS Viking VK481 W2° 1rz 5.80 165' S 0 N ® Ory Pend Rb Vlking VK194 1W 1- 5.80 155• 1 1 2 4 5 ' TOTAL: tae re- PRDF�.FROM Imm 111=IRW ch 114 1114 1"TM YA.M - - - - - - - - - A 1°;W__` I. rrt M 0-11 7-9 CC 6-2 C n Tom RWI 17 to s 20 R21 +, „ Ire Marshal tamps WOOD JOI9T IJ WOOD JOIST OR BEAM tEYP.C51RRTne11 eo L) ( 610D FOR 11SI119 ONLY U (� SOCKET OR er_M1 1'IMI011 N p r.H N O �/ DRNE SCREW (M RFia�t�On WT�)/ � 22 23 25 26 0-11 / +1 -tt I C � o - 1 PLU RNA�R celuNGFLa tAT.R Q 1.R Ground Floor .0 V �[ I HANGER RIND c0 UU`/ •- U = • N o -1 C -1 .+ ING TaaH«eraAMF + 19 11 27 28 9 30 31 I C D Pendent ( Fire Alarm System Not Part s Contract. a•a W/emmi REA u7 IZ lsI I I I I r:4 I I 'N __4 In obby I Waterlows&Tamper Switch + M 10 tF�r� 3 3 3 w &.9 lctqr _ ftr Shall Be Interconnected Into 4 1�- I' C) Si wall In a U Dry prinkTer or�wn- - - '--- - The Building Fire Alarm System WOOD ST d v Q Upon Completion Of Work A Contractors Material And Test Certificate For LAO OR WOOD SCREW 11-3 CC 5300.0 S Ft. Aboveground&Underground Pim QREOO) 0-10 Q• g g Piping CC 61 Fire Sprinklers Will Be Completed And Submitted to Owner&A.H.J.. All Required Signs To Be Installed WEIGHT OF PIPE WITH WATER Attic Building To Be Heated SIZE SCH.#10 SCH.#40 CAPACITY Av .Fit.w t. 1" 1.81 2.06 0.045 1.0 Ib.Sc All Equipment Approved/Listed For Fire Protection Service. 1❑ 2.52 2.92 0.078 sSc ---- Owner/Occupant Shall Be Responsible 1❑ 3.04 3.60 0.106 2.0 lbs.Sc To Maintain The Fire Suppression 2" 4.22 5.10 0.174 s.Sc System In Acccordance With N.R.P.A.M13(Larest) 20 5.89 7.90 0.283 6.0 lbs.Vic 3" 7.95 10.77 0.433 s. is This Plan Is Approved Only For Work Indicated On The Application Specification Sheet. Hander Rod Size All Other Matters Shown Are Not To Be Up To&Including 4"-3/8"Rod _ 1 Relied Upon Or To Be Considered As Either03 Being Approved Or In Accordance With Da� n 77 Applicable Codes. LJ em To Be Tested _I 1 I I I I I I I N NFe OF ICE SystN.F.P.A.#13(2013)s Per __.. , V , V I , V , V I V , V I V = - ILTI �� Parg.#24.2.1.2 DESIGN CRITERIA JUL 1 7 2016 I I I I I I I I 1 i i 1 i 1 i • 1J1 • i 11 i • 1JI • • 1 s 4 OCCUPANCY CLASSIFICATION: L.H & O.H.#` �'' ��, D a • - 1 o.c 1 - cc I z- c I 1 - G I 12- cc I 2 c s-s c 3 ® 7 • METHOD OF SIZING PIPE: HYDRAULIC CALCULATIONS TO '" ` `' 'u0 C ) I I I I I I c - R► TYPE OF CONSTRUCTION: Wood Frame - - - - - _ _ _ N U PROTECTION AREA LIMITATION: 130 SQ.FT. Design By. Fire Suppression Design,lnc. _ MAXIMUM DIST. BTN BL & BTN SPK ON BL: 15 FT. rill I • N o POSITION OF DEFLECTOR: As Per N.F.F.A. Ronkonkoma, Y 1891 South Second 1reet 779 1z 14 1 1 1t • 1a • 114 4 114 1 I AREA OF SPRINKLER OPERATION: 2535 & 900 : q.Ft. (631)737-3009 Fax 3884 E-Mail HFIood6020�AOL.Com r -6 • 8 5 C 1 -0 C 1 -0 C 2- C 1 -0 C 12- CC 1 -0 C 8-0 C 4 - - �' DESIGN DENSITY: 0.10 & 0.15 uPM/Sq.Ft. HOWARD J.FLOOD NUMBER OF UPRIGHT HEADS: 82 Y A oc r* v NUMBER OF PENDENT HEADS: 62 367 Veterans Memorial i hwa • --.-- ------ o EXISTING NUMBER OF SIDEWALL HEADS: 5 Highway 18 a 74 1 1 1J 1 1J4 1 ACOA AMP Commack, NY 11725 • T TAL NUMBER OF SPRINKLER HEADS: 149 6318642346 IT o ® - • • 3 • 9-1 ® 113C ® - 3 -7 CC 9-5 C 3QI - 4-0 c TOTAL FLOOR AREA PROTECTED: A & 2 5300 each C 2400 13000 Tot � . N � � • Robert DeMonte • - - - - - COP TIM _ - VESTIBULE N DRAWING TITLE ce' 4 114 11 11 4 4 114 O 0114 N T U O 3 • 5 C • 10 ® 6- C • 4 e' 5-9 C • - 1 - - -3 C 5- CC -6 CC 6-6 • COVERED • • iy1'" • o • o 0 WAITING AREA i �e ri n f er U C • rJ ® ® • • v Sprinkler 124 SF From Attic SITE PLAN , RECEPTIDN O OPipine -- - nZi DIAGRAMS & NOTES EFT G Ei�IR 5300.0 Sq.Ft. Installation In Compliance - - - - F.D.C. &Alarm 66 Fire Sprinklers '� N.F.P.A.#13 (2013) PI%NG FOR BRANCH LINES PIPING FOR MAIN$ Bell Vtc2• 20 b9' ®BCN..4D C3 so CAPACITY OF DRY SYSTEM C3 sm.r4d ®sm.bw 0BLTi xi QBL.T/e SIZE LENGT;i x CAPACITY=TOTAL en Horan, P.E. Railroad UP C3 Cl, -Tld 0 D�F0 � o e 20.+) 0.045 0.90 C3 Dr°.Fb pBle.eMnw ,.o.r, P IE ¢ 11r" 540.4) 0.078 42.12 891 South Second Street Ground Floor ow.LJ� ❑BlaeeMe"x �4,°z1 AT GRADE DE � � POTTER 10° 3" 330.1) 0.433 142.89 Mi iii H iii iii 1111111111111111 ill M! 11111111111111111111 ALIFITTINGSTOBrUiJMAPPRW-D L PBA-ACMBDtDC TOTAL FEET 8$0 r) GRAND TOTAL 185.$1 Ronkonkoma, New York 11779 BIASEMASTER MFA X48.4M M(P"6 FKII r ELECTRIC N N BELL ALL BRANCH LINER TO PITCH 12•PER 10'-0• O ALL MAINS&BULK RUt,3 TO PITCH 1/4"PER 10'-0" 631-981-8497 EXTERIOR AIR SUPPLY SHAL L BE CAPABLE OF RESTORING cow TAIR NORMAL AIR PP?SSURE WITHIN 30 MINUTES 1'YLSr Y�N SEAL- & SIG URE DATEI MCBM 45•Fl tr/E4l0510II ara fA.TO 3"r4 01 pF • . , ' w 1 �g��oN�'✓ DRAWN BYI H.Flood A .� � -- \v_______ Cellar Iro V ITS _ mss. I 6 '$ ; r.� ti��, v ALT. FLOW SWITCH .r CHK B Y POTTER VSR-SP/SF 01�Tw� R y ppE kR �1 +k W 1 2 3 4 .,,IA'.W 0, ' ? DRAWING NO, f0 h OSJM WlK t rW '.-.:y''6-3' O+ +Rs - W 1Ja 4 114 114(? 14 114 aFall�, 0, 07357 SP 1. 04f 1 C 8w1 WATER FLOW AND TAMPER SWITCH , 5 F+On01 SHALL BE INTERCONNECTED INTO a O 4-8 4 0 9-9 CC 9-9 CC 9-9 SCC 5.6 CC 2-6 5-0 �,.,,,,,,,,, THE BUILDING FIRE ALARM SYSTEM FEss� N JOB# I ALL WIRING AND APPROVALS BY x E W _ CC CC CENTRAL FIRE PROTECTION ALARM CONTRACTOR. I%S�i7 U W U s DRY PIPE VALVE Q - - - - - I- l ALT.PRESSURE SWITCH IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF aA%- IGWBIV NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF E- -11- A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE MECH RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE W ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION W 4k22 x 244 10 MAINDRAIN "ALTFRFD BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION BRASS FIRE DEPT., W,Ikinr4000SY VaIMB + + �_ FLOW TEST 6 7 8 9 0)4 CONNECTIONW/WALL TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. PLATE& BALL Wilkins W/PDtterPCVS1:2STATIC: 54.0 SIU F.TOMATCH DRIOVALVE ModBl#375Tempe Switch p 1 1 11 11404T 114 N 0 TREADS TO READS PROJECT TITLE � /loll �p1►t�,� a y�(j m RESIDUAL: 36.0 psi 7-9 cc 9-9 CC 9-9 CC $CC - - - ° ' North Fork SurgiCenter O FLOW: 2026.0 gpm�r CC c U CENTRAL O r► PITOT: 20 psi 1-4.5 _ _ _ _ _ -esrCT�n� J_ _ o- 4"CHECK VALVE PLAN VIEW 700 BOISSEAU AVENUE DATE: 06/25/18@1400 - - - - - LOCATION: Site � N = -� SOUTHOLD, NY � TESTED BY: S.C.W.A. CURB BOX BY WATER Co. - T 2 36 NEW DCDA BACKFLOW PREVENTION gdSTALLUNDERGROUND 4, DEVICE INSTALLED BY PLUMBING RISER DETAIL AS PERN.F.PA#24 1000'63,'3.7 Map 2 9 C 9 8-fl 7-4; E7-OCC '. 211 BEGINS AT BACKFLOW ASSEMBLY AND WATER COMPANY DeMnf-FP U CONTRACTOR. SPRINKLER WORK REQUIREMENTS OUTLET OWNER 4 1 EXISTING 4�FlRE SERVICE TO RL-MAIN. tr:l �:� _ SOUTHOLD ASC. 35 up F.D.C. 700 BOISSEAU AVENUE 3 SCALE Cellar 2400.0 SCI.Ft. 1/ " =1'-o" 22 Fire Sprinklers 0 1 2 3 4 8 SOUTHOLD, NY 24 OAN Drawing:D-Size 0.104 �N!i 7F 15 SD C.'_'?: F81D Itcd 7' JI'SIDIRSD I � �� Q PATIENT Us (DIEIDH O 11� OIFSCHANGING EXAM 0 0 CLA55 B 5TER I)F 8 O.R. 5TCRAGf O OFFICE 1-Z 4,j PATIENT i 15 CONFERENCE co O PRE-OP PRE-OFLOCKERSCd MULTIPURPOSE 75 i F i PRE-0P 1'05T-#11�BAY PO5T-OP BAY 705T-OF BAY P05T-OF BAY P05T-OP BAY P05T-OP BAY cd DAY#f BAY#2 BAY#3 -- - - --- -- - ----- -- - - - -#?--- - - --#3- - -- - #4--/ 4--- - --#5---- #G--- - -- p O 0 &0 Az 0 CI!RTAIN CL_3 ftc L'CLE Q, TPAC'r (CCT) 44i Q A-Z --FSD C) 0 c-) PRE OP/ 75 75 IFSDI 2 /-Z A.:- RfCOvf Fly /-Z X, RF cd NURSE 1 75 1 gIDES] L OM -STRICTED �TIE 5U5-5TAI[ON cd XR 5 40 0 Q,- CORRIDOR 14J - ff/MED 5 - - - �D NURSE I EX15TING ADA Q- (S XR' 75 log i -�75 (7s,,, WAITING Qj GO D15T. Lila I ACCE5115LE cc TOI LET 5TArF ed STATION AKLA RAMP 141 g R' �S 5TATf Rrr.� I rAiIDN ' I IF TOILET STORAGE SOI LED i -j GENERAL LOU HOLDING 15 n- 0 co STORAGE 0 (D od odd 0 IX15T � S w SEQUENCE OF OPERATIONS 9S OE PUBLIC i 5TAIK 1 75 SCOOPS ------- ff W� 111 FAA P AREA SMOKE-/HEAT DETECTOR fEC O ed GENERAL 9 COKKIDOR OCE55 0� S I 1 9 EQUIPMENT 9 Q STORAGE ESR SMOKE DETECTORS AT ELEVATOR 0 00 0 0 frC RESTRICTED V/ATILDN� NUR TO f SUB-STATION Ell 16 XI TIE" 15 cd 75 S 5TOFAGF S CLA55 23 Cd S IS RECEPTION (DIF PULL STATION ALARM (D 00 C i (D iE� VE5TIBULE TMP-F ` 5U ji, -x Cd STAFF S 5T FRLI- !ANE5THE-9 1 75 0 (D Q DUCT DETECTOR 15 15 GENE F?,AL STAFF STAFr I cd LOUNGE VL 11 L 5 COVERED ��Fw 15 GROSS cd 4<cd I EQUIP. CHANGING 15 WAITING AREA Cd ANTEROOM DEACON STORAGE S KITCHEN HCOD (ANSUL SYSTEM) NOT APPLICABLE 15 75 cd 7F WATER FL OV SWITCH ED ORD-] MEDICAI FILING CAB. TAMPER SWTCH GAS GENERAL TFOUBLE CONDITION 0 0 UP GENERAL SUPERVISORY CONDITION r EXISTING STAIR II 5TING CARBON MONOXIDE DETECTOR 0 0 FIRST FLOOR PLAN M5TAI R UP SCALE 1/8"=V-0" UP PATIENT DROP Off AT GRADE WIRE SPECIFICATION CHART FIRE MARSHAL APPROVAL STAMP BOX USE WIRE I THIS INSTALLA11ON AND DESIGN IS IN Ip Al ADDRESS LOOP #18 AWG FPL WIRE FIRE CODE SECTION 907, NATIONAL FIRE INITIATING ZONE #18 AWG FPL WIRE PROTECTION ASSOCIATION (NFPA) 72: 2007 SIGNAL CIRCUIT #16 AWG FPL WIRE AND MANUFACTURERS SPECIFICATIONS 120 VAC/GROUND #12 AWG/#12 AWG EXTERIOR 5TAK 75 F FSD 71 VACULM FS AT5 MECH TF co Lj 75 C) < ACCESSORY STORAGE 75 cd 75 Co ed MECH O F UP ELECTRIC FF UTILITY / O SPRINKLER 1300UMF5TER TS-rSi PTS TS IM M TS TS TS F IM TS YYr1 75 d BASEMENT FLOOR PLAN SCALE - 3/16"=T-131" ZOv NO. DATE ITEM THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THEPLAN REVIEWED AND STAMPED BY: SCALE: A5 NOTEDRAWING TITLE: FIRE ALARM FIRST AND BASEMENT Briscoe Protective Systems, Inc. D DRAWING NUMBER: 1 8-13-18 5U5M1TT0f(UMARSHAL NATIONAL FIRE PREVENTION CODE (NFPA 72-2007) AND THE FIRE CODE (FC) OF NEW YORK STATE. JERRY RUMPLICK, AIA PLANS, SEQ. OF OPERATIONS 99 Mark Tree Road I -✓ < / 4/! DATE: 8- 1 3- 18 Z THE FIRE ALARM AND SMOKE DETEC70N SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE 197 MONELL AVE. 0 Centereach, NY 11720 1 PROJECT: 0 NATIONAL FIRE PREVENTION CODE (NFPA 72-2007) AND THE PROPERTY MAINTENANCE CODE (PMC) OF NY STATE. 5; ISLIP, NY 11751 SOUTHOLD ASC Li Michael Petrone: 631 -864-8666 \1�;. -�a DRAWN BY: J5F, FAm2 LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME OF PLAN APPROVALS 516-250-5718 700 BOISSEAU AVENUE AND OR AT FINAL SITE INSPECTION. ANY' SYSTEM MODIFICATIONS, ADDITIONS OR ALTERATIONS SHALL BE DONE IN NYS License #12000032751 NYS LIC# - 024878 COMM: SOUTHOLD NEW YORK 11971 ORDER TO COMPLY WITH THE VILLAGE, TOWN OR COUNTY FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. GENERAL NOTES: 1.ALL SYSTEM HORNS WILL SOUND ATEMPORAL 3 SIGNALING RHYTHM UPON ACTIVATION OF A FIRE AND SMOKE ALARM AS PER NFPA--n. +RTUO 2.ALL CO DETECTORS WILL SOU14D A TEMPORAL 4 SIGNALING RHYTHM UPON �, �"� Q�� ° ` ACTIVATION AT THE CARBON MONOXIDE DETECTOR.ALL CARBON MONOXIDE °. yx".� �q i��y •� sd DETECTORS WILL TRIGGERAN ALARM CONDITION ATTHE FACP AND REPORT IDOS TO CENTRAL STATION. 3.ALL STROBES WILL REMAJN ACTIVE WHEN ALARM IS SILENCED,AND WILL ROOF ;" `�� DEACTIVATE(STOP FLASHING)WHEN FACP IS RESET. �qy '0b. Y NNE T 4.FANS MUSTALWAYS SHUT DOWN UPON ANY FIREALARM DEVICE ACTIVATION AND WILL BE RESET FROM A KEYPAD CODE SEPARATE AND DISTINCT FROM THE a 1 9a Kis Gt 0 PANEL RESET CODE. cJ D } 'LE D� 5.EXACT PLACEMENT OF DEVICES TO BE VERIFIED IN FIELD. 25 C 6.ALL MANUAL PULL STATIONS MUST BE MOUNTED 48' FROM FINISHED FLOOR �—HVAC [�U CT 4 R P� L4 TO THE PULL LEVER. 7.ALL HORNISTROBE AND STROBE DEVICES MUST BE MOUNTED A MINIMUM OF A� " F THE DEV ORA MAXIMUM OF 90"AFF TO THE TOP CEILING ; �u�D� i M 80 AFF TO THE BOTTOM O ICE i OF THE DEVICE. )D CO S D S D 8.SMOKE DE TECTORS AND CO DEFECTORS MUST BE MOUNTED ON THE CEILING FSD R '3 x S O U T H O L. I M M A MINIMUM OF 3'-0"FROM ANY AIR REGISTER. �� RY L 1x STA. TO 9.CONTROL PANEL MUST BE MOUNTED NO HIGHER THAN G-0"TO THETOP OF ��° THE BOX.THE REMOTE ANNUNCIATOR MUST BE MOUNTED ATAVIEWABLE HE T»a ,� ; ,� ' r„; ;�„ 7s 15 cd Yo, N FY�s Ht FROM THE EXTERIOR PREFERABLY BETWEEN 54-64 INCHES IN HEIGHT. T Cd Cd / �n 10.DUCT SMOKE DETECTORS ARE NOT REQUIRED WHEN ALL PORTIONS OF THE POS OP ' ”' s� tv No P ,� � �� L pond BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA PATIENT STAFF � �� T.��y �� } 'K�'��R�xn < � .0 SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDANCE WITH TERRY ';. 9072 OF THE FIRE CODE OF NEW'YORKSTATE AND NFPA,72 —h VAC ' TOILET LOUNGE I �� ,,AsM��.� 44� ot HS0U74GA ftov'1Ga C ► y �- DUCT t a BUILDING NOTES: {� H.s. , E K c� vA -Do �' 1.THIS BUILDING HAS A NFPA:13 SPRINKLER SYSTEM. ChA5E '� a�'�` '� r ° It aY\� i 2.THIS BUILDING HAS NO COOKING APPLIANCES. FIRST FLOOR JAon- ,� '� a 3. THIS BUILDING IS HEATED WITH NATURAL GAS. 4. HVAC= HEATING,VENTILATION AND AIR CONDITIONING SEE HVAC CHART FOR UNIT SIZES. � ± � � CRSc►c DR �a.;..��4 �� I Harper5.THERE ARE DUCTED RETURNS ON BOTH THE FIRST s t� t .a P! AND BASEMENT FLOORS. 5D CO 5D �� ; -,1 .Tn �ey Cr 6. BUILDING IS MASONRY AND STEEL STRUCTURE. 7. OCCUPANCY USE-GROUP B-MEDICAL/OFFICE DUCT----->OFFICE P X 44 ��. Qs snurNato 4 p 8. CONSTRUCTION TYPE-2B NON-COMBUSTIBLE _. IMPIAw T1 r4/ :vsr - #c�asm�►a R A W FIRE ALARM ACTION NOTES: ; `: 75 �ausEuM �� 'R �' 1� n�R�r o y lcx'gR cn`�Ctt ''?�'k Qtly 1.ALL SYSTEM SIGNALS TO REPORT TO: ( Cd ,��``f1 tl,�-;.7 FSD R „ 0Rp,N RQ f'dt� �SlE3p �� fy�° 7 m �+y J xeNNE AFFILIATED MONITORING THIS INSTALLATION AND DE=SIGN IS IN „�4� 4�� STORAGE (x f p 2 STAHUBER AVENUE ACCORDANCE WITH NEW YORK STATE ," , � ��ra Q ci��N `� �� '` ��' °° � � UNION NJ 07083 - � � v GtENk �r w'� �� „ x 5-; FIRE CODE SECTION 907 NA�IONAL F R �� ' ' T 1Ar 800-296-9000 I72-\2007 �, �l /� I �,<�� r4 est �.-r ,, �Sr�ut loId PROTECTION ASSOCIATION (NFPA)7 :;2007 � ?� Y.C. AND MAK°' :"'=ACTURERS SPE(.`3FICATIO` C, N PROJECT BASEMENT KEY PLAN SITE ' SCALE - NONE WIRE SPECIF=ICATION CHART BUILDING SECTION USE WIRE SCALE - NONE ADDRESS LOOP #18 AWG FPL WIRE FIRE MARSHAL APPROVAL STAMP BOX INITIATING ZONE #18 AWG FPL WIRE RTU-1 RTU-) RTU-3 RTU-4 RTU-5 RTU-6 i SIGNAL CIRCUIT #16 AWG FPL WIRE io S FS ID S: F; iD S FS ip S FS is S FS' o-� Fs 120 VAC/GROUND #12 AWG/#12 AWG - FIRE ALARM SYMBOL LIST FSD R FSD I FSD R FSD FSD R FSD FSD R FSD FSD R FSD ABBREVIATION LIST SYMBOL QTY DESCRIPTION MAKE/MODEL N.T.S. NOT TO SCALE I I I I S FRCP 1 FIRE ALARM CONTROL PANEL EST 101000 AFF ABOVE FINISHED FLOOR (5) TOTAL CEILING ® 1 KNOX BOX KNOXBOX 3200 SERIES C.T. CEILING TILE (3) TOTAL *RI FAA 1 REMOTE ANNUNCIATOR EDWARDS RLCD-R S.R. SHEET ROCK IM (5) TOTAL —' 75 14 HORN/STROBE UNIT EDWARDS G1 RF-HDVM cd O.T.W.D. OPEN TO WOOD DECK b � F S I\. � F F-MP 15 15 STROBE UNIT EDWARDS GIF-VM (3) TOTAL CO 2OTAL Wp (2) TOTAL cd COUNTER WITH WALL (43)TOTAL (5) TOTAL ( ) TOTAL (1) T CABINETS FAA (I) TOTAL COVERED WPD® cd 7 1 EXTERIOR HORN/STROBE UNIT EDWARDS WG4RTS 75 (15)TOT 5 75 WAITING AREA 5 MANUAL PULL STATION EDWARDS 270 cd cd PS CEILING SOP LY 1fl O (9) TOTAL ®F 3 135° FIXED HEAT DETECTOR EDWARDS SIGA-HRD AIR SMOKE FIRST FLOOR O 58 SMOKE DETECTOR EDWARDS SIGA-PD 3'-0" REGISTER �" MIN. DETECTOR (2) TOTAL (DMP-F 1 MOISTURE PROOF HEAT DETECTOR EDWARDS 302-AW-194 FSD IM FSD R , CO 7 CARBON MONOXIDE DETECTOR EDWARDS SIGA-COD �J HORN/STROBE Q , 7 SOUNDER BASE FOR CO DET EDWARDS SIGA-AB4GT & STROBE DEVICE F S b F CO (2) TOTAL (I O)TOTAL (I) TOTAL (2) TOTAL (DID 6 DUCT DETECTOR EDWARDS SIGA-SD DEDICATED p 7Cd5 �RTs 0 REMOTE TEST SWITCH EDWARDS SD-TRK t 5ECONDARY D P5 (I 1)TOTAL TRAN5MI5510N POWER (5) TOTAL Ts FS 6 FAN SHUTDOWN RELAY EDWARDS SIGA-CRH PATH � (3) TOTAL PULL STATION F; 61-811AFF FACT 5U L ��RI 5 REMOTE INDICATOR LED EDWARDS R-LED DEDICATED (3) TOTAL POMP,CIRCUIT IM 6 ADDRESSABLE MODULES EDWARDS SIGA-CC1 & RM1 4'-0" IM r AFF AROUND TO V&'ATER 5ERVICE ®BASEMENT 6 CONTROL RELAY MODULES EDWARDS CIGA-CR;MCR _= FLOOR TYPICAL DEVICE LOCATIONS FSD 6 FIRE SMOKE DAMPER SUPPLIED BY OTHERS N.T.S. RISER DIAGRAM SUPPLIED P]F SPRINKLER WATERFLOW SWITCH LT LOW TEMPERATURE SWITCH SCALE - NONE BY OTHERS TS SPRINKLER TAMPER SWITCH a PRESSURE DETECTOR THE CARBON MONOXIDE DETECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE NATIONAL FIRE PREVENTION CODE(NFPA 720)AND THE FIRE CODE(FC)OF NEW YORK STATE. THE CARBON MONOXIDE DETECTION SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE Ll �Iy 0 Y9 NATIONAL FIRE PREVENTION CODE(NFPA 720)AND THE PROPERTY MAINTENANCE CODE(PMC)OF NY STATE. Y` NO. DATE ITEM THE FIRE ALARM AND SMOKE DEI-TECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE Briscoe Protective Systems, Inc. PLAN REVIEWED AND STAMPED BY: ,SD Aqc SCALE: A5 NOTED DRAWING TITLE: FIRE ALARM NOTES - SCHEDULES, DRAWING NUMBER: 1 8-13-18 SUBMIT TO FIRE MARSHAL NATIONAL FIRE PREVENTION CODE (NFPA 72-2007) AND THE FIRE CODE (FC) OF NEW YORK STATE. 99 Mark Tree Road JERRY RUMPLICK, AIA ��S R"M��' RISER DIAGRAM, SECTION & KEY PLAN cn <v ID DATE: 8- 1 3- 18 z THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE 197 MONELL AVE. 1xr NATIONAL FIRE PREVENTION CODE (NFPA 72-2007) AND THE PROPERTY MAINTENANCE CODE (PMC) OF NY STATE. Gentereach NY 11720 ISLIP NY 11751 �' PROJECT: DRAWN BY: JSR SOUTHOLD ASC LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME OF PLAN APPROVALS Michael Petrone: 631-864-8666 516-250-5718 `��_ oar 700 BOISSEAU AVENUE ° NYS License #12000032751 'N F1 AND OR AT FINAL SITE INSPECTION. ANY SYSTEM MODIFICATIONS, ADDITIONS OR ALTERATIONS SHALL BE DONE IN NYS LIC# - 024878s � _ �y COMM: SOUTI�OLD, NEW YORK 11971 ORDER TO COMPLY WITH THE VILLAGE_, TOWN OR COUNTY FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. NE v GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTIONorth � Fork — ——= EXISTING WALL TO BE REMOVED 1. ALL GWB PARTITIONS SHALL BE 5"THICK TYPE 2 A W TH A I ACST INSULATION(U.O.N.) EXISTING CONSTRUCTION 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. TO REMAIN 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE NEW PARTITION &MR GWB ABOVE. Sur4w" iCen f—SOUND INSULATION WHERE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U1.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN 700 BOISSEAU AVE; SOUTHOLD, NY 01 te A INDICATED STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 2hr INDICATES PARTITION TYPE 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED FIRE RATING WHERE INDICATED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. � C EXISTING DOOR TO BE REMOVED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16'O.C. EXISTING DOOR TO REMAIN =4)�(EX) EXISTING 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE13 (U.O.N.). 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. (� 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE NEW DOOR AND FRAME ~ $ � DOOR TYPE AT ALL SCREW HOLES AND JOINTS. t INTERIOR ELEVATION INDICATION rN 00 INTERIOR ELEVATION NUMBER 01 I XXX ROOM TAG ---ROOM NAME 0 ROOM NUMBER SF—ROOM SQUARE FOOTAGE ISSUE: 1 HR FIRE RATED PARTITION NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1.30.17 GS 03 ISSUE TO PLANNING BRD 11.02.17 JF EXTERIOR 04 ISSUE FOR DOB APPROVAL03.23.18 JF STAIR 1EXISTING GAS METER &C-.777 �J r7l I.EX) T-8' Q REVISIONS: 7�-O� NEW WATER HEATERS NUMBER DESCRIPTION DATE BY N _ 01 CELLAR DWG ADDITION 10.5.16 GS ' ATS aoF; �4 EXISTING SUMP AHu PIT TO REMAIN 42 SF R 02 PER DOH COMMENTS 11.21.16 GS VACUUM — ;63 7 s 03 PLANNING BRD. COMT'S 10.30.17 JF 45 - 04 REV'S PER BLDG. DEPT. 03.23.18 JF 88 SF ;: 7= F ,�..,. . z, B� FEC ; DISTRIBUTION PANEL 5 AHU B-2 _- NEW 4 H DO NOT SCALE PLANS DGP F `O ARCHITECT OF RECORD UP OPEN BASEMENT DOMESTIC WATER Terjesen Associates, Architects ® BOOSTER PUMPL� 248 West 35th Street 11th Floor New York, NY 10001 1739 SF I/ I �-,� N CC JJ 212.239.1526 Fax:212.736.7899 k . . . E-mail:info@a tedesenarchitects.com J - FLUE IN EXISTING CHIMNEY MECHANICAL ENGINEER R LER 12 EP ENGINEERING -0 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 _ - -� _ G° `�� `� T:212.257.6190 F:212.994.8091 BOOSTER PUMP °p STRUCTURAL ENGINEER r PROJECT North Fork Sur iCenter 700 BOISSEAU AVENUE CELLAR FLOOR CONSTRUCTION PLAN SOUTHOLD, NY SCALE: 3/16" = 1'-0" DRAWING TITLE AREA: 2410 SQFT (NO CHANGE) CELLAR FLOOR 1 CONSTRUCTION' PLAN DATE 3.23.2018 1v M h PROJECT NUMBER 3258 RAWN BY NOV ' 8 2019 RP/GIS/JF SCALE q i n 3/16° 1'-0w DRAWING NUMBER I A-200 .00 SEAL SHEET NO: 8 OF 18 i MILLWORK PLAN LEGEND SYMBOL DESCRIPTION orth! FLOOR FINISH ® ARCHITECTURAL MILLWORK DOOR SADDLE SEE A603 SurgiCenter IFOR DETAILS o r L -- CHANGE IN FLOOR FINISH 700 BOISSEAU AVE;, SOUTHOLD, NY .-.. :',: .- i,I .. --. .. •.. ....- 1.4 = n -f .. .. 11 A500 I A500 I A500 I _ A500 I �A&00 l A500 ' A500 I A500 I �_ A500 SV �° '� ABBREVIATIONS E E I E I E I E I E I E I E I E I�� I I � 1 I ■ I Iut TYPE DESCRIPTION I i VCT VINYL COMPOSITION TILE I ~ � ■ ■ - O SV O LVT LUXURY VINYL TILE 1 �� ' -------------- ---------------J---------------/----------------/ -------------—/-- — ' ---------------- � � :' SV SHEET VINYL CT CERAMIC TILE LVT LUXURY VINYL TILE(WOOD PLANK) -- -- -- -- A500 CON EPDXY PAINTED CONCRETE �" A500 101-1 c LIN FORBO MARMOLEUM WITH WELDED SEAMS SV A500 " B ■ WM WALK-OFF MAT FORBO CORAL PRODUCT B 5-5 NOTE: G.C.TO COORDINATE FLOOR PATTERN WITH ISSUE: OCRASH _ SV O CART �-�, INTERIOR DESIGNER - .... NUMBER ER DESCRIPTION DATE BY CT I A500 �-�_ I 01 DSG-01 SUBMITTAL 8.29.16 GS ■ 02 ISSUE FOR BID 1.30.17 GS SV r �� o / L._. � --- �----- --- ~ /" A500 a `' 03 ISSUE TO PLANNING BRD 11.02.17 JF 1. W. 04 ISSUE FOR DOB AP,PROVAL03:23.18 JF ;CRASH - s':4fv - " \ --- - A500 ',w e .- CART - - _.. ..,_ -- — o—no ■ ■ \ 3-6" ' L- A500 A500 A500 A560 ti A500 _ z A500 A500 SV SV B B B B <'' B B I I D I SV A t4• DRINKING SV 5'_2" S 5'-9" 5'-1" ---- z II x500 sv - ---� FOUNTAIN I n I REVISIONS: T A500 W v I I i I � II I REP. _ " p NUMBER DESCRIPTION DATE BY L-�r — �.,�... .:..... u.. - --� W 01 CELLAR DWG ADDITION — .n I I (TION 10.5.16 GS ' 02 PER DOH COMMENTS 11.21.16 GS ----- ----- 03 PLANNING BRD. dOMTS 10.30.17 JF UP I SEE DET I o I 04 REV'S PER BLDG. DEPT. 03.23.18 JF IFOR DETAILS i � a I N Y UP 4R I 1- a UP 3R / MILLWORK DETAILS DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York,NY 10001 _ 212.239.1526 Fax:212.736.7899 C/) PANEL WHERE W PANEL WHERE E-mail:info to'esen W " INDICATED SEE �_ " architeCts.COm INDICATED SEE 1 _� (U,Q,N,) 1 1 (U.O.N.) Q INTERIOR ELEVATIONS Q INTERIOR ELEVATIONS > > @q MECHANICAL ENGINEER ° ° ° ° EP ENGINEERING ° ° 1 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 Z ADJUSTABLE ° ° Z ADJUSTABLE ° O SHELVES O SHELVES T:212.257.6190 F:212.994.8091 ° ° 1 ° ° J ° ° co ° ° STRUCTURAL ENGINEER CV PL PL ° ° LOCK WHERE ° ° ° INDICATED ° ° ° ° WIRE PULLS WIRE PULLS 0 0 UNDERCAB LIGHT PL UNDERCAB LIGHT PL SEE PLAN �—PLAs-LAM WHERE INDICATED WHERE INDICATED SOLID QUARTZ PROJECT COUNTERTOP @ ECEPTION) PLAS-LAM --_ 1�-2' North Fork S u rg i Ce me r - PLAS-LAM Zv 4"HEIGHT PL (SOLID QUARTZ COUNTERTOP@RECEPTION) 700 BOISSEAU AVENUE cA _ SOUTHOLD, NY O BACKSPLASH FORBO CORK , N PLAS-LAM _ WHERE INDICATED _ SEE PLAN FORBO CORK COUNTERTOP SEALANT o PLAS-LAM PL WHERE INDICATED (SOLID QUARTZ -- COUNTERTOP @ � SCRIBE TO WALL RECEPTION _ WIRE P LL a o DRAWING TITLE cv - ------II ------- - �' - ------------ PLA M MILLWORK - ---- _______________ __ NOTE:ALL DRAWER NOTE:ALL ° ° P LA(�1• DETAILS; NOTES ADJUSTABLE SHELF ON FULL EXTENSION DRAWERS ON FULL ° ° N GLIDES EXTENSION GLIDES � I M ' SHELF " REMOVABLE REMOVABLE N WHERE INDICATED ch N ACCESS DOORS N ACCESS DOORS N ° ° © DATE' N N I N WIREWAY N ° ° cSC� n 3.2312018 N I PL- PL PL(EA SIDE) PL(EA.SI E) (WOOD VENEER ° ° cPROJECT NUMBER (WOOD VE EER ° 3258 _ CB '` VCB OR SVB SEE I VCB OR SVB SEE I VC VCB I VC VCB FINISH SCHEDULE FlNISH SCHEDULE I it I � VCT � �� " �..� DRAWNBY 311 La RP/GS/JF A SCALE B ARCH MILLWORK DETAIL NOTE:GC TO INSTALL SHEET VINYL(SV) q0RC H MILLWORK DETAIL aNURSE'S STATION *!S�RC H MILLWORK DETAIL INTERVIEW D ARCH MILLWORK DETAIL RECOVERY +A ARCH MILLWORK DETAIL FLOORING AND BASE AFTER00 SCALER'=1'-0' INSTALLATION OF ALL BASE CABINETS AS CALE:1'—I CAL.E:1'=1'-0' A50o SCALER'=1'-0" INDICATED.(SEE FINISH SCHEDULE AND DRAWING NUMBER AA ARCH MILLWORK DETAIL NO O.H.CABINET *LRCH MILLWORK DETAIL NO O.H.CABINET INTERIOR ELEVATIONS) SCALE:1'=1'-0' A-500 ,00 �lOV - 8 2019 SEAL SHEET NO: 12 OF 18 I I i MILLWORK PLANLEGEND SYMBOL DESCRIPTIONorth� Fork O FLOOR FINISH ® ARCHITECTURAL MILLWORK DOOR SADDLE Surgi enter (SEE A603 FOR DETAILS D �--� CHANGE IN FLOOR FINISH AVE,700 BOISSEAU ESOUTHOLD, NY y i 5 i' 't 3 I �' ' " I I �A�500 ✓�OO ✓� ' V" �� ABBREVIATIONS A500 A500 I A500 I A50© A500 AA500 I a _ A500 SV E I E , E , E , E II E I E , E k E TYPE DESCRIPTION I I I ■ I I ■ I I I I -- '------' L_j k I `- i <, VCT VINYL COMPOSITION TILE I II I I I ■ I I I I SV /' O SV LVT LUXURY VINYL TILE `\ r r r ■ r r ■ r r r r - SV SV SHEET VINYL - - - - CT CERAMIC TILE N 0 SV \ \'1 LVT LUXURY VINYL TILE(WOOD PLANK) CON EPDXY PAINTED CONCRETE • •• •• 10'-1 C LIN FORBO MARMOLEUM WITH WELDED SEAMS iA500 •I'�L WM WALK-OFF MAT FORBO CORAL PRODUCT / B 5'-5" CT V _ --. --- - -- 8'-1" NOTE: G.C.TO COORDINATE FLOOR PATTERN WITH ISSUE; SV o CRASH L � ■ \ ■ M \ INTERIOR DESIGNER FA NUMBER DESCRIPTION' ! o __.-_ .. �'' ■ .,\ ■ i�� DATE BY A510 �- i - 01 DSG-01 SUBMITTAL 8.29.16 GS CT i-. t J CT 02 ISSUE FOR !BID 1.30.17 GS ;o uo `' . ..�� - � ` i i ' / "� / A500 $ 03 ISSUE TO PLANNING BRD 11.02.17 JF --- - _ . W 04 ISSUE FOR DOB APPROVAL03.23.18 JF \ CT C H 777!7 CAT 2-0" --- . ■ \ .Mme,,,<.., 3'-6" i li ( s rnn■ ■ 2'-0" I I A A A500 �'C k'. DRINKING Z SV g � _ $\/ SV 5'_g 5'_1^ „ - SV i A '-4 ----- FOUNTAIN -� REVISIONS: S 7-2 05 � `� ■ A500 � i" • SV i o' k o A500 I I I II I I _ L REP. _ " J NUMBER 01 CELLARDESCRIPTION DITI DATE BY ! 0.5.16 GS 02 PER DOH COMMENTS 11.21.16 GS k ,, � • =f.,. � � II 03 PLANNING BRD.�COMT'S 10.30.17 JF ISEE A602 I $ I 04 REV'S PER BLDG. DEPT. 03.23.18 JF FOR DETAILS I • • • • UP 4R I J W b ° UP 3R MILLWORK DETAILS DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York,NY 10001 «� 212.239.1526 Fax:212.736.7899 cn PANEL WHERE PANEL WHERE lu wINDICATED SEE 1'4' (U•O.N.) INDICATED SEE 11_1" (O,D,N.) E-mail:info@telesenarchitects.com j INTERIOR ELEVATIONS j INTERIOR ELEVATIONSJI i MECHANICAL ENGINEER EP ENGINEERING ° ° ° ° 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 Z ADJUSTABLE ° ° Z ADJUSTABLE ° p SHELVES ° p SHELVES T:212.257.6190 F:212.994.8091 � ° ° � ° ° - ° ° STRUCTURAL ENGINEER PL PL N ° ° ° ° N LOCK WHERE ° ° ° INDICATED ° ° WIRE PULLS WIRE PULLS o o j UNDERCAB LIGHT pL UNDERCAB LIGHT pL SEE PLAN _/-�SouD QUARTZ PROJECT WHERE INDICATED WHERE INDICATED COUNTERTOP@ North Fork Sup iCenter c e�- ECEPTION) PLAS-LAM _ 1'-2" g cv 4"HEIGHT PL CIA �_ „-- (SOLID QUARTZ PLAS LAM _ COUNTERTOP @ RECEPTION) 700 BOISSEAU AVENUE C) BACKSPLASH FORBO CORK ' PLAS-LAM _ WHERE INDICATED _ SEE PLAN SOUTHOLD, NY N SEALANT o PLAS-LAM - COUNTERTOP FORGO CORK (SOLID QUARTZ - WHERE INDICATED - COUNTERTOP @ _ ° ° DRAWING TITLE - ! - RECEPTION WIRE P LL SCRIBE TO WALL MILLWORK PLAS• M NOTE:ALL DRAWER NOTE:ALL PLAN; DETAILS;' NOTES ------------------------------ ADJUSTABLE SHELF ON FULL EXTENSION DRAWERS ON FULL N N ; I GLIDES EXTENSION GLIDES o o REMOVABLE REMOVABLE \ M CVSHELF ° ACCESS DOORS ACCESS DOORS DATA g L ch iv iv WIREW 04 ° ° ED - WHERE INDICATED C� ' �,J 3.2 .2018 N N , N WIREWAY N o o I N PL PL ° PROJECT NUMBER PL(EA.SIDE) PL(EA.SI E) ° ° (WOOD VENEER (WOOD VE EER CB ° ° DRAWN BY vc vcB I vc vcB= vcr a RP/IGS/JF j VCB OR SVB SEE I \ICG OR SVB SEE - FINISH SCHEDULEA FINISH SCHEDULE I I `* rN 8 24 IN IN SCALE B ARCH MILLWORK DETAIL NOTE:GC TO INSTALL SHEET VINYL(SV) c ARCH MILLWORK DETAIL @ NURSE'S STATION 4�RCH MILLWORK DETAIL INTERVIEW g�R CH MILLWORK DETAIL RECOVERY A ARCH MILLWORK DETAIL FLOORING AND BASE AFTER ASoo SCALE:1"=1'-0' LE:1"=1'-0' CALE:1'=1'-0" I '� ��500 SCALE:1"=1'-0' A500 SCALE:1-1'-0' INSTALLATION OF ALL BASE CABINETS AS INDICATED.(SEE FINISH SCHEDULE AND DRA NG NUMBER AA ARCH MILLWORK DETAIL NO O.H.CABINET BB ARCH MILLWORK DETAIL NO O.H.CABINET) INTERIOR ELEVATIONS) IN A500 SCALER"=1'-0' A500 SCALE:1"=1'-0' I A 5 0 0 ■0 0 NOV - 8 2019 SEAL SHEET N0: 12 OF 18 i PLOT PLAN ® ork en SurgiCenter N l NEW GU0 1 F I RASS AREA I b -b c P 700 BOISSEAU AVE, SOUTHOLD, NY b P d r7 N o a 4 n NEW GRASS AREA wpm 0y 0 700 BOISSEAU AVENUE, SOUTHOLD , NY 11971 cc) n � r 4 0p N n 0 b � 4 0 a 0 .a 0 BUILDING DEPARTMENT NOTES SCHEDULE OF DRAWINGS a c)'Ir yqJ]] 0o APPLICABLE CODES: NY STATE BUILDING CODE ARCHITECTURAL DRAWINGS REVISION DATEQ71A-t .0 . e NFPA 1012015 ISSUE: 2015 IBC T-100.00 TITLESHEET,NOTES,ZONINGa 2017 NYS UNIFORM SUPPLEMENT CODE 0 o e NUMBER DESCRIPTION DATE BY ICC/ANSI 2009 SHO-201.00 LIFE SAFETY PLAN a / NEWGRASSAREA 01 DSG-01 SUBMITTAL 8.29.16 GS PROPOSED OCCUPANCY GROUP: COMMERCIAL/MEDICAL OFFICE , CONSTRUCTION CLASS, 56 A010.00 EXISTING SURVEY 02 ISSUE FOR BID 1.30.17 GS A050.00 SITE PLAN 0o 4 � � - THE CONSTRUCTION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, A051.00 PLANTING PLAN 4 03 ISSUE TO PLANNING BIRD 11.02.17 JF STATE,LOCAL,&MUNICIPAL BUILDING CODES. 04 ISSUE FOR DOB APPROVAL03.23.18 JF THE WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL LAW 58-1987 ITEMS SUBJECT TO DM100.00 CELLAR FLOOR-REMOVAL PLAN �'Ov "" 4 2�� CONTROLLED INSPECTION. DM101.00 GROUND FLOOR-REMOVAL PLAN 0 b 4 _ _ A200.00 CELLAR FLOOR-CONSTRUCTION PLAN r "' A201.00 GROUND FLOOR-CONSTRUCTION PLAN `' " ZONING INFORMATION A300.00 EXTERIOR ELEVATIONS,ROOF PLAN A401.00 GROUND FLOOR-REFLECTED CEILING PLAN �! ADDRESS: 700 BOISSEAU AVE A500.0 MILLWORK PLAN&DETAILS �F REVISIONS: SOUTHOLD,NY 11971 PARCEL: 1000-63.-3.7. A602.00 ENDO ROOM-BLOWUP TYPICAL STAIR DETAIL TRUSS SIGN . -BLOW UP NUMBED DESCRIPTION DATE BY ZONIG MAP N0: MAP 2 A60300 PRE&POSTOP ) ZONING DISTRICT: LI-LIGHT INDUSTRIAL 01 CELLAR DWG ADDITION 10.5.16 GS COMMUNITY FACILITY YES A701.00 FINISH SCHEDULE 02 PER DOH COMMENTS 11.21.16 GS A7 .00 DOOR SCHEDULE A70303.00 PARTITION SCHEDULE 03 PLANNING BIRD. COMT'S 10.30.17 JF A800.00 LIGHTING PLAN 04 REV'S PER BLDG. DEPT. 03.23.18 JF BUILDING INFORMATION �� 6" DIAMETER AREA: 5564 SQFT(NO CHANGE) '" SITE AREA: 49,370 SQFT MAX�P ) SHOP FABRICATED II CROSS RAILS REFLECTIVE RED REFLECTIVE WHITE 11" O.D. X 13 PANTONE#787 G.A. TUBING �� \ { DO NOT SCALE PLANS METAL END ) CAPS (TYP) ARCHITECT OF RECORD STAIRS & LANDINGS FINISH ; Terjesen Associates, Architects ABBREVIATIONS SHALL BE NON-SLIP PER 248 West 35th Street 11th Floor New York, NY 10001 SPECIFICATION SEC 3311 0 H CONC. FL. SLAB 212.239.1526 Fax:212.736.7899 � E-mail:info@terjesenarchitects.com AM Architectural Millwork HT Height N The construction type STROKE 4 BLDG Building HVAC Heat Vent&Air Cond designation shall be - - BM Beam Instal Installation ';"' " �h,�n�,"III","Iv"or'M' MECHANICAL ENGINEER BOT Bottom MAS Masonry to Indicate the construction STL. BEAM classification of the EP ENGINEERING CAB Cabinet MAX Maximum sr, W/SPRAY F.P. structure under DESIGNATION FOR STRUCTURAL CEM Cement MECH Mechanical section 602 of the BCNYS DOOR CLEARANCE (AS P E R A S I A1171 2009) CLO Closet MED CAB Medical Cabinet �} COMPONENTS THAT ST ARE OF 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 CT Ceramic Tile MOD Modified _ :•, ,,,." TRUSS TYPE CONSTRUCTION T:212.257.6190 F:212.994.8091 ' KFs FLOOR FRAMING,INCLUDING CL Center Line MET Metal '� a CG Corner Guard MG Mirror Glass 12" STRINGER i- � ■ ■ GIRDERS AND BEAMS CLG CeilingMIN Minimum STRUCTURAL ENGINEER s a "R" ROOF FRAMING CMU Concrete Masonry Unit MO Masonry Opening 11"MIN., BUILDING SFR" FLOOR AND ROOF FRAMING PULL SIDE PULL SIDE COL Column MR Mop Rack/Moisture Resistant TYP STANDARDS AND CODES r ------i i---------------i CONT Continuous MTD Mounted CONC Concrete NO Napkin Disposal CH Coat Hook NO/# Number TYPICAL STAIR DETAIL TRUSS SIGN SHALL BE INSTALLED ACCORDING TO TITLE 19(NYCRR) 0 1'-6"MINI i CONTR Contractor NIC Not In Contract scM: 314. - t CHAPTER XXXIII,SUBCHAPTER C,PART 1264 ) ,r, i i o CPT Carpet NTS Not To Scale https://www.dos.ny.gov/dcea/pdf/PART1265SampleTrussSign.pdf i 3'-0"MIN. `o CORR Corridor OC On Center _ PROJECT i CR Chairrail OPNG Opening - - - - - - - - CTR Counter PCT Porcelain Ceramic Tile TOILET DETAILS (AS PER ANSI A117■1 ■2009) REFERENCE SYMBOLS D/DN Down PLAS LAM Plastic Laminate North Fork S u rg i C e n to r DET Detail P Painting *IF BOTH CLOSER AND LATCH ARE PROVIDED DF Drinking Fountain PTD Paper Towel Dispenser 700 BOISSEAU AVENUE **48"MIN.IF BOTH CLOSER AND LATCH PROVIDED DG Door Guard PTDD Paper Towel Disp./Disposal 36 min DIA Diameter RB Rubber Flooring12 24 DETAIL INDICATION O DOWNLIGHT SOUTHOLD, NY DR Door RD Roof Drain E min min (E� DETAIL NUMBER PULL SIDE DWG Drawing REINF Reinforcing j DWG WHERE DETAIL IS ® REGISTER/DIFFUSER r - ------------- PULL SIDE EA Each REF Reference LOCATED DRAWING TITLE i ------------ 2'-8"MIN.. EIFS Exterior Insulated Finish REQ'D Required i ELEC Electric/Electrical RJ Reveal Joint01 X EXIT SIGN z i 01 EP Electric Panel RO Rough Opening � `�' SECTION INDICATION - — — _ TITLESHEET i C - — — - EXISTING WALL TO BE REMOVED 3'-6"MIN. i ELEV Elevation RM Room N M � SECTION NUMBER i EQ Equal RH Robe Hook 48 minNOTES ZONING 1l/ DWG WHERE SECTION IS _.,_. -_.._. EXISTING WALL TO REMAIN i EQUIP Equipment SD Soap Dispenser LOCATED EJ Expansion Joint SF Square Foot EXIST(E) Existing SPEC(S) Specification(s) NEW CMU PARTITION *54"MIN.IF CLOSER IS PROVIDED HINGE DOOR CLEARANCE EWC Electric Water Cooler SND Sanitary Napkin Dispenser 60 min ARCH MILLWORK DETAIL FD Floor Drain ST Steel FEX Fire Extinguisher STD Standard INDICATION NEW GWB PARTITION DATE PUSH SIDE V-0"MIN.* *48"MIN.IF CLOSER IS PROVIDED FEC Fire Extinguishing Cab ST ST Stainless SteelA SOUND INSULATION 3.23.2018 FHR Fire Hose Rack SV Sheet Vinyl WHERE INDICATED �---------� -�`�` PUSH SIDE PUSH SIDE PROJECT NUMBER r- -------------, r------------, FF Finish Floor SVB Sheet Vinyl Base 54 min INTERIOR 2 HR —FIRE RATING WHERE INDICATED i F&I Fumish(ed)& Install(ed) SVT Solid Vinyl Tile 39-41 ELEVATIONS 3258 X i 4 z_ i i i i i FIN Finish TC Time Clock i i i i i 42 min 12 max NEW FURRING GWB �- DRAWN BY FUFLR Floor TELE Telephone 36 min ( ) i "' FPSC Fire Proof Self Closing TPH Toilet Paper Holder 12 24 RP/GS/JF '-0'MINS i i FR Frame, Fire Rated TYP Typical min min c 17-25 ROOM NUMBER ,,�� , FT Foot/Feet UC Undercut CL .�N �� 17— SCALE GA Gauge UON Unless Otherwise Noted EXISTING DOOR TO BE REMOVED Contractor's Namc GB Grab Bar VCT Vinyl Composition Noted 16-18 Stalco Construction Inc. X Contractor's AddreMotor wa DRAWING NUMBER GL Glass VCB Vinyl Cove Base C7 rn co `° REVISfONS GWB Gypsum Wallboard VIF VerifyIn Field rn M " M E rn : E ." ''` 1 HAC Housekeeping Aided Closet VWC Vinyl Wall Covering i . I, 7-9 v ;t a' Ex EXISTING DOOR TO REMAIN Islanclia,New Yo HCWB Hollow Core Wood Door �// With Drawn by: � T- 1 00 , 00 NOTE:X=12"IF DOOR HAS BOTH A CLOSER&LATCH HM Hollow Metal WC Watercloset 11 min 6 maxim—�j FLUORESCENT LIGHT nate: / — 31-71C HR Handrail WD Wood lui NEW DOOR - Fig. 404.2.3.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS HR FR Hour Fire Rating WR Waste Receptacle KNEE&TOE CLEARANCE FIXTURE NOT DRAWN TO SCALE WWM Welded Wire Mesh NOT DRAWN TO SCALE C)---DOOR TYPE SEAL SHEET NO: 1 OF 18 North Fork F-1 -1 FD I F I 11 ■ ...___ __..- -------------- ----- ------- ._..._,_-..--_--__ _p-; _ I Center --_ -_- ----- -------- ` 700 BOISSEAU AVE SOUTHOLD NY - I , , ti I I I I I I I I 30 SF / El�---� 26 '�� I I �•� 27 I I I 1 I I I I < 80 SF 0 SF I I 06 \ ' — --- G//------- ---------�//------- -�//---------//--------�//---------�//---------- 30 SF < , 87 SF 07 y' ",i i i i < 1 112t ------- — 03�FEC Z,COMMON PATH – 87"-1" — �� _ TRAVEL DISTANCE = 80'-9" _ _ 0 ` - 124 r' 23 39 22 TRAVEL DISTANCE = 92'-5" 19" 17 SF 35 SF 37 SF LEI][,{-_--{{17I(--��(7I��]��TL 'v 71, 'JA 18� ---------------------------- � 12 FEC 21 25 - 626� L i I- r� -- - -__-_ --- ---- ---------- --------- I 33 161� 14 d 1� 1511 SF I� HS I r -- - — _ — HS 05 0 ff CART.. 09 0 40/ 3s s - _ - r 53 SF I /7, 35 SF s F $ - - ---- - 19 III -- ------------------- L F. / M 4 4 12 SF 31 SF > 22 - "� N 21 1s ' } s\ _ 'I 7SF 30Sf I 10 / ti ` �� ISSUE: III e EXIT q 1:4 lLl) ll/l�! III / /' ;� x, CQ� A cD a Z NUMBER DESCRIPTION DATE BY 24 _ sa ra F �Oii " U ( 35 i I i "" 4 - W 01 DSG-01 SUBMITTAL 8.29.16 GS 0 I FEC I;`1 L j E'AD 311 z 62 SF 1s 0 -� / 02 ISSUE FOR BID 1.30.17 GS 226 SF _ I 32 i ' ;.. Rf.. _ _r/ _ SF 3444 26 SF + 17 7 F sl 03 ISSUE TO PLANNING BRD 11.02.17 JF ` 23 24" 25 26 2 <. 38 62 SF a-0 ra 133 SF 09 ` I 04 ISSUE FOR DOB APPROVAL03.23.18 JF W II04 03 I I > 'i�l 36 ' N d 97 SF -- 7 34 35 <` it 43 SF ExX E 4 F 0 77 SF I I / 37 SF <, LLLLLL ",— D I —— — DRINKING Z R <; I � ' ' Ii III °I I — 7 FOUNTAIN ,6 ;; 1 F— to I III I I I I I I S _ S U: . I n t I 41 III 07) 14 .08) 15 I ------ I II Rif L RE�. ' 2� U 27 SF 34 SF = I 80 SF — - 39' ss, REVISIONS: O FEC NUMBER DESCRIPTION DATE BY UP EXIT 0 568E 37-) 0 6 01 CELLAR DWG ADDITION 10.5.16 GS • • • • o UP 4R cm 02 PER DOH COMMENTS 11.21 .16 GS 03 PILANNING BRD. COWS 10.30.17 JF AREA OF WORK (5,564 SF) 04 REV'S PER BLDG. DEPT. 03.23.18 JF TOTAL AREA OF WORK TO BE SPRINKLERED Lu b UP 3R cD w Z, LIFE SAFETY LEGEND EGRESS CALCULATIONS LIFE SAFETY SCHEDULE VENTILATION REQUIREMENTS ■ ■ �■ ■ 1 HOUR;(1hr) 1ST FLOOR OCCUPANT LOAD: 5,378 SF/100 SF PER PERSON=,,116 PERSONS N FPA 1012015 EDITION CONSTRUCTION & OCCUPANCY(CHART (PER AIA GUIDELINES FOR HOSPITAL&HEALTHCARE FACILITIES 2010 TABLE 7-1) RATED CONSTRUCTION C g ROOM AIR MOVEMENT AIR CHANGES DO NOT SCALE PLANS EGRESS PROVIDED @ 1 ST FLOOR: EXIT A(36"1.3=120PERSONS)(PER NEPA 101 7.3.3.1) I TRAVEL DISTANCE TRAVEL DISTANCE/COMMON EXIT B(30.3=120 PERSONS)(PER NFPA 101 7.3.3.1) OCCUPANCY: NEW BUSINESS OR ROOMS CLASS'B'&'C' POSITIVE 20/HR ARCHITECT OF RECORD PATH OF TRAVEL 240 PERSONS>56 OK RECOVERY ROOM NEUTRAL 6/HR CONSTRUCTION TYPE: 5B(AREA OF WORK SPRINKLERED) CONSTRUCTION:: 1 STORY WD-FRAMED CONSTRUCTION BLDG. MEDICAL GAS NEGATIVE 8/HR EXIT SIGN NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING NEPA 220 PROCEDURE ROOM POSITIVE 15/HR Terjesen Associates, Architects MAX.TRAVEL DISTANCE: 200'-0"(PER 38.2.6.2)=92'-5"<200'-0" OK BUILDING CONSTRUCTION: TYP 5 B ENDOSCOPY CLEANING NEGATIVE 10/HR 248 West 35th Street 11th Floor New York, NY 10001 SUBSTERILE NEUTRAL 6/HR "— COMMON PATH OF TRAVEL DISTANCE: 100'-0" FULLY SPRINKLERED(PER 38.2.5.3) STERLIZATION NEGATIVE 10/HR 212.239.1526 Fax:212.736.7899 EXIT SIGN w/DIRECTIONAL ARROW =8T-1"<100'-0"OK DECON NEGATIVE 6/HR E-mail: info@tedesenarchitects.com TOILET ROOMS NEGATIVE 10/HR MAXIMUM DEAD END CORRIDOR: 50'-0"(PER 38.2.5.2)=27'-10"<50'-0"OK EXAM ROOMS NEUTRAL 6/HR 314 HR FPSC 3/4 HOUR FIREPROOF SELF-CLOSING DOORSOILED LINEN NEGATIVE 10/HR MECHANICAL.ENGINEER MINIMUM CORRIDOR WIDTH: 44"(PER 38.2.3.2)=44"PROVIDED OK CLEAN LINEN POSITIVE 2/HR ADA COMPLIANCE JANITOR CLOSET NEGATIVE 10/HR EP ENGINEERING MINIMUM NUMBER OF EXITS: 2(PER 38.2.4.1)=2 PROVIDED OK S.W.R./SOILED HOLDING NEGATIVE 10/HR NEW PARTITION AS SCHEDULED ALL NEW CONSTRUCTION SHALL COMPLY WITH 2010 ADA &ANSI 117.12009 STANDARDS C.W.R./CLEAN HOLDING POSITIVE 4/HR 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 ALL BATHROOM DOORS TO BE NOW SELF CLOSING FIRE ALARM SYSTEM: 24 HOUR CENTRAL STATION MONITORED STERILE STORAGE POSITIVE 4/HR T:212.257.6190 F:212.994.8091 EXISTING PARTITION TO:REMAIN STRUCTURAL ENGINEER 519FE PLAN LONG ISLAND RAILROAD TRACKS M.TA LONG ISLAND RAILROAD TRACKS EXIT REMOTENESS PLAN 1/32"=1'-0" 1/16"=V-0" 75.38' AIC UNITS ON DUNNAGE 12'ABOVE 100 YR FLOOD LINE q,2g 0 SELOILGENERATOR WITH DOUBLE WALL TANK 350.28' -- All � i FFO FENCING FENCING � // / /N / Lr / / / PROJECT EXIT A / I I /`� North Fork SurgiCenter EXISTING 1-STORY MASONRY&FRAME BLDG.F.F.-30.7 � / / PATIENT EXISTING SIGNAGE �� TINLITR� GON B 700 BOI SEAU AVENUE DUMPSTER E TOREMAINgYP.) �IAAC OIMFNS/ON, SOUTHOLD, NY FENCING � VT�F l�r�" INLET EXIT C�p PATIENT / DRAWING TITLE EE TO BE ' MOVED OFF DROP EXIT A ENTRANCE LIFE SAFETY PLAN FU PICALEL12) STAFF HANDICAP ' REMOTENESS BETWEEN EXITS=79'-0" SECOND FLOOR ung12) E--- ACCESSIBLE BLE ROW MIN ROUTE CEDAR TREES ,p PLANTED AT UM' N O.C.INTERVALS AS TREE TO BE PER 2W-N.0 y REMOVED(TYP.) EXIT n OB 07 OB 05 04 03 02 01 FVS / J? DATE / J 3.23.2018 10 11 12 13 PROJECT NUMBER / m 3258 (STING TREES TOREMAIN REMOTENESS OF EGRESS CALCULATION C'"3'"LE' BY All OCCUPANCY: DIAGNOSTIC AND TREATMENT CENTER DRAWN DRAWN Y" ' DIAGONAL DIMENSION: 154-4 SCALE 1 NEW TREE PER W-O'Ag.PER 1/3 DIAGONAL DIMENSION FOR 1 tl 1/4"= 11-0" 10 AllSPRINKLERED AREA OF BUILDING: 154'-4"!3=51'-6"(PER 7.5.1.4) Co DRAWING NUMBER ntraculr�nizme.. Stalco Con Jructi"40 _ Contractors Addrr.� : I IT REMOTENESS: 79'-0"PROVIDED>51-6 OK 1316 Mot ,a I 11749 a,New Yo SHIC-201 . 00 / Drawn bye :� / j Date: —SEAL SHEET NO: 2 OF 18 North ■ Surgicen o 700 BOISSEAU AVE, SOUTHOLD, NY /— — —�— — — — — — — — — — — —/ � a . r mss N ISSUE: NUMBER DESCRIPTION DATE BY tD CERTIFlED T0: 01 DSG-01 SUBMITTAL 8.29.16 GS DESC 02 ISSUE FOR BID 1.30.17 GS JOB NO.: 2016-261 03 ISSUE TO PLANNING BRD 11.02.17 JF MAP NO.: r Fso FILED: 04 ISSUE FOR DOB APPROVAL03.23.18 JF SUFFOLK COUNTY, NEW YORK REVISONS: 20 10 0 20 40 60 80 100 120 140 160 180 SCALE: i" = 40' DATE: MARCH 22, 2013 ` LOT AREA: 50 860 SQ.FT. = 1.168 ACRES ELEVATIONS HEREON REFER TO NOD 1988 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS REVISIONS: s� LICENSE N0.:050363 NUMBER DESCRIPTION DATE BY • 01 CELLAR DWG ADDITION 10.5.16 GS �` • HANDS ON SURVEYING 02 PER DOH COMMENTS 11.21 .16 GS • 26 SILVER BROOK DRIVE N 03 PLANNING BRD. COMT'S 10.30.17 JF FLANDERS, NEW YORK • 11901 TE12 - FAX:(631)-369-8313 04 REV'S PER BLDG. DEPT. 03.23.18 JF • ° COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC NOi BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. A? ° �lop 04 �p�' �� ' • DO NOT SCALE PLANS lip ARCHITECT OF RECORD car:aye Ter esen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 „ 212.239.1526 Fax:212.736.7899 Rill � E-mail:info@terjesenarchitects.com MECHANICAL ENGINEER cue a o 4' EP ENGINEERING f owur , s S 108 8 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 E � W ,150.2 � T:212.257.6190 F:212.994.8091 �•a y "� ?B ��16 STRUCTURAL ENGINEER NWACC S 7P�8 A PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE EXISTING SURVEY DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF SCALE 1 It = 40'-0" Contractor's Name: it IConstruction Inc. DRAWING NUMBER Contractor's Address: I to ur Par Ay Islandia,New York l 14 �( A-0 1 00 Drawn by: Date. SEAL SHEET NO: 3 OF 18 LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS QNorth 75.38' A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE 7 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' a d �Cn t� Q r NEW GRASS AREA -� P e o d iCente r b b a FENCING FENCING A/C w cr,`� o a a AIC o b 15'-2" 46'- " 700 BOISSEAU AVE, SOUTHOLD, NY a o e P ----�,-_NEW-GRASS AREA 18 17 16 15 14 EX1111 ISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' _,,,\ � 2w oPAT ENT a _ yJ c �T b ENT NCE SIGNAGE r DUMPSTER FENCING c CV o CURB INLET ;\- \ °` NOTES �} PATIENT Z ► 1. THE BASEMENT TO BE USED AS STORAGE ONLY & ANY ti FULLY SHIELDED STAFF Z DROP OFF o OTHER USE WILL REQUIRE AN AMENDED SITE PLAN a BOLLARD WALKWAY ENTRANCE HANDICAP ISSUE: (TYPICAL,12) (0 ACCESSIBLE NUMBER DESCRIPTION DATE BY APPLICATION. ROUTE �� 01 DSG-01 SUBMITTAL 8.29.16 GS 2. THIS MEDICAL OFFICE 1,3 FOR USE BY NO MORE THAN TWO a ry 02 ISSUE FOR BID 1.30.17 GS PHYSICIANS / DENTISTS AT ANY ONE TIME. MORE THAN TWO 03 ISSUE TO PLANNING BRD 11.02.17 JF AT ANY TIME WILL REQUIRE AN AMENDED SITE PLAN TO o ?� 04 ISSUE FORD B A PROVAL03.23.18 JF O � EVALUATE PARKING REQUIREMENTS. b 08 07 06 05 04 03 02 01 441 3. EMERGENCY GENERATOR TO BE ENCLOSED IN SKIN-TIGHT ?�°° d 5 VANDAL-RESISTANT WEATHERPROOF STEEL HOUSING SEE P" SHEET E-802 SECTION 2.10 FOR FULL SPECS), WITH A LEVEL 2 o 09 a Q- ACOUSTIC ENCLOSURE. Pn J 4. SOUND LEVEL MEASURED AT 10 FEET FROM EXHAUST e 10 11 12 13 DISCHARGE AFTER INSTALLATION SHALL BE 85 DBA OR LESS; Pe REVISIONS: b AVERAGE SOUND LEVELS WITH A LEVEL 2 ACOUSTIC e a NUMBER DESCRIPTION DATE BY ENCLOSURE IS 73.1 DBA CED, A DISTANCE OF 23 FEET. 30c°' CIO —01 CELLAR DWG ADDITION 10.5.16 GS a 02 PER DOH COMMENTS 11.21.16 GS 5. EMERGENCY GENERATOR TO UNDERGO DESIGN PROTOTYPE TEST, FINAL PRODUCTION TEST, AND ANNUAL WALL o o b CURB INLET o Q 03 PLANNING BRD. COWS 10.30.17 JF SITE TESTS BY A LOCAL REPRESENTATIVE. THE ENGINEER, ;1 v a 04 REV'S PER BLDG. DEPT. 03.23.18 JF REGULAR OPERATORS, AND MAINTENANCE STAFF TO BE NOTIFIED OF THE TIME AND DATE OF THE SITE TEST (SEE 0 E-801 SECTION 1.06 FOR FULL SPECS) a /- NEW GRASS AREA -� SIGNAGE 5'-0" - 00 TOP VIEW o d od d 8' « x� � "",'``°' NOTE:ALL CURB CUTS AND DROP CURBS TO CONFORM WITH P b DO NOT SCALE PLANS i , O e UFAS(UNIFORM FEDERAL ASSESSIBILITY STANDARDS) 700 BOISSEAU SECTION 4.7.1 THRU 4.7.8(SEE DETAILS ABOVE) ARCHITECT OF RECORD �� **Option VinyI Letters** 3G 3/4"TFtick Terjesen Associates Architects NORTH FORK 3'x 6'Wide . , Single Sided Sided Ft. AdJolnlrig slope SWI Y P d 248 West 35th Street 11 th Floor New York, NY 10001 SURGERY CENTER Single Sided - I 1 not exceed 1.-20 slope- Y;X 56"Overall height off ground I I I where X is a level plane b ELN. wood�4"x 4"CCA Posts with Cement U U a 212.239.1526 Fax:212.736.7899 'With PVC 5"x 5"Sleeve E-mail:info@terjesenarchitects.com Placed behind the signs #6 REINFORCING BAR walk street 20' , , FRONT VIEW p^-j� • ; };; � .:�.r ;C 7,.�:'rr;-. �,,.r.�*j..r:•;�,,-i"a, MECHANICAL ENGINEER Y , FIG.11 MEASURMENT OF CURB RAMP SLOPES UFAS 424 EP ENGINEERING SIGN TO BE UNLIT. D PRECAST ��N�IE�TEWI�EEIITOII The ramp slope is a ratio equal to the SEE SITE PLAN 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 SCALE.1 1/2"=1 -0vertical rise divided by the horizontal 2 -g T:212.257.6190 F:212.994.8091 run. The adjoining slope at walk or 8" WIRE MESH 1/2' EXP. JT. STRUCTURAL ENGINEER Street Shall not exceed 1 :20. 1/2"DIA 8' LONG SIDEWALK 1" 3" 4PREMOULD JOINT FILLER ASPHALTIC CONCRETE 4" CONC. SIDEWALK TOP COURSE `r; ..-'''"" ,, . � REPAIR 3-0" ASPHALTIC ' "' WIDE PER DOT — CONCRETE I REQUIREMENT � 3/4" EXP. JT. �� d — d ° d. d d Q 40 X40 o BINDER COURSE NEW STEEL CURB ° ° O�00 oo0 0°6V ��oOo O �� - ` - 4'_O\, d – L SECTION 4000 � �o g �°°00 •`—COMPACTED / 708 - - o EE WALL O O ° d °. o° °o°° O° GRAVEL ° O 1 A � O° 6 PROJECT 00 00 0o O O o0 o AGGREGATE BASE a — — — �——— —— —a�" a_ ——— �° o I w. 0 — -- d 0 0°80000Qo 0 00 ° Q o0 o O �4-= o° o gQ°� ° °o°oho °8 ° North Fork Sur iCenter — —I -- I —COMPACTED � V O O O ° 5 SUBGRADE I d 8 °00000 0°�0 00 0°00 O flared tilde PARKING LOT o STREET--REPAIR 700 BOISSEAU AVENUE ASPHALT PAVEMENT 1C► :$8.3% ° REQUI WIDE PER DOT °° ° o ° r=�<., SOUTHOLD, NY A SCALE:1 1��"=1'-0" ° �O o 4" BASE COURSE REQUIREMENTS d .� d FIG.12a FLARED SIDES (UFAS pg424) 8 3% 8.3� o 8" d DRAWING TITLE SEALANT If the landing depth at the top of a CURB PREMOLDED FILLER " curb ramp is less than 48 i'nc'hes, SIDEWALK SITE PLAN CONCRETE 6" # then the slope of the flared side shall RAMP PAVEMENT not exceed 1 :12. SECTION C� DROP CURB @SCALE-Ll STEECURB DETAIL TYP, SCALE:1 1/2"=1'-0" 1/2"=1'-0" ; a ' a EXP JT WELDED DATE ASPHALT W/SEALANT WIREMESH WELDED 3.23.2018 °° ° a PAVEMENT 8.3� 8.3� WIREME H EXP. JT. CONSTRUCTION JOINT PLANTING BED O oo Oo a z EXP. JT. SET IN SAND PROJECT NUMBER BRICK PAVERS 0 00 • ' •a' a ` O °O - X . X•° SIDEWALK o 18.3% a oo a a a a 3258 0o O ° ° da ° ° ° d ' co oo \ \ \ \ \ \ \ ° 00 0 °o 0 o a .d ° \/\/\/\/\/\/\, DRAWN BY ^ 44 X-� X X \��--yy\/--{{l�..,,\ \ \ \ \ °C O ° O ° Cfl °° Al o�°4� Q OO�" 00.0,_1 O� poO000 oO o oO o 00 �o o o Oo 0 0 00 d 0000 ° o ° O ° .° o0 0000 0 0 °0 0 0 00 ° y�8o RP/GS/JF ° 8®� 8 O° ° 80 ° °�°0 8 00 °°�° °�o o POROUS PAVEMENT - ,i .. ° o° ° o ° 4 0 °o0 0 0 0o 0 0 00 oo° 6,30 0o o o 0 0 4'-0" CUT ° ,p ,p c� o° � °o ° o�O ° O� 80°cam �o o Oo O �� c� °° �o ° ROO ' SCALE 00 CJ ° 0V ° 40 40 00 0 0 00 00 0o O 80�°o X00 80 000 0 0O 0 00 � �r � ; l� � � �� I ' E; 1/16" - 1'-0�� e DROP SLAB DROP SLAB ontrltTl>rS�B,ne: St o Construction Inc. DRAWING NUMBER PEDESTRIAN CURB CUTS AND RAMP Contractor'sAddres 1� 4otorPa w 8„ C CONCRETE SIDEWALK EXP JT E / 6" 6" 6" Islandia,New Yor 1174 —050 . 00 SCALE:1 1/2"=1'-0" A 0 5 0 0 COMPLY WITH ALL NYC DOT Drawn by: 0 u PAVEMENT EDGE DETAIL NCRETE PAVEMENT CONCRETE BRICK EDGE DETAIL @SCA CONCRETE EDGE DETAIL ______ SITE CURB DETAIL REQUIREMENTS. NOTE: PEDESTRIAN DROP CURBS TO BE I I SC 1/2 =1 -0' OLSCALE.1 1/2"=1 -0 SCALE:1 1/2 =1'-0" C'LE:1 1/2 =1 -0' Date: B SCALE:1 1/2"=1'-0" GROOVED PER ADA & NYC REQUIREMENTS SEAL SHEET N0: 4 OF 18 North LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS 75.38' AIC UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE SurgiCenter 7 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' a 700 BOISSEAU AVE, SOUTHOLD, NY NEW GRASS AREA FENCING FENCING AIC w F,-- F�==_,7 L Q NEW GRASS AREA - od d � ca - a "s EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' o -pa firs ri. � r • COPATIENT 4 G O a'CJ ► �� a oEXISTING TREES DUMPSTER ENTRANCE SIGNAGE TO REMAIN(TYP.) tS:7 �. FENCINGO 7N I MRaw 8,p, IL Srr, a B INLET - - u—M o��m REE TO BE ISSUE. TREMOVED PATIENT NUMBER DESCRIPTION_ ' ,' R PTION DATE BY (TYP.) FULLY SHIELDED DROP OFF Z STAFF Z o 01 DSG-01 SUBMITTAL 8.29.16 GS BOLLARDWALKWAY ENTRANCE o HANDICAP 02 ISSUE FOR BID 1.30.17 GS (TYPICAL,12) ACCESSIBLE 03 ISSUE TO PLANNING BRD 11.02.17 JF a DOE RMIN CEDTREE AR TREES ROUTE 04 ISSUE FOR DOB APPROVAL03.23.18 JF ' CEDo PLANTED AT 10'-0" N O.C.INTERVALS AS PER 280-94.0 TREE TO BE o REMOVED(TYP.) P d n 08 07 06 05 04 03 02 01 441 'p" J 09 j REVISIONS: e NUMBER DESCRIPTION DATE BY a 10 11 12 13rj 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11.21.16 GS e o Q 30,p• 03 PLANNING BRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF a ISTING TREES a o TO REMAIN P CURB INLET 0 e Q4 � a NEW GRASS AREA 0 1 NEW TREE PER ao'-0"ASPER 280-95.B DO NOT SCALE PLANS �' �p,py ARCHITECT OF RECORD n � a Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 oQ E-mail: info@terjesenarchitects.com d MECHANICAL ENIGINEER EP ENGINEERING 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE NOTES SOUTHOLD, NY - EXISTING TREES NOT ENCROACHINS ON PARKING LOT AND CONSTRUCTION DRAWING TITLE ACTIVITIES TO REMAIN. - NEW TREES TO BE PLANTED WHERE SPACES GREATER THAN 10'-0" ALONG PLANTING PLAN NORTH EDGE OF SITE EXIST PER 280.94C - ALL NEW TREES TO BE CEDAR. DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY 1 RP/GS/JF (� a SCALE •vi f.. i. x� `� .1 1/16 —11 — 1 1-0 11 . �: ,,C►�, tl�,�` �� , 'contractor's Name: DRAWING NUMBER Contra al dors Ad Coristructio dress: n Inc. standia,New York 1 ,i f for Par bra\ura 5},. 49 a A-051 . 00 ba te: 0 —3.1,� SEAL ~- SHEET NO: 5 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES North For-k- EXISTING PARTITION TO REMAIN --------- PARTITION TO BE REMOVED A. GENERAL REMOVAL partial circuits and outlets affected by this work,except where Architect gives written permission for outage forevwAnt 1. The Contractor prior to submitting his bid,shall field specified time. Sun er DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade.Where the 6. Provide reconnections and temporary installations as drawings are not in agreement with the actual field required. Remove at job completion. The fire alarm 700 BOISSEAU AVE, SOUTHOLD, NY conditions,the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain; However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFIC REMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH 3. The Contractor shall be held responsible for any C. PLUMBING DEMOLITION FLOORING, CEILINGS,ADJACENT SURFACES IF damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all -- REQUIRED. REMOVE&DISCONNECT ALL ELECTRICAL repair any damage caused,without extra charge to the existing plumbing fixtures,devices, miscellaneous WIRING,OUTLETS,AND SWITCHES. a Owner. Repair all existing surfaces at locations of systems,piping and equipment with a detailed field 1 m= 02 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS removal,or new construction including flooring, base, survey. Where existing equipment scheduled to PATCH FLOORING, CEILINGS,ADJACENT SURFACES IF painting,ceiling, etc. remain is located in a wall and/or ceiling scheduled to REQUIRED. be removed,the Contractor shall incorporate in his bid rrN 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated 03 REMOVE EXISTING DOORS AND FRAMES,AS concerning the location of concealed structural plumbing,venting,fittings,etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment.Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures,devices, miscellaneous Contractor is to proceed with caution during all systems,equipment,etc. are located in walls and/or 04 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed,the Contractor shall REQUIRED FOR NEW WORK&/OR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing,conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc.,where required,due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW F=LOORING,AS REQUIRED walls, partitions, and brackets, etc. ISSUE: (ASSUME 5%OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves, cleanouts,traps,etc. WILL REQUIRE NEW SUBFLOOF;FLOORING NG) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire NUMBER DESCRIPTION DATE BY system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS 06 REMOVE ALL ELECTRICAL,WIRING, CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided,wherever necessary,for such equipment. AND OTHER WIRING NOT INDICATED TO REMAIN INexisting electrical lighting fixtures, devices, Location shall be coordinated with other trades. 02 ISSUE FOR BID 1.30.17 GS miscellaneous systems and equipment with the PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED architectural removal plan. Where existing equipment D. HVAC REMOVAL 03 ISSUE TO PLANNING BIRD 11.02.17 JF OR MODIFIED scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF FO-71 REMOVE EXIST TOILETS, SINKS, ETC.AND ALL PLUMBING scheduled to be removed,the Contractor shall existing duct, devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CEILINGS ON FLOORS BELOW equipment with all associated conduit,wire, hardware, existing equipment scheduled to remain is located in a DISTURBED REBY NEW PLUMBING N OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed,the equipment. contractor shall incorporate in his bid a price for F-087 REMOVE ALL HVAC EQUIPMENT"NOT INDICATED TO relocating the equipment with all associated plumbing, REMAIN. 2. Where existing electrical lighting fixtures,devices, venting,fittings,etc. in order to insure proper operation miscellaneous systems, equipment,etc. are located in of relocated equipment.where existing plumbing 09 REMOVE ALL HVAC DUCTWORK;AND PIPING NOT walls and/or ceilings scheduled to be removed,the fixtures, devices,miscellaneous systems,equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc.are located in walls and/or ceilings scheduled to be demolished,the contractor shall disconnect and REVISIONS: 3. In general,there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall 10 REMOVE EXISTING CABINET, SINK AND ALL PLUMBING finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY PIPING WHERE NECESSARY. PATCH WALL AND FLOOR AS Architect. Contractor shall provide all hardware, walls or newly furred spaces. REQUIRED. equipment,conduit,wire,etc.to bypass all outlet that 01 CELLAR DWG ADDITION 10.5.16 GS fall within this category. Only existing and new outlets 02 PER DOH COMMENTS 11.21.16 GS 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS& containing active devices(receptacles, switches, 03 PLANNING BIRD. COMT'S 10.30.17 JF RAILINGS. PATCH FLOORING&ADJACENT SURFACES telephone)shall be extended, relocated and installed AS REQUIRED. to their new wall locations. 04 REV'S PER BLDG. DEPT. 03.23.18 JF 1-2-1 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However,all changes cannot be detailed completely on the drawings,some 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. removals and reallocations of existing electric work will F1 47 REMOVE EXISTING ELEVATOR(SAB AND EQUIPMENT. be necessary for satisfactory performance of this and REMOVE EXISTING ELEVATOR DOOR AND FRAME. other trades. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders, circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAIL ENGINEER EP ENGINEERING 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F: 212.994.8091 STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY UP DRAWING TITLE CELLAR FLOOR REMOVAL PLAN DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY i RP/GS/JF SCALE 1 141 Contractor's Name; Sta Contractor's .0 Construction DRAWING NUMBER /lddr s:131 Inc. Islandia,New Mo �r r Y Yrk117 DM- 1 00 ,00 Drawn hr: _ " Dare: SEAL SHEET NO: 6 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES North Fork EXISTING PARTITION TO REMAIN PARTITION TO BE REMOVED A. GENERAL REMOVAL partial circuits and outlets affected by this work,except SurgiCenter where Architect gives written permission for outage for 1. The Contractor prior to submitting his bid, shall field specified time. DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade.Where the 6. Provide reconnections and temporary installations as 700 BOISSEAU AVE S OLD NY drawings are not in agreement with the actual field required. Remove at job completion. The fire alarm conditions,the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain; However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFIC REMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH C. PLUMBING DEMOLITION a FLOORING, CEILINGS,ADJACENT SURFACES IF 3. The Contractor shall be held responsible for any REQUIRED. REMOVE&DISCONNE=CT ALL ELECTRICAL damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all WIRING,OUTLETS,AND SWITCHES. repair any damage caused,without extra charge to the existing plumbing fixtures,devices, miscellaneous ti yh� Owner. Repair all existing surfaces at locations of systems, piping and equipment with a detailed field removal,or new construction including flooring, base, survey. Where existing equipment scheduled to t 02 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS painting,ceiling, etc. remain is located in a wall and/or ceiling scheduled to PATCH FLOORING,CEILINGS,ADJACENT SURFACES IF be removed,the Contractor shall incorporate in his bid REQUIRED. 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated rrN 03 REMOVE EXISTING DOORS AND FRAMES,AS concerning the location of concealed structural plumbing,venting,fittings,etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment.Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures,devices, miscellaneous t�:77 Contractor is to proceed with caution during all systems,equipment,etc. are located in walls and/or —o41 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed,the Contractor shall REQUIRED FOR NEW WORK WOR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing, conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc.,where required,due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW FLOORING,AS REQUIRED walls, partitions,and brackets,etc. ISSUE: (ASSUME 5%OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves,cleanouts,traps, etc. WILL REQUIRE NEW SUBFLOORIRINNG) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire NUMBER DESCRIPTION DATE BY system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS 06 REMOVE ALL ELECTRICAL,WIRING,CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided,wherever necessary,for such equipment. AND OTHER WIRING NOT INDICATED TO REMAIN IN existing electrical lighting fixtures,devices, Location shall be coordinated with other trades. 02 ISSUE FOR BID 1.30.17 GS PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED miscellaneous systems and equipment with the 03 ISSUE TO PLANNING BRD 11.02.17 JF OR MODIFIED architectural removal plan. Where existing equipment D. HVAC REMOVAL scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF F0 77 REMOVE EXIST TOILETS, SINKS, ETC.AND ALL PLUMBING scheduled to be removed,the Contractor shall existing duct,devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CEILINGS ON FLOORS BELOW equipment with all associated conduit,wire, hardware, existing equipment scheduled to remain is located in a DISTURBED BY NEW PLUMBING OR OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed,the equipment. contractor shall incorporate in his bid a price for Og REMOVE ALL HVAC EQUIPMENT NOT INDICATED TO relocating the equipment with all associated plumbing, 2. Where existing electrical lighting fixtures,devices, venting,fittings,etc. in order to insure proper operation REMAIN. miscellaneous systems,equipment,etc. are located in of relocated equipment.where existing plumbing 09 REMOVE ALL HVAC DUCTWORK AND PIPING NOT walls and/or ceilings scheduled to be removed,the fixtures, devices,miscellaneous systems,equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc.are located in walls and/or ceilings scheduled to be demolished,the contractor shall disconnect and REVISIONS: 10 REMOVE EXISTING CABINET,SINK AND ALL PLUMBING 3. In general,there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall PIPING WHERE NECESSARY. PATCH WALL AND FLOOR AS finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY REQUIRED. Architect. Contractor shall provide all hardware, walls or newly furred spaces. O1 CELLAR DWG ADDITION 10.5.16 GS equipment,conduit,wire, etc.to bypass all outlet that fall within this category. Only existing and new outlets 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS& containing active devices(receptacles,switches, 02 PER DOH COMMENTS 11.21 .16 GS RAILINGS. PATCH FLOORING&ADJACENT SURFACES telephone)shall be extended, relocated and installed 03 PLANNING BRD. COMT'S 10.30.17 JF AS REQUIRED. to their new wall locations. 04 REV'S PER BLDG. DEPT. 03.23.18 JF 12 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However, all changes 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. cannot be detailed completely on the drawings,some removals and reallocations of existing electric work will 14 REMOVE EXISTING ELEVATOR CAB AND EQUIPMENT. be necessary for satisfactory performance of this and other trades. REMOVE EXISTING ELEVATOR DOOR AND FRAME. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders,circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD D Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 E-mail: info@teirjesenarchitects.com I I ( I I I ( ( 1 MECHANICAL ENGINEER I II 11 II 11 EP ENGINEERING FT T110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 =1 1 I I ! !010606 ( 1 01 06 1 ( 01 06 I T:212.257.6190 F:212.994.8091 I � I L 1 ( 1 ( 1 L__L. — 02 09 02 09 ( I 1 I 02 09 03 10 11 03 10 I 1 1 03 10 1 STRUCTURAL ENGINEER I ( 1 04 12 I1 04 12 I ! , 01 1 1 004 5 12 11 I I � 11 II II 11 I ! II II II II PROJECT ►_ � � � � ^ '' ��___=_ _ j � = _ _ '' L � - - _ _ ° - North Fork SurgiCenter I I I 700 BOISSEAU AVENUE 1 1 \ I I SOUTHOLD, NY I DRAWING TITLE11 I I 11 � I I I 11 01 06 I I 1ST FLOOR 1 II = I 01 06 11 02 07 1 03 09 I 01 06 REMOVAL PLAN 1 I 11 I 11 0202 09 11 r� r� 04 10 11 03 010 1 I I 11 04 10 11 0-�{ o I I 04 12 01 06 01 1 _ 1 I 03 10 y ( ' DATE --- _ __ __ _I •x— I l I I I 04 I 1 ( 01 os I! 01 os 3.23.2018 1 i. u PROJECT NUMBER I DN � � I ! ( ) 02 07 II 02 09 \ T� T-1 T`1 Z�1 -f`-I -1-'1 T`I � E04 06 01 � 06 I I ( 03 09 II � 11 � I I 03 10 O I I I I I 11111 1 1 1 1 ( ( 09 I' I 04 °09 I 03 ! I I 04 10 04 % 3258 111% 07 03 07 L �I !! / — ____ L1 1_J. Ll l._I. JJ. L1 L1 L� ( 10 I 1 /1 10 ( I I I 03 DRAWN BY Q •, RP/GS/JF e ' 0k r SCALE 03 07 i ��_ � � 6: dt� 114 – 1-0 04 10 Contractors Name: Stalco( )nstruction Inc. DRAWING NUMBER 10 I(\p'1 Contractor's Addre, 1316 MA c Islandia,New Yr k 11749 Or P way DM-101 ,00 Drawn by: '`Z`� Date: SEA SHEET NO: 7 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTION 1. ALL GWB PARTITIONSA SHALL BE 5 THICK,TYPE 2O WITH ACST INSULATION U 0 N - - - - North Fork EXISTING WALL TO BE REMOVED A ( •) EXISTING CONSTRUC"PION 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. TO REMAIN 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE NEW PARTITION &MR GWB ABOVE. SurgiCenter -SOUND INSULATION WHERE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN 700 BOISSEAU AVE SOUTHOLD NY 01 A INDICATED STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 2hr INDICATES PARTITION TYPE 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED FIRE RATING WHERE INDICATED a/�'\ OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. t:= EXISTING DOOR TO BE REMOVED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT n EXISTING DOOR TO RI_MAIN ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. o , 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13 (U.O.N.). (EX)EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. J NEW DOOR AND FRAME 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE ~ X10 DOOR TYPE AT ALL SCREW HOLES AND JOINTS. r INTERIOR ELEVATION INDICATION 00 INTERIOR ELEVATION NUMBER 01 XXX ROOM TAG ---ROOM NAME 000a ROOM NUMBER SF---ROOM SQUARE FOOTAGE ISSUE: 1 HR FIRE RATED PARTITION NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1.30.17 GS 03 ISSUE TO PLANNING BRD 11.02.17 JF EXTERIOR 04 ISSUE FOR DOB APPROVAL03.23.18 JF STAIR EXISTING GAS METER iuF Z_ 1 F IL 11 11 F� EXE 71.8- REVISIONIST ff '01 51-$" 71_011 NEW WATER HEATERS NUMBER DESCRIPTION DATE BY 04 ao ATS a46 _ 01 CELLAR DWG ADDITION 10.5.16 GS `4 EXISTING SUMP M WAT AHu 42 SF HEATER 02 PER DOH COMMENTS 11.21 .16 GS PIT TO REMAIN r VACUUM79 SF 03 PLANNING BRD. COMT'S 10.30.17 JF ZSF 04 REV'S PER BLDG. DEPT. 03.23.18 JF B� FEC _; B6 DISTRIBUTION PANEL � - AHU NEW g2,' MECH DO NOT SCALE PLANS DGP 47 105 SF ,z ARCHITECT OF RECORD UP OPEN DOMESTIC WATER Terjesen Associates, Architects BASEMENT 44 BOOSTER PUMP _ i nj 248 West 35th Street 11th Floor New York, NY 10001 1739 SF 212.239.1526 Fax:212.736.7899 CV `B4� t` 67 E-mail: info@teirjesenarchitects.com ¢ FLUE IN EXISTING CHIMNEY MECHANICAL ENGINEER r� ryry�� S RINKLER EP ENGINEERING 12'-lA" 49 73 SF 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 B5; SPRINKLER -1 BOOSTER PUMP CO STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE CELLAR FLOOR CONSTRUCTION PLAN- SOUTHOLD, NY SCALE: 3/16" = V-0" DRAWING TITLE AREA: 2410 SQFT (NO CHANGE) CELLAR FLOOR CONSTRUCTION PLAN DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY n RP/GS/JF i , SCALE 3/16"= 1'-0" Contractor's Name: St 'co Construction Inc. DRAWING NUMBER Contractors Address:1. fi M for Parkw Islandia,New York 11 19 A-200 ,00 Drawn by: tv�r ..�- Date: tC 3 Z[? SEAL SHEET NO: 8 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN! PARTITION NOTES SYMBOLS DESCRIPTION 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPAE O WITH ACST INSULATION(U.O.N.) ® rth F ork — — — — EXISTING WALL TO BE REMOVED 2. ALL CHASE PARTITIONS SHALL BE TYPE O AS INDICATED. EXISTING CONSTRU(3TION 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE TO REMAIN &MR GWB ABOVE. Sulp^gicenter NEW PARTITION 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN A,,--SOUND INSULATION WHERE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 700 BOISSEAU AVE, SOUTHOLD, NY 01 INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 2hr INDICATES PARTITION TYPE FIRE RATING WHERE: INDICATED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL � EXISTING DOOR TO 13E REMOVED HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. EX EXISTING DOOR TO REMAIN 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13A(U.O.N.). O (EX)EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE n NEW DOOR AND FRAME AT ALL SCREW HOLES AND JOINTS. A DOOR TYPE t INTERIOR ELEVATION INDICATION GENERAL N OTES 00 INTERIOR ELEVATION NUMBER N 01 1. MEDICAL GAS SHALL HAVE ANESTHESIA SCAVENGING SYSTEM TO BE EXHAUSTED DIRECTLY TO THE OUTSIDE. XXX ROOM TAG 2. ON-SITE STERILIZATION TO BE DONE WITH A DESKTOP STERILIZER.ALL OTHER STERILIZATION TO BE DONE —ROOM NAME ,..,.,QFF SITE AND PRE PACKAGED 000 ROOM NUMBER SF ROOM SQUARE FOOTAGE 3. ABC DRY CHEMICAL 2-A PORTABLE FIRE EXTINGUISHER TO BE PROVIDED EVERY 3000 SF PER NFPA 10(1 PROVIDED CELLAR, 3 FIRST FLOOR-OK) ISSUE: 4 4. ALL ROOMS WITH A DIMENSION LESS THAN 7'-0"ARE"OCCUPIED SPACES"FOR SINGLE pli SEMI RESTRICTED AREA OCCUPANCY USE ONLY. ' NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS RESTRICTED AREA _ _ � _ __ _ _- _ __ _. __ � _,_ _ _ _ ._.- _. _. 02 ISSUE FOR BID 1 .30.17 GS 1 HR FIRE RATED PARTITION 03 ISSUE TO PLANNING BIRD 11.02.17 JF FEC ABC DRY CHEMICAL,2-A PORTABLE NEW WOOD 04 ISSUE FOR DOB APPROVAL03.23.18 JF i� FIRE EXTINGUISHER: PLATFORM & L-J STAIR T-0" DIESEL HR A/C GENERATOR WINDOW PROVIDE NEW 2"X10" A/C WELL JOISTS AT 16"O.C.W/ WINDOW R30 BATT INSULATION &314"PLYWOOD IFOR SEE A603 WIWEfW WELLREVISIONS: UNDERLAYMENT DETAILS 1 0 A NUMBER DESCRIPTION DATE BY < 01 CELLAR DWG ADDITION 10.5.16 GS _ ___ _____f78'.0' - e _. - AT WELL WLDOW 02 PER DOH COMMENTS 11.21.16 GS ' - '9 REMOVE i'1 - \ i� I 1 A j \ i� I \ i� I- �� -\ i� Ip - \ i ; IA -NT 4 EXIST 13 A A 13 ' 13 , HANGING WINDOW 13 BELOW 03 PLANNING BIRD. COMT'S 10.30.17 JF 9'-0" I I 8'-0" I g_0^ 1 I g!_p�� I 1 8,_O. I g_p I g�.p^ I g�_p ° �1] 6'_0^ 04 REVS PER BLDG. DEPT. 03.23.18 JF ° 4'-0" 5'�3" 5'16" 5'�6" 5'16" 5'�6" 6'6" p' 5'�fi" 5'-(i" 4'-0" i i o OFFICE 1 05 STAIR & DOOR TO OFFICE 05.24.18 JF Ti IL - - - oa CONFERENCE STORAGE i CG 2 t 24 L_J MULTIPURPOSE° I I 'I I ! � I I i I I � I .z -, 06 CLARIFY DIM PER RFI 06.18.18 JF 0 2s i I I I 1 I 11 I I I I J _ EXAM of 07 OFFICE REARRANGEMENT 07.24.18 JF 80 SF' ° ^• orsF ° 1 1 POST-OP P TENT ° os 11 -OP BAY 3 POST-OP BAY OST O - - 3 A 1 POST-OP BAY#2 POST A # P PRE-OP BAY 1 PRE-OP BAY 2 PRE-OP BAY# POST-OP B # BAY#5 0 # I # I I I I I I I POST-OP BAY#6 I LOCKERS , i ' CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT �, CLR SQ FT CLR SQ FT \ \ b7 sF 90 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT — =80 SQ FT =80 SQ FT -8 =80 SQ FT =90 SQ FT 10 00� 1 0l 20 _. .._ r, - - - - -i i i — i i 3 sF - - - ---- - - - - - - -- - - - - - - — — - - - --- - - - - - - - - CG F cG CUBICLE CURTIAN - - 0 CGr ,CG i' i b TRACK(CCT),TYP. PATIENT " �` Ov� N \ TOILET PATIENT 19 , E.V.S. (MEN'S) o ACROVYN TOILET ET CGL G `r Oti2 DO NOT SCALE PLANS OMEN'S _�' r23 139 WAINSCOT,TYP. ) co DOU LE LOCKED o 6'.011 ARCHITECT OF RECORD S MI_ / a� 17 SIF 35 SF TOILET EQUIPPED 22 0 — - - --- ESTRICTED� o WHEELCHAIR& NURSE s' , BED-PAN 3 A 37 SF PRE-OP/ MED STORAGE MIN aO CORRIDOR G 118 CLEANING DEVICE cG A RSE RECOVERY— W/ STRETCHER SUB-STATION SUB-STATION A 21 25 A � _ __ ._ __ _, , 3 -� -� 12 FEC 3 � Ter�esen Associates Architects F' STORAGE #2 ° -_ " 33� , 1� #1 14 1� 1511 SF HS, USE/MED UNISEX ----- - - - --- 3 _ _ _ t ___ �`�y '-8" N -j� ICC/ANSI 8 West 35th Street 11th Floor New York NY 10001 IS . PUBLIC-- 24 A � �� j o e --� � �, " � WAITING COMPLIANT ' i / M -0 v- HS' � d'� u- 06 TOILET u i i CRASH Hs - ! � 0 - -_ SOILED —� os D ;`� ® 212.239.1526 Fax:212.736.7899 5 8 ,_,-_ i STATION I R 3Y � � � CLEAN � , 1 05 � 02 RAMP INK/ li ,,CARTS % '� /U I LINEN II� i U.w. 35 SF ro 367 SF }� i _ _ ___-- 19 �-. ----------53SF ___ — CG E-mail:e / , / \ TOILET/ f.r STAFF HOLDING20III \ ' 1 �R F. � E- 'I• ' f senarchitects.com `G�tSEfZAL _ — ,SHOWER STORAGE F 3� III 1� 0\ N 5'-0" 5'-7" 5'-0" EQUIP. / r — 7 sF oa N II '-$ 'Vr f 5" 16'-6" MECHANICAL ENGINEER STORAGE / a 3 st ra,034, i t!> 1 p, 4_ -0 5'-5" 4'-0" 4'-4" IIID /5LIC ExfsT. uTEBEHONEP ENGINEERING STAIR w31 a3 ENDO I - ACCESS A FEC 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 t f _ C s2sF 13 GENERAL � SCOPE I-I-� ' i`' M AIt�S�EjT 3 3�o CORRIDOR t it STORAG z2ssF EQUIPMENTS PROCESS I 6'-0'13 ` C i� IX7- o N 37 + STORAGE 1 s ``- `�-^--� T:212.257.6190 F:212.994.8091 s3 SF STAFF a2 17 7 SI T-0" - - - - -- - - - - LOUNGE ` 26 sF 1 s2 sF 23 , 24 1 25 2� 27 JCG STRUCTURAL ENGINEER �S L / SUti� C KI - �J- / I 38 t D� /SW STERILE TRERLIZATIO 'AN STHE IA EQUIP L STAFF 133 SF LD 1 1 Oti� ADMINISTRATION RECEPT ON COVERED / ACCESSIBLE O.R. / STORAGE STAFF LOCKERS : REMOVE oa o3 (� WAITING AREA r-3-3-1 CHANGING Q ^ WINDOW AND 3� = d s7sF INTERVIEW 3 EX) 124 SF I 1 7 S 54,SF 8 F 44 S 8 F / 35 3 43 SF AREA �!r C LAICAL I �f j 42 SF 3Q 77 SF � INFfLL WITH ti 12'-0" 6-11" T-5" 5'-4" 6'-10" DRINKING '� 5'-0" 6'-6" T 1 HR RATED - ° c FOUNTAIN PARTITION �� 3 I) ANTEROOM DECOON I A 8" w . " o VEST. II 13 4 VESTIBULE ¢ S i 11-6 it s I 07 — — — — 0 ' Rl RE 41 u S_F 0� 34 sF = I I I MIN _ 01 0 W. PROJECT 22 SF 80 SF U w _ 39 - - -- ` 38 17 North Fork S REMOVE EXISTING REMOVE EXISTING �'" ^f0'-10" MED RECORD LOCKABLE I-I 30X48"CLEAR 4'-0" 4'-0" , Sur g Center GARAGE DOOR& DOOR& INFILL • MEDICAL FEC 3/4 FIR FPSC L FILING CAB. STAFF INFILL EXISTING EXISTING OPENING t GAS`-.-� ,. STORAGE 36" MAX AFF SOUTOHOLD ISSEAU NY VENUE OPENING UP-A1---0in O 40 37 SEE A602 WINDOW > o 56 SF FOR DETAILS WINDOW SEE T-100 FOR� WELL WELL STANDARD STAIR � r� r 0 3-8" 5'4" • • • • DETAILS UP 4R EXISTING DRAWING TITLE STAIR 1 ST FLOOR EXISTING CONSTRUCTION PLAN pQ STAIR q 2 b 21.1 LO 5'_p" UP 3R 0 d 6'-0" DATE PATIENT 7.24.2018 DROP OFF AT GRADE PROJECT NUMBER 3258 DRAWN BY c RP/GS/JF 1qhvil, SCALE i .,FIRST FLOOR CONSTRUCTION PLAN �- �� 3116"= 1'-0" SCALE: 3/16" = V-0" (;Ontractor's Name: 3t lco Construction Inc. DRAWING NUMBER AREA: 5564 SQFT (NO CHANGE) Contractor's Addres� 116 kw , otor P Iar►�ia,New l!1 1) � A-201 .00 Drawn by: Dote: SEAL SHEET N0: 9 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN! PARTITION NOTES SYMBOLS DESCRIPTION 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPAE O WITH ACST INSULATION — — — EXISTING WALL TO BE REMOVED 2. ALL CHASE PARTITIONS SHALL BE TYPE O AS INDICATED. 114ofth Fork EXISTING CONSTRUCTION 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE TO REMAIN &MR GWB ABOVE. Surgi � � r NEW PARTITION 4. ALL FIRE RATED PARTITIONS SHALL HAVE 1i MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN —SOUND INSULATION WHERE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. TOO BOISSEAU AVE, SOUTHOLD NY 01 A INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 2hr INDICATES PARTITION'TYPE FIRE RATING WHERE INDICATEDOR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. o \ 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL r i EXISTING DOOR TO BE REMOVED HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. EX EXISTING DOOR TO REMAIN 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPEo 13A(U.O.N.). (EX) EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE (1 NEW DOOR AND FRAMI= AT ALL SCREW HOLES AND JOINTS. maQ� `-"�—DOOR TYPE GENERAL NOTES INTERIOR ELEVATION INDICATION 00 01 INTERIOR ELEVATION NUMBER N 1. MEDICAL GAS SHALL HAVE ANESTHESIA SCAVENGING SYSTEM TO BE EXHAUSTED DIRECTLY TO THE y,7/- OUTSIDE. 17 XXX ROOM TAG 2. ON-SITE STERILIZATION TO BE DONE WITH A DESKTOP STERILIZER.ALL OTHER STERILIZATION TO BE DONE --ROOM NAME OFF-SITEAND PREPACKAGED 000 ROOM NUMBER SF--ROOM SQUARE FOOTAGE 3. ABC DRY CHEMICAL 2-A PORTABLE FIRE EXTINGUISHER TO BE PROVIDED EVERY 3000 SF PER NFPA 10 (1 PROVIDED CELLAR,3 FIRST FLOOR-OK) ISSUE: 4. ALL ROOMS WITH A DIMENSION LESS THAN 7'-0"ARE"OCCUPIED SPACES"FOR SINGLE �— SEMI RESTRICTED AREA OCCUPANCY USE ONLY. NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS ® RESTRICTED AREA - -� - _ - - `l �� v `�� v - � - 02 ISSUE FOR BID 1 .30.17 GS 1 HR FIRE RATED PARTITION 03 ISSUE TO PLANNING BIRD 11.02.17 JF NEW WOOD 04 ISSUE FOR DOB APPROVAL03.23.18 JF FEC ABC DRY CHEMICAL 2-A PORTABLE 171175=11 1 FIRE EXTINGUISHER PLATFORM& L_J AIR T-0- DIHR ESEL U A/C GENERATOR PROVIDE NEW 2"X10" A/CWINDOW JOISTS AT 16"O.C.W/ WELL R30 BATT INSULATION WINDOW WINDOW &3/4"PLYWOOD SEE A603 WELL REVISIONS: UNDERLAYMENT IFOR DETAILS v p NUMBER DESCRIPTION DATE BY 01 CELLAR DWG ADDITION 10.5.16 GS -- `-- _ � .. _.-- '�_'-__ ..�-. _.=- _..._-.»dam.^_. __ _ w.... _ --;`- ''� _. .-_ .7 . _._-. � .. _�- __- ._.1 WINDOW x ___ _____�_.-s_ _____�.__...� I _ _ _ __ ___ _ � � -.-----I _ - � � o REMOVE A 02 PER DOH COMMENTS 11.21.16 GS f�ATIENT WELL A I I ► -' HANGING "' WINDOW 13 13 A BELOW 03 PLANNING BIRD. COMT'S 10.30.17 JF 13 F91-O. I V 8'-0" I 8'-0" 8'-0" 1 I 8'0" I 1 g'-0" I 8'-0" I 8'-0" 9'-0 i 11 g'-0" 8'-9a. 8'=7" 8'-8" t 04 REVS PER BLDG. DEPT. 03.23.18 JF ' Lj a " " iV30 OFFICE4-0d 5�3" 5'�6" 5'�6" 5'�6" 5'16" 6'6" 5�6 5-� 4-0 , i o 05 STAIR& DOOR TO OFFICE 05.24.18 JF _O.R. STORAGE ; Cc 14 J_J /MUOLTIPURPOS I I i I I I I I I -� - � 06 CLARIFY DIM PER RFI 06.18.18 JF Al 27 2s / ; I I I 1 1 °l I I I I I I I EXAM o7 80 SF >001� ,f Q1 SF X12 07 OFFICE REARRANGEMENT 07.24.18 JF PRE-OP BAY#1 I PRE-OP BAY#2 I PRE-OP BAY#3 I POST-OP BA #1 1 I POST-OP BAY#2 I 1 POST-OP BAY#3 I POST-OP BAY POST-OP BAY#5 I POST-OP BAY#6 ODU ERS �, �, BoSF .I001 CLR SQ FT Cl SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT o CLR SQ FT CLR SQ FT =90 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT =80 SQ FT o =80 SQ FT =90 SQ FT ' 9 10 A - - - - - - -i - - - -i - - - - - -i - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -� - - - - - - - � 3osF i 00� I 01s ,f -,3.. � 4JCG CUBICLE CURTIAN — — 0 cc cc Cc _ e r�.1 TRACK(CCT), TYP. PATIENT o PATIENT 04 � TOILET L 19 E.V.S. (MEN'S) ACROVYN TOILET Cc G 02 DO NOT SCALE PLANS s 39WAINSCOT,TYP. (WOMEN'S) _ _ DOU LE LOCKED o 6'-0" ARCHITECT OF RECORD S M- 17 SF 00 35 SF TOILET EQUIPPED n 22 q --- - -- -- ESTRICTED o W/BED-PAN 37 SF PRE-OP/ L1 MEAD STORAGE MIN ❑ WHEELCHAIR& NURSE 3 RSE 11� n RECOVERY CORRIDOR STRETCHER SUB-STATION G _ _ CLEANING DEVICE cc 3 SUB-STATION 12 FEC 3_A - Terjesen Associates, Architects STORAGE #2 7 - , - 3� -, 11�' #1 11� 1� 1511 SF HIS, URSE/MED UNISEX (-5'-4" - - - -- - ----- -1`�'d- - - 3'-8" PUBLIC'-�"� '� ICC/ANSI 6? F _DIS 248 West 35th Street 11th Floor New York NY 10001 COMPLIANT 3 -o _ Q ( 5-s - STATION I 05 02 RAMP 212.239.1526 Fax:212.736.7899 �� a as TOILET � WAITING �GG CRASH HS (� r _—_= - CLEAN s 1 �— St�l / — -a �I� tCART= - U I LINEN SOILED �� 09 u.�. 3l 5� 3s7sF d HOLDING 1 53 SF R F. CG E-mail: info ter esenarchitects.com - s @ 1 / ' S OWER '� STORAGE 20 III 11 -- - - ------- D� N a as % GEI�5k / _ _ 31 SF III D T N 5-0 5'-7" ` 3 EQUIP. / r / -- — 21 18ii 5" 16'-6" 22 i �j� /,� MECHANICAL ENGINEER o — �x, 7 SF � 30 sf N III 1p �� cV °I � - a atia 5 LD" 4'- "' 5'-5" "' 4'-0" 4'-4" III / a o 24 �_ rE % � TELEPHONE z EP ENGINEERING EXIST. � o -- 28 29 7 F 30 - __ --__ - STAIR 1 � � � ACCESS % �43 INDO - 1 0 � f A 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 t 3� 62 Sl` 13 GENERAL SCOPE L—I- / �' 13 l 3�N CORRIDOR i STORAG o 22� EQUIPMENTS PROCESS I 6'-0" \� T:212.257.6190 F:212.994.8091 37 STAFF 42 + STORAGE 16 _ _ _ _ 93 SF LOUNGE � 26 SF c 17 7 SF sl - -., _ 7'-D" J ` 23 24 �-M/C- 25 26 27r-3-8--11 62 SF Cc STRUCTURAL EINGINEER / � � ./ / E E`R1�L� <_1— 133 SF � � SSB o� / S"" /TRERLIZATIO A 3 HE IA EQUIP, STAFF - 1 �� 1 0� ADMINISTRATION RECEPT ON O.R. / SW STERILE 31 32 STORAGE LOCKERS ;; REMOVE oa 28 z9 / 30 / ( I N INTERVIEW ACCESSIBIL COVERED , CHANGING a 36 d 97SFWAITING AREA 7 SF 4 F g F / 44 S 8 SF 33 35 3 43 SF ,,ss,ss 34 I WINDOW AND t = AREA D ✓ 124 SF C INICA f " " " azsF 37 SF 77sF'- „ \ INFILL WITH p �/ 12'-0" 5'-11" 7'-5" 5'-4" 6'-10" DRINKING /5 5-0 6 6 1HR RATED - rr 3 — — FOUNTAIN n ti IIS ANTEROOM GROSS A 8" PARTITION 9 / yzip. HS SA 'C/ i 11-6 i s U08 0 I — — — — I I - 15 " A VEST. " II 13 4 VESTIBULE / i 41 II pU)1 1a 15 = M MIN o1 PROJECT ` �R�' 22 SF SF 34 SFril — —J 80 SF w - 3� - - - 3� ur REMOVE EXISTING REMOVE EXISTING r ^ T0�10 MED RECORD LOCKABLE y 30X48"CLEAR 4'-0North Fork SiC nt " 4'-0" g e e r GARAGE DOOR& DOOR&INFILL MEDICAL FEC 3/4 HR FPSC FILING CAB. STAFF l 700 BOISSEAU AVENUE S . �;. SOUTHOLD, NY INFILL EXISTING EXISTING OPENING UP Oi 40 GAS' 37 SEE A602 WNDOtI�F- > o a \ SEE T-100 FOR OPENINC� 56 SF IFOR DETAILS �I WINDOW u 3-8" 5'-4" I WELL 11NELL STANDARD STAIRCq ° DETAILS UP 4R DRAWING TITLE EXISTING 1 ST FLOOR STAIR EXISTING STAIR W 4 q b 2._1 51.01 CONSTRUCTION PLAN UP 3R �++ DATE PATIENT 7.24.2018 DROP OFF AT GRADE PROJECT NUMBER 3258 DRAWN BY RP/GS/JF K r ' ! ' ` SCALE FIRST FLOOR CONSTRUCTION PLAN � r 3116"= 1'-0" SCALE: 3/16" = V-0" DRAWING NUMBER AREA: 5564 SQFT (NO CHANGE) Contractor"s Name: St- c Construction Inc. Contractor c Address:13 i for Par ay A-201 ,00 lslandia, e wNYork11 9 Drawn by- i^ Date: SEAL SHEET NO: 9 OF 18 EXTERIOR ELEVATIONS 0 h Fork I i � II NEW C OP STANDING SEAM S u PER12 AiCenter 12 L�.NEW COPPER fi 7-1/4+/-STANDING v ALL ON E CIL �, VIROOFING 700 BOISSEAU AVE, SOUTHOLD NY ao FI SEAM ROOFING L NEW WHITE FRAME MAIN FLOOR PLATE kjGU4RGIUTTER GUTTER: ' GUTERCEDAR SHAKI GUTTER I I MAIN FLOOR PLATE NEW WHITE � CEDAR SHAKE / Rj / TE= Z 1-1. Ll LlNEW WHITE NEW WHITE 5 NEW WHITE NEW WHITE CEDAR SHAKE CEDAR SHAKEao T.O.F.-30.7' CEDAR SHAKE CEDAR SHAKE \\ RAMP o T.O.F.-30.7' jj� NEW STUCCO OVER CONCRETE FOUNDATION — — ti 14J2W AT Q I SOUTHOLD ASC - NORTH ELEVATION SCALE:1/8"=V-0" rN t!K7 NEW COPPER FRAME { I STANDING SEAM ROOFING i I I� I I i II I NEW COPPER ISSUE. 12 STANDING SEAM NUMBER DESCRIPTION DATE BY a' Q6 ROOFING 01 DSG-01 SUBMITTAL 8.29.16 GS I I II]LIE I i I i I 02 ISSUE FOR BID 1 .30.17 GS I l i I I i I f II i oJ' GIUTTER I I j I I; i GUTTER f� I y1i 1i 111 L11 GUTTER MAIN FLOOR PLATE li I I I I+, `; I I I i; _LLLL I11 MAIN FLOOR PLATE NEW WHITE NEW WINDOWS CEDAR SHAKE THROUGHOUT A/C A1C DIESEL NEW WHITE CEDAR SHAKE T.O.F.-30.7' GEN. 100 YR FLOOD LINE 4 / T.O.F.-30.7_ NEW STUCCO OVER DUNNAGE DUNNAGE NEW STUCCO OVER CONC.FOUNDATION CONC.FOUNDATION I SOUTHOLD ASC - SOUTH ELEVATION I REVISIONS: SCALE:1/8"=V-0" L — — NUMBER DESCRIPTION DATE BY 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11 .21.16 GS 12 12 12 12 7-1/4+/- Q 7-114+1- ATTIC CATWALK 7-1/4+1- Q 7-114+1- °`^ R19 INSULATION "- R30 INSULATION ``tea NEW COPPER I I i II 12 4 MIL VAPOR 7-1 I i + iI! I II FRAMEi 7-114ABARRIER4'6STANDING SEAM aw ROOFING o. W CO P PER2X6"TRUSS WEB � FRAME 12 o W STANDING SEA M 7-1/4 ROOFING _ MAIN FL—OOR—PLTE MAIN FLOOR PLATEBOTTOM OF TRUSS FLOOR PLATE MAIN FLOOR PLATENEW WHITE CEDAR SHAKESUS — — "X8"TRUSS CLG. DO NO 2X8TRUSS o / ❑ \ / FULLY SHIELDED NEW WHITE CORD / \ / WALL MOUNTED L NEW WHITE CEDAR SHAKE T SCALE PLANS 2"X10"-16"O.C. FIXTURE(4) CEDAR SHAKE JOISTS T.O.F.-30.7' T.O.F.-30.7' NEW T.O.F.-30.7' T.O.F.-30.7_ T.O.F.-30.7' ARCHITECT OF (RECORD NEW STUCCO OVER CONCRETE FOUNDATION I — — Terjesen Associates, Architects =1 11=f i 1= i I=1 I ISI I i 11=1 i I�i !�I 11=i 11=i '111=T7714_1_ -1 11=III= ��=1 11=i 11=1!1—I 11= 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736,7899 I i I-1 I I=1 i I—I I�—I i I ` —► SOUTHOLD ASC - WEST ELEVATION SOUTHOLD ASC - EAST ELEVATION -I SCALE:1/8"=1-0" SCALE.1/8"=1-0 " E-mail: info@terjesenarchitects.com r1_ I ;ll it, i=! ;I ; I - I=1h- -1-=1- l ryi - !—II —III—i l Mill l= l,_ Iei il�_�I - II MECHANICAL ENGINEER„ „� -111 NORTH-SOUTH SECTION SCALE:1/8”=1'-0" STRUCTURAL ENGINEER I I a p i i e II II I• I I -1L I I I I I I I j I _ _.. ' OI tiro ,: i I I I f i i j j I I I I PROJECT North Fork Sur iCenter r (SSE,i 700 O B AU AVENUE SOUTHOLD, NY RIDGE , I j � j I i I � I NEW COPPER DRAWING TITLE SLOP- I i I; II ( I I I I it I I II ! II i ; STANDING SEAM ROOFING EXTERIOR ELEVATIONS N-S SECTIO N _— li ! j I J I I I t0 DATE DGE i! i 5.8.2017 --W _ -__ __ I ! ( '; I I RI 11 I II PROJECT NUMBER �t o -- I i { I i 3258 Lo --` I j (i { I ___� ..7-914_12--� ,7114:1 _ LOP( I DRAWN BY r RP/GS/JF 4 -r= e SCALE 118" SOUTHOLD ASC - ROOF PLANInon-truction DRAWING NUMBER SCALE:1/8"=1'-0" Contractor'.Name: Inc. Contractor's Address 131 tA-300 .00 Islandia,New York 174) Drawn by: -•---- --- Date: SE— Ate... /0 -31 1 7-El SHEET N0: 9 of 16 EXTERIOR ELEVATIONS North Fork —I!!—i.II!--1I1!==i I hI—Ifi1iI 1I!==i I I-=�!.i1!i=—I1 II IIi--Ti1►1�-I1I 1ST FLOOR REFLECTED CEILING PLAN North Fork SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY CST 1 CST 3 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 +8_0 L2 L2 L2 +8—0 ❑ ❑ r � ACST 1 ❑ ❑ ❑ ❑ L2 L2 ACST 1 +8—0 ' �.. L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ❑ `- �� -- _4( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ACST 1 r ILIL NJ b 'v ILI L2 L2❑ fl U L2 L2 q T 1 L2 L2 L2 L2 L2 L2 ❑❑ ❑ ❑ + _° a ❑ ❑ ❑ ❑ ❑ GWB P 7—6 ACS 1 0 0 +8 0 - 0 .o ::.o ACST 1 LSGWB P7 6p L5 L2 L2 L2 ISSUE: L2 L5 . DWI** L5' - L5 +8-0 JL5 L2 ACST 1 L2 L2 0 a 8-p ❑ +8-0 ❑ ❑ L5 . L5. NUMBER DESCRIPTION DATE BY ❑ L2 L2 L1 01 DSG-01 SUBMITTAL 8.29.16 GS N � ❑ ❑ L2 L2 ACST 1 L2 ACST 1 L2 GWB p ACST 1 ACST 1 ❑ CST 1 02 ISSUE FOR BID 1 .30.17 GS +8—0 ❑ +8—0 ❑ 8—0 +8—0 ❑ _ L2 L2 +8—0 +8 o ACST 1 L2 L2 03 ISSUE TO PLANNING BIRD 11 .02.17 JF CST 1 +8—0 ❑ L2 ❑ ❑ 04 ISSUE FOR DOB APPROVAL03.23.18 JF N >�� /��' +8—0 24'X24' ❑ F11 L2 Ell CST L2 ACT AF�] rnc❑ 8—0 ❑ ❑ L1 L2 L1 L2 L2 +8—0 GWB P _ GWB P JL5 0L5 JL5 JL5 AW01 CST 1 + ACST 3 +8—0 L2 +8—0 +8—0 � . :. . L2 Ell L2 L2 �L5 °L5❑ ❑ ❑ ❑ L1 GWB P l CST 1 CST 1 _1111-1L2 L1 ACST 1 L2 L2 —° ❑ +8-0 L2 REVISIONS: CST 1 CST 1T 3 +9—0 ACST 1 ♦8—0 +8—0 +8—0 +8—0 ACST 1 ♦8—0 ❑ +8—0 ❑ JL5' �l 5 JL5 JL5 NUMBER DESCRIPTION DATE BY +8 0 +8 0 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11 .21.16 GS L2 csT 1 03 PLANNING BIRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF FIRST FLOOR REFLECTED CLG . PLAN SCALE: 3/16" = 1'-0" DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects CEILING TYPES LIGHTING SCHEDULE 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 ACST-1: ACOUSTICAL CEILING TILE TYPE DESCRIPTION -mail: mf @ senarchitectscom ARMSTRONG' #1776 DUNE 24"x48" TILE W/ RECESSED 2X4 FLUOR. LT. ; o ter'e PRELUDE 15/16 EXPOSED TEE GRID L1 NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS 64W ACST-2: ACOUSTICAL CEILING TILE L1E SAME AS 'L1' EXCEPT WITH EMERGENCY BACKUP PACK GWB P MECHANICAL ENGINEER NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) 7—° EP ENGINEERING ARMSTRONG #591 CIRRUS 24"X24" TILE W/ • . . • PRELUDE 15/16 EXPOSED TEE GRID L2 RECESSED 2X2 FLUOR. LT. L4 / NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) � �. • . �' � . �� . ,�., . :. •� .. . . . � � � Gy�B p .. �. 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 GWB-P: GYPSUM BOARD PAINTED L2E SAME AS 'L2' EXCEPT WITH EMERGENCY BACKUP PACK L4 7-0 T:212.257.6190 F:212.994.8091 PAINT COLOR TO BE DETERMINED BY NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) INTERIOR DESIGNER L3 WALL MOUNTED VANITY FIXTURE L4 STRUCTURAL ENGINEER LIGHTOLIER 'ROUNDED' 4723 (24") GWB P NOTES L4 SURFACE MTD. 12X48 FLUOR. LT. 7-0 RECESSED DOWN LIGHT �_ . a. � ALL EXIT LIGHTS SHALL HAVE EMERGENCY BATTERY L5 ELITE B4PL W/ 13401W-WH TRIM (17W) BACKUP. L5E SAME AS 'L5' EXCEPT WITH EMERGENCY BACKUP PACK ELITE B4PL W/ B401W-WH TRIM (17W) ALL MILLWORK WITH OVERHEAD CABINETS TO HAVE L8 SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED : : � oP PROJECT 'L10' UNDER CABINET FLUORESCENT TASK LIGHTING �. '.. ; _�SIMPLICITY SERIES' U.O.N. CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED North Fork Sur"g�Center' SEE A501 MILLWORK PLAN L9 Z LIGHTALARMS 'SIMPLICITY SERIES' L10 SURFACE MTD. 24X48 FLUOR. LT. o 700 BOISSEAU AVENUE L4 SOUTHOLD, NY RECESSED 1X4 FLUOR. LT. (CLEAN ROOM GWB P L22 LIGHTOLIER "CLEAN GUARD CXSW SERIES' - 2 LAMPS (64W) 7-0 GAB P DRAWING TITLE LEGEND : . . ' : ' � • :• . .. . .. . . . : • • _ .• . : . . ; . • . :: . . 7-p : .• . . . . . . JL4. CELLAR FLOOR, 1ST FLOOR SYMBOL DESCRIPTION SYMBOL DESCRIPTION - � ' �. � � . � � : . � � � � � •. � � � • REFLECTED CEILING PLANS fl2X4 FLUOR. LT.(E_ -EMERGENCY LT.) SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS .g 7-0' ® WB IP 1X4 FLUOR. LT. GWB PIGWB DATE WHERE INDICATED ARIESOP 3 23.2018 2X2 FLUOR. LT.([7 -EMERGENCY LT.) NONDIRECTIONAL EXIT SIGN L4 g PROJECT NUMBER WALL MOUNTED VANITY FIXTURE \ CHANGE IN CEILING HEIGHT L4 ' 3258 WALL MOUNTED MERCURY SERIES 850— DETAIL INDICATION (SEE DWG A-402 FOR DETAILS) g • DRAWN BY RECESSED DOWN LT. (E-EMERGENCY LT.) �- WALL SCONCE (FIXTURE AND HEIGHT TO g RP/GS/JF E BE DETERMINED BY INTERIOR DESIGNER) SCALE 01 LIGHT SOCKET z 71 AIR DIFFUSER/RETURN 3116"= 1'-0" Contractcre',r Name StaFe CnnstrucY'on I c. • ROOM (ONE DIRECTION) Contractor': AdcirE :: 1211 Antln 1'ar Na DRAWING NUMBER O SPRINKLER HEAD CELLAR FLOOR REFLECTED CLG . PLAN Islaodia,Nc*Vo :117 � ROOM BOTH DIRECTION) afvwt�Isy. _ A-401 ,00 ( CEILING TYPE FINISH SCALE: 3/16" = 1'-0" llntec...-. -� _. .31'..�.! �.. CEILING HEIGHT SEAL SHEET NO: 11 OF 18 MILLWORK P UkN LEGEND SYMBOL DESCRIPTION North Fork Q FLOOR FINISH ® ARCHITECTURAL MILLWORK SEE A603 DOOR SADDLE SurgiCenter II FOR DETAILS -- t CHANGE IN FLOOR FINISH 700 BOISSEAU AVE, SOUTHOLD, NY .. .. I �OO A500 A500 I A500 I A500 A500 I �A&500 A500 I A500 SV ABBREVIATIONS { \ i E I E i E I E I E I E I E I ' E I � E TYPE DESCRIPTION I i i _ -_ ; I I � ■ I I ■ I 1 &I I SV i. I I LJ 1 ■ ! I ■ I I I it i� � `� VCT VINYL COMPOSITION TILE I I I I I I I <'" - J I J i p I I ■ I I I I SV I SV 0 0 I \ � � � ■� � � � � � <'' � SV LVT LUXURY VINYL TILE 1 , ------------------------------------------------=--------------- - ------------- --- ---------------------------- ----------------------------------- SV SHEET VINYL •................ .-----, .. .. n -_ -----_ -� - ',•� CT CERAMIC TILE rN LVT LUXURY VINYL TILE(WOOD PLANK) _ A500 ---- ----- -- - ----- -- -- --- CON EPDXY PAINTED CONCRETE A500 ■■ �• ■■ •• 10'-1' C LIN FORBO MARMOLEUM WITH WELDED SEAMS SV �' AB 0 .-• \' - \ ----------------------------------------------------• •-• \ 5'-5" B ■ . WM WALK-OFF MAT FORBO CORAL PRODUCT 3'-8" v - - - ------ -- ...... ------ -- ----------- -n_----- ----------- k' NOTE: G.C.TO COORDINATE FLOOR PATTERN WITH ISSUE; CRASH' 0 , ■ INTERIOR DESIGNER p i /L\1< SV (" �� CART %\ ■ \ ■ c� I \ DESCRIPTION DATE BY cT " + A500 i •- - -- - - 01 DSG-01 SUBMITTAL 8.29.16 GS r ZR B / sv 02 ISSUE FOR BID 1 .30.17 GS sv / I ' A500 0 03 ISSUE TO PLANNING BRD 11 .02.17 JF 04 ISSUE FOR DOB APPROVAL03.23.18 JF ;CRASH ' ' - ;,,CART 1 i ---- I + I B 3'6" n r--i 1 1 1 1 < p ■ ■ j I I I SV 2'-0" , 1 L__J A500 A500 A500 A500 ' <'- A500 ' % = A500 SV SV B B B B A500 I I B B DRINKING SV T-2" SV 5'-2" SV 5'-9" 5'-1" II D • SV i ,� SV A 5'-4" -----� FOUNTAIN a REVISIONS: A500 SV rn I I rwNUMBER DESCRIPTION DATE BY REP. - - ---' " 01 CELLAR DWG ADDITION 10.5.16 GS L J I ■ - " C p I I 02 PIER DOH COMMENTS 11.21 .16 GS 0 © ..—.. ==—NE--w.000j I 03 PLANNING BRD. COMT'S 10.30.17 JF UP O `, • • • • IFOR DETAILS o 04 REV'S PER BLDG. DEPT. 03.23.18 JF UP 4R b UP 3R 0 w MILLWORK D E'TAI LS DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 W PAI L WHERE W PANEL WHERE 212.239.1526 Fax:212.736.7899 INDICATED SEE 1"_1" (U.O•N•) R INDICATED SEE 1'_1" (U•O•N•) E-mail: info@terjesenarchitects.com j INTERIOR ELEVATIONS - INTERIOR ELEVATIONS MECHANICAL ENGINEER ° EP ENGINEERING ° ° 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 Z ADJUSTABLE ° Z ADJUSTABLE 0 T:212.257.6190 F:212.994.8091 O SHELVES O SHELVES ° STRUCTURAL ENGINEER ° - ° ° m , N PL ° ° CV PL ° ° LOCK WHERE INDICATED ° ° WIRE PULLS WIRE PULLS 0 0 UNDE:RCAB LIGHT PL UNDERCAB LIGHT PL SEE PLAN LAS-LAM PROJECT WHERE INDICATED WHERE INDICATED 01 SOLID QUARTZ 8" COUNTERTOP@ North Fork Sur iCenter o - RECEPTION) PLAS-LAM 1''2' cV 4"HEIGHT PL 1"1. "" (SOLID QUARTZ PLAS LAM �J _ COUNTERTOP @ RECEPTION) 700 BOISSEAU AVENUE BACKSPLASH FORBO CORK N PLAS-LAM WHERE INDICATED _ FORBO CORK COUNTERTOP SEALANT o PLAS-LAM i� _ SEE PLAN01 SOUTHOLD, NY WHERE INDICATED (SOLID QUARTZ/-COUNTERTOP @ RECEPTION WIRE P LL DRAWING TITLE SCRIBE TO WALL—� - ------ --- ----- --- = — ----------------------- -- _ — PLAS M MILLWORK I ----------------------------- INOTE:ALL DRAWER NOTE:ALL PLAN; DETAILS; NOTES ADJUSTABLE SHELF ON FULL EXTENSIONI DRAWERS ON FULL ° N I I GLIDES EXTENSION GLIDES ° ° I I REMOVABLE I REMOVABLE I i \ ch N SHELF ° - WHERE INDICATED ch N ACCESS DOORS i N ACWIR A i cV ° ° DATE CV CV ; N WIREWAY ' -1 ° ° 3.23.2018 N PL I PL(EA.SIDE) PL I I PL(EA.SI E) ° PROJECT NUMBER (WOOD VENEER i (WOOD VENEER ° 3258 CB VCB OR SVB SEE I VCB OR SVB SEE I VCB I VCB I VCB - VCB= _ oil, DRAWN BY j FINISH SCHEDULE I FINISH SCHEDULE I I i d VCT � + + RP/GS/JF �i SCALE NOTE:GC TO INSTALL SHEET VINYL(SV) i r"ATF ctor's fame: SCALE 1'-0° A ARCH MILLWORK DETAIL B ARCH MILLWORK DETAIL FLOORING AND BASE AFTER c ARCH MILLWORK DETAIL @ NURSES STATION D ARCH MILLWORK DETAIL @ INTERVIEW D ARCH MILLWORK DETAIL @ RECOVERY . alca Ooh�tr�otion Inc, A500 SCALE:1"=1'-0" A500 SCALER"=1'-0" A500 SCALE,;"=1'_0" A500 SCALER"=1'-0" A500 SCALE:1"=1'-0" Contractors 1d�{r�sti INSTALLATION OF ALL BASE CABINETS AS lslandia 16 otor Par DRAWING NUMBER INDICATED.(SEE FINISH SCHEDULE AND >Mew fork 1 '01 AA ARCH MILLWORK DETAIL(NO O.H.CABINET) BB ARCH MILLWORK DETAIL(NO O.H.CABINET) INTERIOR ELEVATIONS) Drawn by,: A500 SCALE:;"=1'-0" A500 SCALE:1"=1'-0" Date.`'" A-500 , 00 SEAL SHEET NO: 12 OF 18 North Fork GWB SOFFIT SurgiCenter GWB-P / / \ 3'-4" 700 BOISSEAU AVE, SOUTHOLD, NY 30 AFF) 0 \ \ / I 18"A.F.F. 4 $ 4 3 CODE BLUE U.C.LIGHTS — ►i iI CODE BLUE L14(EM) \ 4-WAY DIMMER o UC LIGHT DUPLEX POWER SWITCH 1 04 00 G.F.I.OUTLET i iI A ( GWB-P 4'-0"A.F.F. i 501 4-WAY LIGHT SWITCH � P.D. 3-WAY LIGHT SWITCH _ —moi_ _ B GWB I _ _ _ _ _ /_ _ Cn i i) 501 o SOFFIT O N o r- AC _ N KICK i i� BASE CABINET 00 PLATE I 4-WAY DIMMER i i A CD p� I SWITCH A i iI WITH OVERHEAD N T KNEE SPACE I AUDIO SYSTEM uI CABINET y - - - - - - J 7CD V-8"— 3'-4"— > ENDO MACHINE 32"MONITOR > SV (PROVIDE BLOCKING I = ISSUE: J QUAD(EM) SUPPORT) (fillL14 NUMBER DESCRIPTION DATE BY ARCH.MILLWORK WITH DATACOAX 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID &S,(' NDO ROOM 1"o 03 ISSUTOP ANN NG BIRD 11 . 0 .1 GS CONDUIT1 02.17 JF ALE: 1/2" = 1'-0" DATA = – � 0 3" 04 ISSUE FOR DOB APPROVAL03.23.18 JF RED BAG TRASH BIN �) D \ t8'-0" n 4-WAY DIMMER B SWITCH CL 32"MONITOR Ni 501 TYPICAL ENDO ROOM co CABLE COAX DAfAGHTS - -iiI— 1 REVISIONS: 4-WAY LIGHT SWITCH \ i i A 4 2 3-WAY LIGHT SWITCH WITH 1 0 - - —i i I- - 501 L14(EM) / NUMBER DESCRIPTION DATE BY Li W CONDUIT U. I PrO� 01 CELLAR DWG ADDITION 10.5.16 GS o a I.I 02 PER DOH COMMENTS 11 .21.16 GS LI GWB-P \ " 18"IA.F.F. It 03 PLANNING BIRD. COMT'S 10.30.17 JF S V 0 BE� ��I — — – I 4 04 REV'S PER BLDG. DEPT. 03.23.18 JF u O - r FFIT 1'-8" J 240"X 8"ACOUSTIC CEILING `r "' WALLPHONE ACST#3 ® 4-WAY DIMMER EM / SWITCH DATA `9 SWITCH ENDO PLAN BLOW-UP (TYPICAL) TYPICAL LIGHT SWITCH LAYOUT A „ _ B _ DO NOT SCALE PLANS SV SCALE: 1/2 — 1 -0 SCALE: 1/2„— 1 -0 ARCHITECT OF RECORD &SEALE: NDO ROOM Terjesen Associates, Architects 248 West 35thStreet 11th Floor New York, NY 10001 1/2”= 1'-0" 212.239.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER GWB SOFFIT GWB EP ENGINEERING � LEGEND 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 / \ / \ T:212.257.6190 F:212.994.8091 GWB-P �- – – -� T – – SYMBOLS DESCRIPTION oEDPLAN ELEVATION STRUCTURAL ENGINEER GWB-P OXYGEN " 6 6 DUPLEX POWER OUTLET Oo 3-WAY DIMMER o QUAD POWER OUTLET UC LIGHT o� UC LIGHT DATA WITH I SWITCH UC LIGHT a, DUPLEX POWER OUTLET ON EM 1"0 CONDUIT � I ®LTJ GFI� � PROJECT 1'-8" C4 RED BAG I N GWB-P TRASH BINI QUAD POWER OUTLET ON EM WALL PHONE P.D. SLIDE = North Fork SurgiCenter o I- — I I 4,r, o L� �J S S 700 BOISSEAU AVENUE V VACUUM SOUTHOLD, NY MEN I I Do , M I _ PD N KNEE SPACE o I I I EM I o \\ // N 0 O OXYGEN I I \ / PL PANEL DRAWING TITILE L _ _J ® DATA ENDO ROOM SV SV 3'-0" 2'-0" 1'4" 2'-6" ° 1,_$"� ® Q DATANOICE BLOW UP PLANS & ELEV. SV ENDO MACHINE SV SV SV __ ARCH.MILLWORK l . ENDO ROOM ARCH.MILLWORK a Q WALL PHONE ARCHMILLWORK 3 SCALE: 1/2" = 1'-0" a LIGHT SWITCH DATE ENDO - NOTE:GC TO INSTALL SHEET VINYL(SV)FLOORING AND CABLE COAX 3'23'2018 SCALE:3/8"= 1'-O" BASE AFTER INSTALLATION OF ALL BASE CABINETS. PROJECT NUMBER AUDIO SYSTEM 3258 ® CODE BLUE DRAWN BY I � r, 9 � RP/GS/JF �N NURSE CALL � � � SCALE 1/2" 1 -011 LY USB PORT Contractor,,s Name: talco Co structior Inc. DRAWING NUMBER Contractor's Address: 316 Mo _�r I'arkw. Islandia,New York '.749 Drawn by: A-602 . 00 Date: /fl 31- za 1 SEAL SHEET NO: 13 OF 18 PRE-OP/POSTRECOVERY BLOW-UP PLAN AND ELEVATION North LIGHT SWITCH DUPLEX OUTLET(EM) SurgiCenter NURSE CALL CODE BLUE USB PORT A-B QUAD OUTLET VITAL SIGN MONITOR NURSES CALL DATA OUTLET CODE BLUE DUPLEX OUTLET(EM) USB PORT A-B DUPLEX OUTLET 700 BOISSEAU AVE, SOUTHOLD, NY 1 $ 1 FFDUPLEX OUTLET(EM) DATA OUTLET S V 0 ':"' N r F = 11 �' COMPUTER I � � y b� r owe F A501 rN_ 01 I 02 ISSUE: o I I NUMBER DESCRIPTION DATE BY I 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1.30.17 GS CUBICLE CURTAIN TRACK 03 ISSUE TO PLANNING BRD 11 .02.17 JF \ TYPICAL 04 ISSUE FOR DOB APPROV AL03.23.18 JF SEE PLAN SEE PLAN A M ICAL RECOVERY BAY FLOOR PLAN B TYPICAL PRE-OP BAY FLOOR PLAN REVISIONS: E: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" NUMBER DESCRIPTION DATE BY 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11 .21.16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF T ri CUBICLE CURTAIN CUBICLE CURTAIN TRACK TRACK VITAL SIGN MONITOR I --CUBICLE CURTAIN CUBICLE CURTAIN—►� PROVIDE BLOCKING FOR DO NOT SCALE PLANS VITAL MONITOR TRACK(TYP.) CODE F\E — USB PORT A-B COMPUTER DUPLE GLOVES o1; DUPLEX OUTLET NURSES CALL ARCHITECT OF RECORD SLIDE,VACUUM QUAD OUTLET (EM) DATA &OXYGEN I DATA OUTLET I z'-r ro^ a• a• — -- COMP R Terjesen Associates, Architects +'a• +'e• — a• a• a• s• s• a•L— USB PORT A-B 248 West 35th Street 11 th Floor New York, NY 10001 DUPLEX OUTLET(EM) S V O PLAS-LAM BASE © _ CABINET I S V 0 N © ©Q_T J 212.239.1526 Fax:212.736.7899 CG E-mail: info@terjesenarchitects.com CODE BLUE —.—. . . . .. . . . . . . . . . . . . . . . . . . . . . . MECHANICAL ENGINEER . . . . . . . . . . . . . .. . . .. . . . . . LIGHTSWITCH. . . . . . . . . . . . . . . . . . . . . . . NURSES CALL . . . . .. . . . . . .............................. ............ ............ _ :.:.:.:.:. . . .:. .:.:.:... .. ...:.:.: :. .:. .:.:.:.:. .:.:.:.:.:. EP ENGINEERING . . . . . . . . :m . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , NY 10038 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ' " ' " 110 WILLIAM STREET 32ND FLOOR NEW YORK . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . .. .. .. . :... . .:.. : . . . . .. . . . . . . .. . . . :.�. . ('. . . . . . .. . . . . . . .. . . . . .. .. . . ... ... . .'. . II . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . T:212.257.6190 F:212.994.8091 . . . . . . . . . . . . . .. . . .. . . . .. . . . . . . .. . . .. . . . . .. . . / I: .. . . .. . . . . . . . . . . . . .. . . .. . . . . ... . . . . . . . . . .. . . . . . .i. . . .' . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ... . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . .. . . .. . .. . . . . . . . . ... . . . . . . .... . . . . . . . . . . . . . . . . . . . u STRUCTURAL ENGINEER r-o• ACROVYN WAINSCOT STRETCHER/BED VCB ACROVYN WAINSCOT STRETCHER/BED VCB F A501 PROJECT TYPICAL RECOVERY BAY ELEVATION TYPICAL Pre-Op BAY ELEVATION North Fork S u rg i Ce me r SCALE: 1/2 = 1-0 SCALE: 1/2"= 1'-0" 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE SYMBOLS TYPICAL PRE-OP & POST PLAN ELEVATION DESCRIPTION PLAN ELEVATION DESCRIPTION RECOVERY BLOW-UP PLAN & �© DUPLEX POWER OUTLET Q ® WALL PHONE INTERIOR E L E VAT I O N S Q 0 QUAD POWER OUTLET $ LIGHT SWITCH DATE DUPLEX POWER OUTLET ON EM rp) PA CABLE COAX 3.23.2018 u ®$ S SLIDE � � AUDIO SYSTEM PROJECT NUMBER 3258 VACUUM ® CODE BLUE DRAWN BY ®Q OXYGENM NURSE CALL RP/GS/JF r SCALE O DATA USB PORT I �� Contractor's Name: Stalco :onstruction Inc. DRAWING NUMBER DATANOICE Contractor's Address: 316 i otor r v Islandia,New Yor 11749 A-603 . 00 Drawn by: Date: zz /0--31- SEAL SHEET N0: 14 OF 18 FINISH SCHEDULE RNOOM ROOM NAME FLOOR BASE WALL FINISH CEILING NORTH SOUTH EAST WEST REMARKS North Fork MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MATERIAL HGT Sul- lCenter TYPICAL(e)U.O.N. SV VCB GWB-P GWB-P GWB-P GWB-P ACST-1 8'-0" 01 VESTIBULE • • AL&GL AL&GL AL&GL GWB-P . 700 BOISSEAU AVE, SOUTHOLD, NY 02 WAITING • • • e/AL&GL AL&GL • • • 03 RECEPTION e • e • • • GWB-P 7'-6" 04 ADMINISTRATION e e e • e e e • 05 PUBLIC TOILET • • •/* •/* •/* •/* • • * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) _ 06 EXAM • e e e • e e e 0 07 CONFERENCE e e • e e e • e 08 OFFICE e e e • e e • • 09 NURSE/MED DIST. • • 1 • e • e GWB-P T-6" p�' 10 PATIENT LOCKES • e • • 1 • • e e t m� 11 PATIENT CHANGING • e • e • • e e 12 PRE-OP/RECOVERY • • •/* •/* •/* •/* • • * ACROVYN WAINSCOT rN 13 ENDO • e • • • • • • 14 ANTEROOM e e • e e • e • 15 GROSS DECON • e e e • • e • 16 SCOPE PROCESS • • • e • • • e 17 GENERAL EQUIP STOR. e e e • • • e • ISSUE: 18 STAFF STORAGE • • e • • • GWB-P a NUMBER DESCRIPTION DATE BY 19 CLEAN LINEN • • • • • • GWB-p • 20 SOILED HOLDING • • • • • • GWB-P • 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 21 STAFF TOILET • • •l* •I* •l* 01* • • * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 03 ISSUE TO PLANNING BRD 11 .02.17 JF 22 PATIENT TOILET • • •/* •/* •/* •/* • • * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) O4 ISSUE FOR DOB APPROVALO3.23.18 JF 23 EVS e e •/* e/* • •/* GWB-P e * 30"CT WAINSCOT @ MOP SINK 24 EVS e e e/* •/* • •1* GWB-P e * 30"CT WAINSCOT @ MOP SINK 25 SEMI-RESTRICTED CORR • • •/* •/* •/* •/* • • * ACROVYN WAINSCOT 26 STERILE STORAGE e • e e e e e • 27 CLASS B OR e • e e • e GWB-P 9'-0" 28 CLASS B OR e e • • • e GWB-P 9'-0" 29 SWR 0 0 0 0 0 0 e REVISIONS: 30 SUB-STERILE • • e e • e e • NUMBER DESCRIPTION DATE BY 31 CWR/STERILIZATION • e e e • e e e 32 ANESTHESIA • • • • • • • • 01 CELLAR DWG ADDITION 10.5.16 GS 33 GENERAL EQUIP. STOR. • e e e e e e e 02 PER DOH COMMENTS 11 .21.16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF 34 STAFF CHANGING • • • • • e • • • 04 REV'S PER BLDG. DEPT. 03.23.18 JF 35 STAFF LOCKERS • • • • • • • 36 GENERAL EQUIP.STOR. e • e e e • • e 37 CORRIDOR e • e e e e • • 38 STAFF LOUNGE e e e • • • e • 39 PATIENT TOILET • e e/* •/* •/* •/* • e * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 40 MEDICAL GAS • e • e e e e e 41 VESTIBULE • e e e e e e • 42 STORAGE 0 0 e a 0 0 DO NOT SCALE PLANS 43 EXISTING STAIR e • e e GWB-P VARIES 44 OPEN BASEMENT * * e e e e GWB-p 7-0 * CONCRETE FLOOR ARCHITECT OF RECORD 45 VACUUM---,/-----" �* • • � • e GWB-P T-0" * CONCRETE FLOOR Terjesen Associates, Architects 46 `ATS * * . '. 1 " �• . GWB-P.- 'T CONCRE T E FLOOR 248 West 35th Street 11th Floor New York, NY 10001 47 MECH * * e e e • GWB-P T-0" * CONCRETE FLOOR 212.239.1526 Fax:212.736.7899 48 WATER HEATER * * e e • e GWB-P T-0" * CONCRETE FLOOR E-mail: info@telrjesenarchitects.com 49 SPRINKLER * * e e e • GWB-P T-0" * CONCRETE FLOOR MECHANICAL ENGINEER . _ , � '� �. �,,, .�, = __ ,.� - ,�•� - EP ENGINEERINGSTANDARD INTERIOR-ELE"i/AT101' �IEIGHfs� 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 ® O STRUCTURAL ENGINEER LIMPER o 4 FiTc UARD 0 -1w = ti o � M H p C;, � c €o PROJECT M N O (h 04 North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY FINISH SCHEDULE MOTES FINISH SCHEDULE NOTES 1. THE FINISH OF ALL SPACES SHALL MATCH THE FIRST LINE OF THE SCHEDULE,WHICH IS MARKED TYPICAL(U.O.N.)UNLESS DRAWING TITLE ACST ACOUSTIC CEILING OTHERWISE NOTED.WHEN THE FINISH IS TO MATCH THE TYPICAL, IT WILL BE MARKED THUS( �. FINISH E EXISTING 2. INSTALL GWB FASCIAS AND SOFFITS TO CONCEAL PIPING AND DUCTS WHERE NECESSARY BY MECH., ELEC. SPRINKLER& SCHEDULE E-P EXISTING PAINTED PLUMBING DWG's IN ALL FINISHED SPACES,WHETHER OR NOT IT IS SHOWN ON THE DRAWINGS. (I.E.ALL ROOMS WITH ACST NOTES, MISCELLANEOUS CT CERAMIC TILE FINISHED GWB CEILINGS) GWB GYPSUM WALL BOARD 3. A VINYL COVE BASE(VCB)SHALL BE INSTALLED ON ALL GWB PARTITIONS(U.O.N.).VCB SHALL BE 4"LION. DETAILS & ROOF PLAN GWB-P GYPSUM WALL BOARD PAINTED HW HARDWOOD FLOOR 4. ALL SURFACES SHALL RECEIVE AN EGG SHELL ENAMEL FINISH (U.O.N.)THE FOLLOWING SPACES SHALL HAVE A SEMI-GLOSS LAM LAMINATE FLOORING ALKYD FINISH: CLEAN WORK ROOMS, LOCKER ROOM, STORAGE ROOMS, EXAM RMS.THE FOLLOWING SPACES SHALL HAVE AN DATE ENAMEL HIGH-GLOSS FINISH:TOILET RMS.,SWR AND STERILIZATION. 3.23.2018 PT PORCELAIN CERAMIC TILE 5. ALL PTD GWB CEILINGS TO BE CEILING WHITE(U.O.N.) PTD PAINTED 6. ALL DOORS AND FRAMES TO HAVE A SEMI-GLOSS FINISH. PROJECT NUMBER ST STONE TITLE LAM(PL) PLASTIC LAMINATE 7. SEE REFLECTED CEILING PLANS (RCP)FOR SOFFITS, DROP-CEILING LOCATIONS AND ADDITIONAL INFORMATION NOT INDICATED 3258 ST ON THE FINISH SCHEDULE. SV SHEET VIINYL DRAWN BY SVT SOLID VINYL TILE 8. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON FINISHES, SPECIAL TREATMENTS, ETC. RP/GS/JF VCB VINYL COVE BASE 9. INSTALL 3'-4"HIGH CERAMIC TILE WAINSCOT IN ALL TOILETS(FIELD TILE SHALL BE GROUP 3). PROVIDE BULLNOSE AT ALL WDC VINYL WOOD ALL COVERING WAINSCOTS&TILE BASE TO BE 6"HIGH (GROUP 3) U.O.N. 9 g p fjj,,�, ( � SCALE 10. ALL CEILING HEIGHTS SHALL BE 8'-0"(U.O.N.) q C tl9 AS NOTED 1 XP SDC S6 . 1 0 E COLUMNS SHALL HAVE TYPE 12 GWB-FUR TNG{TYP,ICAL� �;� ... / DRAWING NUMBER �2. P OVIDE R SADDL�AT DO\R TO ALCTOILEtf AND SHOWER R'OOMS. St.!co Const vection Inc. 13. PROVIDE WATERPROOFING FOR FLOOR AND UP TO 4"ON WALLS FOR ALL TOILET AND SHOWER ROOMS. Contractor's a ,� 14. INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH SECTION 10.2 OF NFPA 101 SHALL BE"CLASS A"IN EXIf§1ANlJors Fes`' 1 1G Motor ar' . ay A-701 , 00 IN EXIT ACCESS CORRIDORS. Islandia,N w 'ork .749 15. INTERIOR WALL AND CEILING FINISHES SHALL BE"CLASS A" IN AREAS OTHER THAN THOSE SPECIFIED. Drawn by: 3 Dar SHEET N0: 15 OF 18 DOOR ELEVATIONS DOOR SCHEDULE FIXED GL DOOR LOCATION OF DOOR DOOR FRAME FIRE H'wA � o 0 RATING RE North Fork ii 24"X 30" 6"X 24" (TYP'B') NO. ELEV JAMB OPENING LOUVER ELEV JAMB HEAD SILL REMARKS SPECS. / �/ FIXED GL. / N FIXED GL. N / / FROM TO TYPE MAT THICK PE MAT (HRS) `1 FIX TYPES' TYPE'B' // (TYPE) WIDTH HEIGHT U.C. (TYPE) DETAIL DETAIL DETAIL ' Center 5 TYPED E 5 TYPICAL(•)U.O.N. A HM 3 0 7 0 1 3/4 112 U.C. A HM J1 H1 S1 F.P.S C. Surg" 3/4 HR FIRE RATED " " " " DOOR LOUVER / / 01 WAITING CONFERENCE • • • • • • • • • • • — 2 700 BOISSEAU AVE, SOUTHOLD, NY WHERE 02 CONFERENCE OFFICE • • • • • • • • • • • — 2 INDICATED 03 WAITING EXAM • • • • • • • • • • • — 6 A B C D E F 04 WAITING PRE-OP 0 0 0 0 0 0 0 0 0 — 3 05 WAITING PUBLIC TOILET • • • • • 3/4" • • • • S7 — 3 DOOR F RA,I' ES 06 PRE-OP/RECOVERY ENDO 3 = 07 ENDO ANTEROOM 0 0 • • • • • • • • • 3 — —— 08 ANTEROOM GROSS DECON • • • • • • • • • • • 3 FIXED GL. FIXED GL. FIXED GL. z 09 GROSS DECON SCOPE PROCESS • • • • • • • • • • • — 3 `�� a (TYP'B') I ( ) FRAMELESS (TYPE B) SIDELITES g 10 SCOPE PROCESS GENERAL EQUIP STOR • • • • • • • • • • J J 3 r L) a o- Cn // 0 0 0 0❑ DECALS /� N a 11 PRE-OP/RECOVERY GENERAL EQUIP STOR • • • • • • • • • • • — 11 � 12-15 PRE-OP/RECOVERY VARIOUS LOCATIONS E • • • • • • • • • • — BI-FOLD DOOR 6 rN '— g � r_ 16-17 PRE-OP/RECOVERY PATIENT TOILET • • • • • 3/4" • • • • S7 — 6 J.O. J.O. a SEE PLAN J.O. SEE PLAN a 18 PRE-OP/RECOVERY EVS • • • • • • • • • • • 5 19 PRE-OP/RECOVERY SEMI-RESTRICTED CORR D • • • • • B • • • • — 9 A B C D E 20 SEMI-RESTRICTED CORR STERILE STORAGE 0 0 0 0 0 0 0 0 0 0 0 - 3 21-22 SEMI-RESTRICTED CORR CLASS B OR • • • • • • • • • • • — 3 DOOR JAI�II � DETAILS 23 SEMI-RESTRICTEDCORR SWR • • • • • • • • • • • = 5 ISSUE: 24 SEMI-RESTRICTED CORR SUB STERILE • • • • • • • • • • • 5 NUMBER DESCRIPTION DATE BY FIXED GLASS 25 SEMI-RESTRICTED CORR CWR/STERILIZATION • • • • • • • • • • • — 5 01 DSG-01 SUBMITTAL 8.29.16 GS CAULK AS REQ'D CAULK AS REQ'D v CAULK AS REQ'D WOOD CASING2.. 4" 26 SEMI-RESTRICTED CORR ANECSTHESIA • • • • • • • • • • • 5 1.30.17 GS - 02 ISSUE FOR BID SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE CAULK AS REQ'D 03 ISSUE TO PLANNING BRD 11 .02.17 JF FOR THICKNESS FOR THI KNESS FOR THICKNESS 27 SEMI-RESTRICTED CORR GENERAL EQUIP STOR. • • • • • • • • • • • — 5 28-29 _ - 04 ISSUE FOR OB SEMI RESTR CTED CO GENERALE UIP STOR. • • • • • • • APPROVALO RR Q D 23 18 J F 10 w + + + w 30 SEMI-RESTRICTED CORM EVS • • • • • • • • • • • — 5 zg g g 31 SEMI-RESTRICTED CORR STAFF LOCKERS • • • • • • • • • • • — 3 CL °- w w w 32 CORRIDOR STAFF LOCKERS • • • • • • • • • • • — 3 w w w U) Cn �co C0 33 STAFF LOCKERS STAFF BATHROOM 0 • • • • 3/4" • • • • S7 6 — + ..:. .:..: . , -. . ... + -JI ci Y CORRIDOR LOu ` Lu ._ 34 PRE_OP/RECOVER RIDO • • • • • • • • • • • 3 - - - -r - - - -I - - - -., IL_,_ �______� 5" U.O.N. `-- -==J 5 �� 35 CORRIDOR STAFF LOUNGE • • • • • • • • • • • — 3 ( ) s 3 ANCHORS PER 5 " 3 ANCHORS PER 3 ANCHORS PER \ 36 STAFF LOUNGE STAFF STORAGE • • • • • • • • 0 • • — S REVISIONS' SIDE @JAMB SIDE @JAMB 3 ANCHORS PER SIDE @JAMB J 1 ONLY(TYP.) J2 ONLY(TYP.) J5 SIDE @JAMB J6 ONLY(TYP.) J7 37 VESTIBULE STORAGE — 5 NUMBER DESCRIPTION DATE BY 0 0 0 0 ONLY(NP.) 38 MEDICAL GAS EXTERIOR • • • • • • • • • • S7 — 5 01 CELLAR DWG ADDITION 10.5.16 GS DOOR HEAD DETAILS 39 CORRIDOR EXTERIOR 37 — 3 02 PER DOH COMMENTS 11 .21.16 GS 40 VESTIBULE EXTERIOR S7 -- 3 03 PLANNING BRD. COMT'S 10.30.17 JF SEE PLAN SEE PLAN 04 REV'S PER BLDG. DEPT. 03.23.18 JF 58 8" 811 5$ — TYPE 4 GWB B1 OPEN BASEMENT VACUUM • • • • • • • • • • • — PARTITION PROVIDE _ 5 DIAGONAL BRACING B2 OPEN BASEMENT MECH • • • • • • • • • • • — 5 SEE PARTITION TYPE FOR THICKNESS AS REQ'D ATS • • • • • • • • • • • — WOODBLOCKING 63 OPEN BASEMENT 5 CAULK AS REQ'D HAT CHANNEL 64 OPEN BASEMENT WATER BOOSTER PUMP • • • • • • • • • • • — 5 `� 65 OPEN BASEMENT SP BOOSTER PUMP • • • • • • • • • • • 5 B6 MECH WATER HEATER • • • • • • • • • • • 1/2"TEMPERED GLASS SEALANT ir FINISH CEILING o 0 67 MECH SPRINKLER • • • • • • • • • • • - 5 DO NOT SCALE PLANS � I (SEE RCP) 1/2"TEMPERED FRAME BEVEL DOOR GLASS DOOR ARCHITECT OF RECORD H 1 AS REQUIRED(TYP.) H2 H3 H4 0 0 Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 DOOR SILL_ DETAILS 212.239.1526 Fax: 212.736.7899 WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME 1Y4" E-mail: info@terjesenarchitects.com SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES DOOR MECHANICAL ENGINEER " DOOR DOOR DOOR 1/2"TEMPERED w / LASS DOORJAMB I DOORJAMB GPT FLOOR EP ENGINEERING BEYOND RUBBER BEYOND o o 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 FINISH REDUCER —MARBLE FINISH Cl) FLOOR STRIP SADDLE _ , T:212.257.61910 F:212.994.8091 �—MAX 3/"@ CORR \ EXP.CONC.FLOOR SVTNCT SAW CUT SMOOTH " STRUCTURAL ENGINEER RUBBER CARPET EXISTING CONC.SLAB REDUCER STRIP S'7 (NOTCH AS REQ'D) �+Q EXIST.CONC SLAB �+ S1 S2 �� O S8 (NOTCH AS REQ'D) S9 0 0 DOOR DETAILS PROJECT DOUBLE 20GA METAL STUDS ADD RETURN ON AT ALL DOOR JAMBS North Fork S u rg i C e n to r �—FRAME WHERE GWB INSULATION RUNNER FINISH IS REQUIRED WHERE INDICATED SGAGE AS PECIFIED DOOR HARDWARE SCHEDULE DOOR SCHEDULE NOTES 700 BOISSEAU AVENUE DOUBLE 20 A. PRESSED METAL SOUTHOLD, NY DOORFRAME STUDS _ JAMB ANCHOR CLIP HW# FUNCTION LOCKSET FLOOR SOPS SILENCER BUTTS CLOSER REMARKS 1. THE FIRST LINE OF THE DOOR SCHEDULE SHALL BE TYPICAL FOR ALL DOORS,UNLESS OTHERWISE NOTED.WHERE THE DOOR IS TO MATCH DRAWING TITLE RUNNER BETWEEN 01 PASSAGE ENTRANCE • • • • CONCEALED CLOSER#4500,BALANCE OF HW BY ALUM DOOR MANUR THE FIRST LINE IT WILL ME MARKED WITH(•). DOUBLE 20 GA. PROVIDE CUTS FOR REVIEW 2. CONTRACTOR SHALL CAREFULLY CHECK THE ARCHITECTURAL PLANS DOOR SCHEDULE l STUDS JAMB STUD AND PARTITION SCHEDULE TO VERIFY JAMB AND HEAD DETAILS. J CONT BRACING ONLY 02 OFFICE • • • — PROVIDE SPECIAL FRAMING AND/OR REINFORCEMENT AS REQUIRED. NOTES AND DETAILS WHERE FINISHED BOTH 3. INSTALL CAULKING AT ALL JOINTS BETWEEN DOOR FRAME AND GAGE FI SIDES WHERE STUDS PARTITION AT ALL LOCATIONS. SPECIFIED 03 PASSAGE • • • • SURFACE CLOSER ARE MORE THE 12'-0" 4. SEE JAMB AND HEAD TYPES J1 &H1 FOR NOTATIONS AND DRYWALL 8"GWB ON LONG DESCRIPTIONS WHICH ARE TYPICAL FOR JAMBS. CORNER BEAD METAL STUDS 04 PASSAGE • • • — 5. ALL FRAMES SHALL BE WELDED TYPE UNLESS OTHERWISE NOTED. DATE 2" 2" METAL DOOR FRAME 6. INSTALL DOUBLE 20GA STUDS AT ALL DOOR JAMBS. " 2" FLOOR SLAB 3.23.2018 2" VARIES VARIES TYPICAL 05 STORAGE • • • • SURFACE CLOSER 7. FURNISH&INSTALL THREE(3)SILENCERS @ALL DOORS. (U.O.N) RUNNER 8. GC TO COORDINATE KEYING SYSTEM WITH TENANT. PROJECT NUMBER 06 PRIVACY • • • • 3258 (DOOR SIDE) L__j __Z: STANDARD DOOR FRAME TYPICAL DOOR FRAME LOCATION DETAIL 07 PRIVACY • • • — DOUBLE SWING HINGES,STANLEY PIVOT HW&ES-1 RELEASE, DOOR HARDWARE NOTES DRAWN BY TYPICAL GWB DOOR FRAMING PRIVACY GASKETING 08 PASSAGE PUSH • • • • SURFACE CLOSER rs�, �r� �., � y RP/GS/JF DOOR FRAM PADDLE 1. ALL LOCKSETS REFER TO'SCHLAGE',LEVER TYPE. I"� �� p ( t' 1.�� '�� SCALE DOOR PASSAGE PUSH (SARGENT)FULL HT RIDGES(HD) 2. ALL LEVER HANDLE HARDWARE SHALL BE'FREE WHEELING'WHEN 1111("lu 1 AS NOTED FRAME > 09 PADDLE • • • MECHANICAL HOLD OPEN DOOR,SURFACE CLOSER IN LOCKED POSITION. DRAWING NUMBER GASKET SECURED 3. ALL DOORS TO HAVE HD HINGES(FBB 179-4-1/2x4) C-mitmat0 Nnme! a ►lco onstruct3nn nc — RUBBER TO SIDE OF JAMB DOORAUTOMATIC DOOR 10 STORAGE" — • • — "*DOUBLE DOOR 4. ALL HARDWARE LOCKSET KEYING SHALL BE KEYED AS PER C rfNtrarte�t'�Address: tG M�tvr Farkwa SWEEP B AL FINIS 0 BOTTOM BUILDING'S KEYING REQUIREMENTS. C.I. 1 DOOR DOOR BOTTOM SE FLOOR GASKET 11 CLASSROOM LOCKSET — • • • SURFACE CLOSER VERIFY WITH BUILDING MANAGEMENT AND ENGINEER AS REQUIRED. s arts tcty Now Yr+ek '49 A-702 , 00 DOOR LOCK JAMB AT GASKETED HINGED JAMB AT GASKETED DOORS BOTTOM SEAL AT DOORS(HEAD DTL SIM.) GASKETED DOOR DETAILS GASKETED DOORS SEAL SHEET N0: 16 OF 18 PARTITION SCHEDULE PARTITION (VOTES " A North 1. ALL GWB PARTITIONS SHALL BE 5 THICK,TYPE 2 WITH ACST INSULATION U.O.N. Fork A O ( ) 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE Z Z z IS REQUIRED &MR GWB ABOVE. SurgiCenter STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE n STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE 700 BOISSEAU AVE, SOUTHOLD, NY METAL TRACK EXTEND 2ND LAYER OF EXTEND GWB TO EXTEND GWB TO CONSTRUCTED IN STRICT ACCORDANCE WITH U.L.REQUIREMENTS. GWB FULL HT AT 4AL STRUCTURE AT ALL STRUCTURE AT ALL LOCATIONS W/O CLGSFIRE RATED OR ACST FIRE RATED OR ACST 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL -- EXTEND GWB FULL HT —7/V 7— PARTITIONS PARTITION 5/8"LAMINATED GWB 11 MOUNTED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE AT LOCATIONS WITHOUT HEIGHT OF 2ND LAYER SET IN ADHESIVE ABOVE. CEILINGS(TYPICAL) OF GWB AT TYPE 3 EXTEND 2ND LAYER OF PARTITION GWB TO 6"ABOVE 3/4"+/_ ACTUAL DIM 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR EXTEND BOTH LAYERS CEILING AT CORRIDOR 1" PLAN DIM WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE7777 a --7 CD FULL HT AT TYPE 4 LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE HUNG CEILING _ PARTITIONS �I r LOCATED 16"O.C. WHERE INDICATED � —�{ � A HUNG CEILING I - LOUVER 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING SHALL BE TYPE 13 U.O.N. . WHERE INDICATED CEILING ) O( ) 8. INSTALL DOUBLE 20 GA. METAL STUDS AT ALL NEW DOOR FRAMES, T METAL STUDS 16"O.C. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE& rW 518"GWB ON 718" INSULATION AT ALL SPACKLE AT ALL SCREW HOLES AND JOINTS. 7— FULL HT CER TILE AT FURRING CHANNELS EXTERIOR WALLS AND ALL TOILETS(SEE 1112" WHERE INDICATED TYPE-10 PARTITION 24"O.C.MAX �7 7114" 6"METAL STUDS CERAMIC TILE LOCATIONS) Q GYPSUM V1lA L L PARTITION DETAILS 7" 16"ON CENTER" I I 12 FOIL BACK SHEATHING WALL BRACING EXISTING WINDOW METAL STUDS 16"O.C. AT 114 PTS. SINGLE OR DOUBLE VERTICALLY OAK CAP I LAYER 5/8"GWB _7 2112" 3518" EACH SIDE ISSUE: STUD STUD WD BLOCKING NUMBER DESCRIPTION DATE BY ACST INSULATION Z � "J"MOLDING 17 CONTROL JOINT 01 DSG-01 SUBMITTAL 8.29.16 G WHERE INDICATED I a S 21/2 I 3518 I ( ua 3 314" 4 718" ACTUAL DIM STUD STUD ACST INSULATION METAL STUDS 16"O.C. EXISTING SILL ) METAL TRACK N 02 ISSUE FOR BID 1.30.17 GS 1 WHERE INDICATED 4" 5" PLAN DIM 3314" 4718" ACTUALDIM LI 03 ISSUE TO PLANNING BRD 11.02.17 JF 2 DOUBLE LAYER 518" SINGLE OR DOUBLE 1/4"MIN SPACE mAlm 518 GWB ON EACH 4" 5" PLAN DIM GWB CORRIDOR SIDE LAYER 5/8"GWB EA. 13 04 ISSUE FOR DOB APPROVAL03.23.18 JF SIDE,PROVIDE M.R. SIDE;MR GWB @ TOILETS METAL STUDS 4 718" ACTUAL DIM AT ALL TOILETS ABOVE CT WAINSCOT (1518",2112"OR 3 518) 5" PLAN DIM 4 3/8" 51/2" ACTUAL DIM 3 SEE PLAN I I MAX 2'-0"O.C. CORNER REINFORCEMENT " 4112" 5112" PLAN DIM FOR DIM + 518 GWB SEALANT 3 518 MET,4L BRACING @ 1/4"PTs " n " PARTITION PARTITION CORNER STUDS 24"O.C. 3 518"MTL.STUDS DUROCK CEMENT BOARD + VERTICALLY AS PER 518 GWB ON 718 ON EACH SIDE / (U.O.N.) * AT 16"O.C.) I (FULL HEIGHT OF WAINSCOT) MANUF RECOMMENDATION FURRING CHANNELS ATTENUATION - 4112" SOUND 61/8" ACTUAL DIM 4 ( 4112" 6" PLAN DIM 11/2" 24"O.C.MAX 3-518"METAL BLANKETS STUDS 16"O.C. ACST INSULATION (112"GWB) I ( I CT WAINSCOT SEE PLAN (U.O.N.) . : WHERE INDICATED 18"MASONRY WALL METAL TRIM REVISIONS: METAL TR%CK SET IN METAL TRACK SET IN METAL TRACK SET IN R-3.6 METAL TRACK / EACH SIDE CONT BEAD OF SEALANT CONT BEAD OF SEALANT I CONT BEAD OF SEALANT (TYPICAL) i NUMBER DESCRIPTION DATE BY BASE BASE I R 13 INSULATION AT ALL CD BASE CT BASE BASE CORNER REINFORCEMENT 01 CELLAR DWG ADDITION 10.5.16 GS FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR CT OVER MUDBED EXTERIOR WALLS AND FINISHED FLOOR SEALANT L_1 j— — WHERE INDICATED PARTITION-WALL PARTITION 02 PER DOH COMMENTS 11 .21.16 GS INTERSECTION TERMINAL 03 PLANNING BRD. COMT'S 10.30.17 JF STRUCTURAL SLAB �----- STRUCTURAL SLAB STRUCTURAL SLAB STRUCTURAL SLAB � STRUCTURAL SLAB SEALANT 04 REV'S PER BLDG. DEPT. 03.23.18 JF MECHANICAL FASTENERS *USE 112"FIRE-RATED GWB 4'-0"O.C.(MAX) STL.STUD (TYPICAL) GWB-SINGLE LAYER GWB-FULL HEIGHT CHASE PARTITION CERAMIC TILE PARTITION GWB-FURRING GWB-FURRING WINDOW LOW PARTITION BSA CALENDAR 301-60-SM BSA CALENDAR 301-60-SM BSA CALENDAR 176-70M ACOUSTIC INSUL WHERE INDICATED(STC 50) A---- 17 LOW PARTITION WI OAK CAP N N � SINGLE LAYER(STC 50) O WHERE 1 HR FIRE RATED UL#466 1� 11 14 INSERT NEW STUD INSERT NEW STUD 1 hr FIRE RATED WHERE INDICATED DOUBLE LAYER LOW PARTITION DEMO.WALL DEMO.WALL DO NOT SCALE PLANS 3 18 CORRIDOR SIDE(STC 55) 12 e O EXISTING EXISTING 4 DOUBLE LAYER ARCHITECT OF(RECORD PARTITION INTO PARTITION INTO EACH SIDE(STC 55) 13 2 HR FIRE RATED AS INDICATED NEW PARTITION NEW PARTITION Terjesen Associates, Architects (CORNER) 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 CERAMIC TILE DETAILS FIRESTOPPING DETAILS CORNER GUARD DETAILS E-mail: info@terjesenarchitects.com CL MECHANICAL ENGINEER 2114" EP ENGINEERING CERAMIC TILE 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 _•_ SEALANT RIGID NON-COMBUSTIBLE MATERIAL COMPACTED 114"RADIUS MR GWB ABOVE FACE OF METAL (AT SHOWERS AND TUB LOCATIONS) T:212.257.6190 F:212.994.8091 -_� CT WAINSCOT DUROCK CEMENT STUDS 31/2"O.D.BASE FLANGE SOLID INTO CONFINED SURFACE CONTINUOUS MET.RETAINER 3" BOARD _ ACROVYN STRUCTURAL ENGINEER _ - ------, HIGH IMPACT BULLNOSE C.T. :''...;."`: :::; :;>: VINYL ACRYLIC SLOTTED HOLE IN METAL STUDS 16"O.C. c FACE PLATE FOR BOLT d ° �"" — EXTRUSION ° •d 4,nE 3/8n O SS BOLT a ` _ z ° ° CONVENTIONAL :: &NUT A703 GRAB BAR N ADHESIVE SS CONCEALED ------ STEEL STUD #6x1518"BUGLE (ALIGN w! Ct ACCENT TILE) o MTG PLATE "' HD DRYWALL SCREW PROJECT CERAMIC TILE -ACCENT TILE LOCATION N —�� 1 112"O.D.SS GRAB BAR RIGID NON-COMBUSTIBLE MATERIAL COMPACTED METAL HAT (SEE PLAN&ELEV.FOR SOLID INTO CONFINED SURFACE North Fork S u rg i C e n to r AT WAINSCOT CHANNEL MOUNTING HTS.&LOCATIONS) / " .7 18"o.c. FM-20N 58 GYPSUM 700 BOISSE.AU AVENUE CONC.BACKER PIPE SLEEVE OR DUCT PENETRATION WALLBOARD BOARD 3 SET SPACED N PERIP. SOUTHOLD,, NY SPACED ON PERIPHEREY CERAMIC TILE OF FLANGE PIPE PENETRATION CONCRETE SLAB FLOOR PENETRATIONS-FIRESTOPPING WALL DUROCKCEMENTBOARD GYPSUM BOARD ORGANIC ADHESIVE E TYPICAL GRAB BAR ANCHORAGE DETAIL DRAWING TITLE A703 SCALE:N.T.S. A7O3 SCA114"CAP N.T.S TOP&BOTTOM 1116" BOTTOM OF CHAIR RAIL IN PARTITION SCHEDULE IN WAITING AREA NOTES & DETAILS apo LIQUID RUBBER WATERPROOFING MEMBRANE PIPE SLOT EXIST CONC.SLAB 1)SURFACE MOUNTED CORNER GUARD SPECIFICATIONS CERAMIC TILE x = DRY-SET OR A)ACROVYN GUARDS SHALL BE MANUFACTURED FROM -CERAMIC TILE LATEX-PORTLAND CEMENT BRASS ANGLE NOTES: =z Z o .078 THICK HIGH IMPACT VINYL/ACRYLIC UNITS. DATE VCT BASE MORTAR BOND COAT SEALANT 1.ALL WORK SHALL BE AS RECOMENDED IN i= B)CONTINUOUS RETAINERS SHALL BE EXTRUDED VINYL 3.23.2018 z <O CERAMIC TILE THE TILE COUNCIL OF AMERICA INC. z-. = o � o UNLESS OTHERWISE NOTE MORTAR BED co W � o_ PROJECT NUMBER " HANDBOOK FOR TILE INSTALLATION. ¢ ¢ 2)SURFACE MOUNTED CORNER GUARD NOTES 3258 -SEALANT 314"+1_ MORTAR BED 3!4 ° . INSTALLATION SHALL BE IN a m f, „_ ACCORDANCE WITH ANSI A108.1 FOR a ° A)ALL FULL HEIGHT UNITS TO BE FURNISHED IN LENGTHS CERAMIC TILE DRAWN BY FLOORS AND ANSI 4 WALLS. RH` A108. FOR A S. � " I'" n FLOOR 11 2. INSTALL SEALANT AT ALL INTERNAL a a. 1116 1 ADDED FOR FIELD VARIATIONS.PARTIAL HEIG�iT I � RP/GS/JF FLOOR SHALL BE PROVIDED TO ACCOMMODATE TH40ec tD 11IN AND EXTERNAL CERAMIC TILE CORNER +�� t SCALE AND INTERSECTIONS W/DISSIMILAR SURFACE MOUNTED GUARD UNIT HEIGHT. Iv I MATERIALS. AT PARTIAL HEIGHT ELEVATION B)A MINIMUM 24 GA CHANNEL STUDS MUST BE 6EGUR, Ly,, AS NOTED ANCHORED TOP AND BOTTOM TO INSURE PO IT p'�" Stalcrr Co.nsrru�cti•on Inc. �• (��ctor'e i$ess ]3]g iDtoror ar .vay DRAWING NUMBER EXISTING CONCRETE SLAB 3.SEE DOOR SCHEDULE FOR SADDLE ATTACHMENT OF ALUMINUM RETAINERS. Is]andia,N TYPE LOCATIONS. YOrI F1740i A SECTION c� CERAMIC TILE WAINSCOTrB GROUT FILL FULL DEPTH OF SLAB Drawn bv: A-703 . 00 703 SCALE:1-12"=1'-0" LATEX-PORTLAND CEMENT MORTAR F MARBLE SADDLE DETAIL (S-4) Date: _�� _ Zp . A703 SCALE:N.T.S. A703 scALE=N.T.s. 2 OR MORE PENETRATIONS r SEAL SHEET NO: 17 OF 18 iNorth ® r SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY LOT BOUNDARY o. 00 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 'oZ0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Co 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 9.1 o., o., a., 0.1 0., °., o., 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o o.o 0.0 0.0 0.0 0.0 0. .0 0.0 0.0 0.0 Co 0.0 Co 0.0 .0 00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � o. 0.0 0 0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.11 0.2 0.1 0.2 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 «- y h�J� h Co 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Co 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0 0.8 0 9 e.e 0.4 e. 0 9 ® 0.0 0.1 0.1 0..4 0.4 0 0.3 0.2 0.1010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 mOQ e e 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 0 0.0 EEEE�y 11 0.3 9 0.7 0.3 0., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o O ( 1.8 t®. 18 1,8 G 1.9 ,,8 1®. 1.8 e V p r� O o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 O0 Obe G 1. 1.8 1 9 1.9 t. 1.9 1.9 Q 1.7 0.0 0.1 O ,.8 1.9 1.9 0 2 0, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 rN 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.1 0.2 0.3 O p t®. 1.6 1.9 1 9 1.8 1. 1.8 1.8 1.8 1. 0.0 0.2 (6 © 2 4 '9 O 02 0.1 0.0 0.0 0.0 0.0 °.0 0.0 0.0 0.0 0.0 0.0 tK7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.1 0.1 D. 0.1 0., 0.0 0. O ® 0 9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 . 7 3.0 O . � E� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 3 • O 1.9 O 1.9 1.9 1. 1.8 ` 2 0.2 9., 9., 9. 9.0 0.9 0.9 0.9 9.0 0.9 0.9 p t.8 3, 2.1 p 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 o. a. jg;�F 2-WALL MTD. 0.3 0.1 0., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (9 (9 Q o • o 0 1.9 � 1.9 1.9 1.9 1.8 1.8 � IXTURE(4) O 111 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.e 4 3.3 2.+ 0.3 02 0.1 01 0.0 0.0 0.0 0.0 0.0 0.0 ISSUE: o 0 ,.e 1s ,.s ,.e ,.9 ,.e 0 G p O NUMBER DESCRIPTION DATE BY • 0.3 e ° o O O OoO°, O. O. U4 04 03 0.3 Q 2 ©° a O0,.e a. 2 ° e 0.0 eo G e @ 9 s s o O O 4 DO ° ELt FULL CUTOF01 DSG-01 SUBMITTAL 8.29.16 GS LIGHTING(8)9.9 .9 9.9 a.9 9.a 9., 9.1 9.3 0.3 02 ° °, °.° O.a °.° 9.9O 2. 2. A 4, 02 ISSUE FOR BID 1.30.17 GSQ 0 0 0 2, ®Q . 3 3 e 13 113 `u 0.0 0.0 0.0 0.0 0.0 0.1 01 0•2 0.2 0.4 02 0.1 0.0 0.0 0.0 03 ISSUE TO PLANNING BIRD 11.02.17 JF© O p O b oe b 33 2. 3.1 2 33 3.0 5 � 0o7 .o• 0.0 0.0 0.0 LIT z 04 ISSUE FOR DOB APPROVAL03.23.18 JF 2 2. 0QaO OO 8 � � Q LIGHTING SCHEDULE 0.0 O1 01 02 ® © OQ 0e3 0.1 0.0 0.00 ® O O O EL30SOLLARD TYPE DESCRIPTION 0.0 0.0 01 01 01 0.1 o•.zO p 0 oe o LIGHTING(1°b 2e) 1.8 - ,.s o2 a.o 0,0 o.O O O G G RAB LIGHTING ALEDFC104Y - 3000K 0.0 0.0 0.0 0.1 0.1 0.1 0.1 02 0.4 0.7 di 08 08 0.0 o.0EL1 0 O O G Q G b G 1. •• RAB LIGHTING SLIMFC37Y 3000K o/ o, 01 01 02 0.3 o, 0.0 0.0 JO� DATE BY EL2 0 ® ® ® (� 47 0.0 0.0 0.0 0.0 0.o 0,11 REVISIONSEL3 OCUS INDUSTRIES COPPER LED BOLLARD PATH LIGHT 3000K s 0 , , 0.0 0.0 0.0 0.0 0.1 0., 0.7 G e O .8 0.0 o NUMBER DESCRIPTIONLIGHTING NOTES 0.0 0.0 0.0 0.0 0.0 0., o., o., o.l 0.7 Qs o e o.l 0.1 0., 0.0 01 CELLAR DWG ADDITION 10.5.16 GS • O G CJ Q Q 1.9 1.9 1.9 9 Eii 1. i. i 1. e 02 PER DOH COMMENTS 11.21 .16 GS - UNITS SHOWN ARE FOOT CANDLES. 0.0 0.0 0.0 0.0 0.0 0.0 0.1 01 0.1 0.4 47 �" ., 0.0 0.0 - PHOTOMETRIC ANALYSIS CONFIRMS 0.05fc ARE NOT ° ° 0 9 ,.e p p ° 03 PLANNING BIRD. COMT S 10.30.17 JF 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °.1 o.z o3 0.7 oQ9 0 O © 0°4 01 0.1 0.0EXCEEDED ALONG LOT LINE. o e 04 REV'S PER BLDG. DEPT. 03.23.18 JF - ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED °' 02 %3 °° O O O O O O O O O O O ® ® 7 as 0.3 0.0 0.0 ' ° 1.9 1.9 1.8 1,8 8 1.9 1,9 1 8 1.8 t ,. p O O O O O !� p o OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS AND / OR WHEN NOT IN USE. ° ° ° ° ° °' 02 v.2 " • Q 1.8 1.9 1.8 1© 1©. ,.8 1.9 1.9 1.8 ,G 0 ... es 0.2 0.1 0.0 b O o O O O O O 0.0 0.0 0.0 0.0 0.0 0.1 0., 0.1 02 0.2 • b O1 8 t ®t ® OOO O 02 01 0.0 0.0 bo0 1,8 1.9 1.9 O o LIGHT FIXTURE SPECIFICATIONS 0.0 0.0 0.0 0.0 °, a, °.1 0.2 0.2 0ba ,e ,9 ,e G p o 0 0.3 0.3 °2 0., 9.1 0.0 40r e ° . eO��O o.0 0.0 0.0 0., 0.1 01 01 0.2 a e.e 0., 0.4 0.2 0.2 0.1 0.1 0.1 0.0 ALEDFC104Y 0� "1'j� O O 1.7 8 1 1.9 1.9 1.9 1.8 1.8 1.8 1©. O moi, 0.0 0.0 0.1 01 0.1 0.1 0.2 00 o p 1.9 o uQa o 03 0.2 11.0 DO NOT SCALE PLANS 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 02 0.2 ew 0.7 0.4 0.2 O, 0.1 0., 0.0 0.0 • O 1.8 1.9 1.9 1.8 (,� 0 ARCHITECT OF RECORD 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 ea 0.3 02 0.0 0.0 0.0 EL1 (QUANTITY : 8 °0 0.0 0.0 °ba 0 02 0.0 0.0 0.0 Terjesen Associates, Architects ) 248 West 35th Street 11th Floor New York, NY 10001 0.0 0.0 0.0 0.0 9, 0�1 0.4 04 0.2 01 oj 0.0 0.0 0.0 00 0 0 0212.239.1526 Fax:212,736.7899 010 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 E-mail: info@terjesenarchitects.com 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1CA0.0 0.0 0.0 0.0 MECHANICAL ENGINEER e 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 °.° 0.0 °.° 0.0 9.0 0.0 °.° EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 Full Cutoff mounitng.Mounts to square steel poles at 20-30 ft,up to 4 fixtures per pole.Patent Pending thermal management system.100,000 hour L70 lifespan.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T:212.257.6190 F:212.994.8091 Year Warranty. 0.0 0.0 0.0 0.0 0.0 0.0 Color.Bronze Weight:26.0 lbs STRUCTURAL ENGINEER 00 0.0 00 0.0 SLIMFC37Y 37,57 and 62 Watt SLIM Walipacks are designed to cover the Color.Bronze footprint of most traditional wallpacks. They are suitable for mounting PROJECT heights from 20'to 30',and replace HID wattages from 20OW MH to 320W MH. These ultra-high efficiency fixtures are available in cutoff North Fork SurgiCenter or full cutoff models. Ar EL2 (�UAN T I TY 2 x. ("� ) 700 BOISSEAU AVENUE LED Info Driver Info SOUTHOLD, NY Watts: 37W Type: Constant Currer t .f Color Temp: 3000K(Warm) 120V: 0.31A Color Accuracy: 82 208V: 0.19A DRAWING TITLE L70 Lifespan: 100000 240V: 0.16A LM79 Lumens: 2,270 277V: 0.14A LIGHTING PLAN Efficacy: 62 LPW Input Watts: 37W Efficiency: 101% Product Options Finish: Copper,'Copper'Acid Rust,Copper Acid VerdeT I"` - DATE ` .2 .2018 Details PROJECT NUMBER • Material:Copper • Sleek,cylindrical body 3258 • Built to withstand the outdoor elements • Mounts directly Into the ground with it ABS stabilizing fins • White high-impact acrylic lens DRAWN BY • Life expectancy u to 10,000 hours for halogen light ' 1 '�' I Y , RP/GS/JF y p I ED (QUANTITY : 12) • Life expectancy up to 50,000 hours for LED light �_� `� ��L'i �� I .�� fo1� f 9 SCALE • I1 ? 11 _ ,1 12 diameter light distribution • Connects to a 12v landscaping electrical system 1/16 - 1 -0 • Transformer is necessary but not included Contractor,,,;Name S�19 !co Construction Inc. DRAWING NUMBER Contractor's Add,, ;: • ETL Listed Damp Istandia M for Paricwa • Warranty: 3 years >New Yo • Made In USA Drswn b`'"- - Date: _ A-800 . 00 Dimensions / ,I0 Fixture Height 36", Diameter 3": Shown in Copper Acid Rust finish SEAL SHEET NO: 18 OF 18 Y ■ . ■ 104 SCRUB CRA SINK QCAl . 0 ■ . PROVIDE ■ NEW PARTITION SEPERATE PROVIDE QUAD � O°1 LIGHT AND SWITCH OUTLET DR'S M DICTATION P , ROVIDE VENTILATI N 0 DIFFUSER FRAMED a ....--- ... ........ CG OPENING 'o o ao 18" DESK AC ROS/ CRASH M 3019AFF. WAINSI ao 8�r.APT _0@ 23 24 25 SOILED i SUB CWR/ H DG I SWR STERILE STRERLIZATION 54 SF - 38 SF 44 SF ' CLINICAL SINK 71.211 51-111 51-911 Y r } I0° HS HS HS _M_ ' � • .�"U'1�1+`�5;�._�£)�3 -'r, '�7.114 4 14 VALL NMN ('TED " '•FFVt1ViS�1 t}i TER 1GUTTER GUT , ' j� F; `' j 1fEGUR� tr � _.»w-.®.....�.,..----......-,• _....... � 1( VIEW WHITE�j NEW WHITE 7;EDAR \ SHAf�f CEDARSE-iA6 \TE FOUNDATION JORTH ELEVATION y GUTTER ' '� ER �u� 1. JIG' 1 r2yNEW WHITE CEDAR SNAKE A1C WC HF 01111111111111111 1Q0 YR FLOOD LINE ' ER DUNNAGE ON ( , 3C — SOUTH ELEVATION `( ~�♦ s 12 12 7-114+1- Q 7-1/4+1- ' i� ;► l; " _� �, (� � i( ({ I� ;� �� ;j ', NEW COFFER STANDING SEAM ( r ;6 ,(r JLJ ROOFING VENT FRAME ;. _ Q 7-114+1- FL ` !` �! MAIN OOR PLATE ( ;' ( ---- NEW VVHITE - ~Y �^ CEDARSHAKE R � 1 r move office wall over WINDOW WELL HR a 13 13 BELOW 8'-9" F� 7'-7" 8'-8" 10 0 REM. • --------- o EXIST. ;% UP 2R o EXAM CONFERENC NINDOW ; 06 ;' /MULTIPURPO ' 87 SF 07 112 _ 03 REMOVE �\ 5'-0" EXIST D R OFFICE O° 04 AN FR E J \`� O$ LNEW WOOD ` 124 PLATFORM & ^ocoSTAIR 6'-0" MAI NTA extend the wall leaving 6' / ME ' UNISEX clear PUBLIC WAITING COM TION I _ _ 05 02 Rj J ; '15U. ; ij1 \.� .1;F 367 SF s In the Cellar are all existing perimeter walls to remain as existing? ' o, new furring should be provided ® Is all Vacuum/Medigas by GC? No,this is usually provided by GC ® Is there a formal scope sheet which indicate By GC and or By Owner. N ® Will the existing floors on theyp 1st floor require new substrate to accept the sheet vinyl? (!Yes7, min 3/4"plywood I ® On the site plan please Identify-New GC work-vs.-existing please. Please elaborate ® Is it the intent to insulate the roof underside and the entire 1st floor ceiling. Other than the OR area which receives new 3/"plywood-is the entire other area to be insulated on and above existing 3/"Plywood. Please confirm. I need to look at this • There is an Attic catwalk shown on A-300-is this existing • Will alternate ceiling(ACT)be acceptable if qualified, and offered as an alternate bid. Will an alternate roof system be entertained such as a Color coated standing metal seam in lieu of the Copper. Will the roof substrate/underlayment remain to accept the new roof.Will Metal roof snow rails and guards be required-metal roofs have tendency to warm up and slide ice and snow-therefore snow rails &guards are required 2 Lq3 � r 11 SCRUBCRA SINK oCAF PHX I I hiz PROVIDE NEW PARTITION �, 22 SEPERATE PROVIDE QUAD O° LIGHT AND SWITCH OUTLET DR'S � co LIGHT PROVIDE VENTILATION 0 DIFFUSER ' FRAMED - - - - I CG To OPENING 0 00 18" DESK ACRO/ _I C ASH , „ M @ 30" AFF. WAINS( 80 8 -0 0 0 23 24 25 SOLED i \,% SUB CWR/ H DG SWR STERILE STRERLIZATION L------� 31 � 29 �� 30 ' 54 SF 38 SF 44 SF ` - ' CLINICAL SINK 7'-2 11 51-111 CJ 1-911 ° HSgl_ US___gj HS 0 , rye, z -. .-, - -. ;� �, ,_ :' ��' -. �"� ,. ,...._ w..,.,. ,, .m...r„+-�.- dhw.wv� •.ua.....sY..�:..a.... - w,o ,. .. ..._....++mtr..u�..,.-...vw.,..i.,... 'ad. m.:r..:w:aa�,—.w.:.:«.m...w__.»a...e+.,n3tl ' ..»:.�.-....�....m".a....,.' ...w..,- ,.. i � - �x.newww wv,osn•mm..mnte:._c-. '.- Nr,weaAv ..s..wmvrvaaew6s�esm w+w.o-, ..,.«w.ate x:aa, , , ' : .F 1-I g M, n �+,++�Y'ah':e a.:Vua >.M+-+-.. ".nl�inv r„C-✓a .+:.,f�. 3 � � .- vt+0.I e14�n�� b✓aCwt+^m,�y„nKy, >,.�,.my:p$gn};' ' f RMW 77-77" > ..,. r..,r � _ a+. '•e y �- � - « .. , ,, ai,... u5 .n..- ,. ... ,, M fi- rb, .. .n .. ... � . ... n A � nF x .. ., , .._ .. .. - ., --. - -. .. � ., -,. Esta .. 9 x 2 ` (61 ell? 140 �o � � �r `�' � Contcactt�r'o , TQlam�. .ta'fc Con ruc " n Inc,77 K��. .� ` '� ContrFct�rr's ��Idress: 13f6 /nor at w <j 13D, r �.. �t 01M �€' : , y: Yslandi N York Ix7 " Oda- 13rzvn P ' P k"� t mow illy ff+ oo+w.v,,,•,�.,u,,...w...w.,.•"-,w,mcm,rww..a»..,. .,n,.,..,. A .- • •'-'..,. +tout, ...,..,• „My IJ N S . 1 , ..e t b ' yy my, F , F r F _ � 0...±n....,,...r� ,.�v........,w...,, ^....."._,,,. .: r„ n .r r .. 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I I .. _ . . -.,.- . . - - .- ._ . . - .- .. ., .. ... ... _ .. .. _ . .. .._ COORDINATE PENETRATION THROUGH NOV - 4 2019 ROOF AND TIE INS TO AC IN THE FIELD [_ — —7 : 1�1 1:�>) _ - _..._____.. _..._.. _._ ."._..- _ _ _ AC _Z Z/////"—//_ COORDINATE AREA WITH LINEAR'S K 1-1 INFIELD _ ___ ._ D i _ _._ . _ . .. . ... _. � L_ -. — / �j , / \ - _ - - - -- _- - ACCU ' > , I r C-1 WALL RISER TERMINATES 8"AFF -- - I ILL-_' _l-_________,_,____��j � - -- _. - - .- -- - _ -. - -_. . � _.- - . __. .- - .. .. PG PARAGON : , , i - X3I N n - - - . N 24x24 8 NECK r, A __ .. _. ._.._ _... - _ _ ._ - ._._.. .__. T.- _ _ _ _ _ ._ . ._- � G PARAGON _ - . . : I G PARAGON PGI:"�P� yG0 _. M D 1 PG PARAGON PG PARAGO HUM 135 CFM , a r 7D N 235 �' _-__ _ _. - 4x2 , I2 NECK , I � 2 NEC . ; 4x2 12"NECK 24x2412"NECK 12"NECK 400 CFM 40 CFI 40a C 24x241 " 1. 1 4 2424 - - . . _ . 8 1 400 CFM 22 x 16 2 t ; El- i; I I : I : .. .. - - - - . . - -. .- ..- --.- -- .. _-- - . . _ .._... ...-__ .-" __- _ - . . . - . . . _-._ -. - - - 22 x l6 - � �: 400 CFM _. - i 60 I I 1 , T.O.D.I. I t I I :;�� I " " �_._�-1.I �_I— -- ;- _____ -11 I. I � � � � o : i V 1 1 T.O.D. 11' 8" O.D. = 1 12" 18 12" � BOD „ 8 12" . � _ 12" o I 60 i 60 42 _._ n ." - - - - _ _ 12 _ ....__- ---"-T.O.D.-- 11 8 ...- - _ .. _ ._.- " - - b0 . 60 N b0 60 wn TOD 18 r. .� , _ _.. _. w w ; : BOD 11' 1 , �~ °� � '� T.O.D. 11' 8" '� H ALUM '" ' w i j B.O.D. = 10' 1Q„ � d 1714 iv �r i 1 �; :/ � PG PAP.AGON.. j oI'D �� 60 60 60 ' 60 60 6 •� B.O.D. ='10' 8" N `�' ALUM �- i- it ,t t, t , r 18 _ __. _,__._ .__ -__ _ r 1. �o : 24x24 8 NECK � . _ . _.... ._..._, .__ .. ... .- ..__...... .-_... ..._ ._ .. .__. .__ . . -- _ . _. -� - _ _ �._ _ DII l 60 CFM: 60 p 6 60 j x 60 E 11 18 f8_111_ ' 60 60 60 60 b d p , 6 ,o 6Q II 60 r" '� '-" T.Q.D. 13'2" IT n , , n , n - _ 14 x 8 1 - . - -P-iI _ , T.O.D. - 13 - N N B. .D. - 11 10 0 , 1. : _. TOD 13 _.. ._ B.O.D. 1 _ , PG PARAGON PG PARAGON c> , n o _ o o � B.O.D.i 4 1 1 1 ,� I � t " 7N - � � � t � ; - 11 10 � -" 14 BO.D-'- 11 10 ' - - 14 � :� �. ., � � 1 � I J�EE �> _ _.. - ' .. GO o T. .D. = 15 4 P ON1 . 2x1 X3H D ' _ ._PG PARA N _- _- . � _ G PARAG ,0 2 � -11,6t, 24x 414"NE �_ : - 24x24 8 NECK _ „ 14 - , . 4 E 1 24x241 N C � B.O.D. x2414 NEC B� 50 CFD ., [4 _ FM - rr 675 C - : � . A t i � 150 CFM T.O.D. - 13 8 , _ 9 , 675 CFM _ .. 675 CFM _. .. _ __. .. _ ._ .. .. __.< ._ _. _ _. _. .. .. ... _..__ . _. _ .. _T,O.D.._-.11.4.. b0 36 37 j 60 j ; 60 60 60 60 i` _ 60"D 13 10' 60 711 B. .D: =;12' 10 6" " -• t o - 1 � G P ON 0 B4O.D. = 6 1C _ ' � N T.O. . - 1. 24x2414"NECK 60 T.O.D. = 14'2" I I " B.O.D. 13'�' B21 .O.D. = 13' - — T.O.D. = 14'2" `� -- ---- �° J - _ . - � --- �_y — - 75 CFM _ �_� f .- . . -. . . - _"_ j _. I'G 1'AK�ACrUN- B.O.D. = 13' -- � -- PG PARAGON _. - PG PARAGON PG PARAGON ,� -_ - 6 PGPARAGON i 14x10 22x"14 __...;._. . = 15' 4x24 8"NLCK c 24x24 8"i' . r 2. „ r - 'I x2 " 8"NECK EDH � T 0 D �£CI� E 4x 4 8 N�CI� �4„�4 8 1°+ECIL 24x2 B.O.D. 14'4” 2 , -- -- ---- - I 140 CFM 140 CFM " 140 CFM 140 CFM 1-3 0 w : / - t: " � 11 - � . 18x8 140 CF 79 .a 60 ,� l : o I . ., _... _ ,1 ._. .__ . 14 - T . .. ---- -. . .. 60 0 -. ..- 60 I . , N _r -_ T.O.D. = 14' 10" � ; r. r. 60 .� _ 5,2t, i . WALL RISER -- - " ---' 5, o 0 o TAD. _1 �, . = ; . - , '�, T.O.D. = . 1,2" T.O.D. 1 TOD � l N TO.D. = l 1 4 TERMINATES 8"AFF _ o - ' B.O.D. - 14 N N B.O.D. - 14 N 60 ! OUCH ROOF _ _ ,�. - - -- B.O.D. = 10,6,t N 18 TR 60 N „18,.. 8tt 6 6 �� I iv/FLD;AD B•O.D. 10 6 _ 20x1Q - "- - -. - ._.- - ._- -_. "__ ._... ....".... -- . . .. ._ . __" . ...- ._.. -- . - _ - _.__._. .. _ - _ . , -\t FB = 14' 10„ axl - 12x10 ; r „ I 6 _ _.. _.._ .._- _ ..___.__... _ _ ...__.... _ . . __. , T.O.D. = 14' la" X3HD T:O.D: 14 10 8 7 N ! , _ - „ TROUGH I ROOF - - - - - . - -- _. , __. ._ ... _ - . _ 1. $t B 0 D 14 14x10 BOD 14 2 TXF `o -. _.. . _ _ . FB - B.O.D. - 14' 50 CFM - - _-._.. . ..-._.- HUM __.. ._._ .. _---- ij , x /FLD,�AD o 0 I — —..-. _-_. _ 6 - - --- .. _ 1-3 , >c 1 . , 18 r,, o f-� ,. 1.1 4 0X3HD - g 3 60 60 60 22 x 12 - I _il _ _ .; -- GXF T.O.D. - 14 i r I - � C� T 0 D 14 •� " 48 48 ( 24x')410'NE f BOD 13 _ F . ,, 5L 2 _. _ _ 7 C . 6 r . _. . . -- - - - ' � BOD l3' " 1. f : M . ..- ' 2 LUM , ' 1 2 1 75 CFM -- 33 , �i— 60 60 60 60 ' . ba - 60 4 b0 b0 60 60 60 ,, _ I - - 4x26IF ' I T.O.D. 4' 10" } , 1 � _ - , . __w.__....___ _ 3HD X HD 10 X 3 B.O.D. 13 ,t . 4x1 FM io, i � �m B O D 60 6 J . 9 - -_ ----- - 4 _ .. . - 75 C � 1 , 1 0 � MD 6a a s 6� _ 50 CFM 75 CFM i8 PG P.,P�AGO PG PARAGN o PG PAI:A M44 1 : L _ _ __ a ' �g 2 tt _ „ _ GO '._ _ . - _.- - , � T 0 D. 15 1 X3HD - - .. . 1. _ z N 42 60 ca « 43 : I ^, _ r 6" ; T _ _ B•O.D. - 15 _ . 24x2_. 6 NEC ; 12x10 T.O.D. - 13 10 24x24 6 N 'K -- ! 9-0 T ) I < 24x24 8"NECK ` � 50'CFM - _. LUM _ r t� ! 1(}0 C i�2 B.O.D. .: 13� 15 CF'�1 6 `- ` 125 CF',I ! - o x 48 T.O.D. _ 11'2 B D - 11 w = - �10 „ DN _ . __.._. _ .-_._ _ - _ _ . X3HD - ; : . ;; : i I . / I 1 6 - �_ T D 1 0 , o B.O.D...=..13 B:O.D.� -13,4n �r „ TOD - 148 ._. . ." _ ._..-.. _ - 6Q-_ - 6 .-...._ ._._. . _. - -- -__ , _ _ . - -- - _ 0 _ D ._ ._.- . -. .. . _... - - _ . i , , S o0 0. 1 N p-- 0 _ ..__. . _.._._.. _ ..__ - - -._ . ... - .._ .. _ .... - - _. . -1 _ ._.....__ .- : !� M 6a ' 60 0 60 N DN , ___ __ Ow 1 -, tt I, ,i 11 „ it „ - r,G '�' _ .. _..._ ...__". - _- _ -..._ - . -- ..._ .. T O D 12 - - - - - -- . . . - _....._ 6 _ - _ 18 �__ 1g.. 18 " r" � _ __ _ 12x 2 24x2410 NECK � i � � o '�- - 0x1 ; 36 60 I � , . =- 11 PG PARAGON S G PAP.AG0�1 _ PG PARAG0�1 __-._.- „ °° 0 CFM 10„ __ - 1 I I b � --11., � [ 1-2 6 NECK T.O.D. = 14 4 - - _ 24x24 6"'�' x24 „ .ECT 24x24 E _._._... 0 D i B 29 t S '4 8NCK _ . I ,. � [�: � _ � B. . _ - _..._ .._ ._.. o ;0 6"NTE ! , n 1' 0D l3 6 4x 4 CK _100_ CFI ', �10 2 1 I CFI - c,/ i 0 oc i I 0 CFI 150 CFM , _.--_ _._y � -I , lil� _ _ ..-___ - - - -.. __.... . _.. _..._ . _-.._.._. .. � r 6 . a) _ - 10 __ 00 , 24x24 8"NECK -- - - o 60 ; _ -- _ - __ _. _.... _ - _-_ _ - .- _ . -. ._ - 24 41 _ PGPARAGON - -� _ —d ; --', 1 G PARAGON x2 2"NECK `- o _ __ _._ __. 48 . � C .. _ ... _ -. —— _—3_ ` P �I'A N P ARA N PGP` I'aA '� PG PARAG N 175 CFM' �� °° , G F� G0� G P G G0. 60' 48 0 I ?4x2410"NECK 580 CFM , •-., T , i rL. I"� L _ a 6 q „ T� } t T — ,r - _- _ - __ _. __. ._-.. -. --.".. _ . O.D. - 14 8 : ++ 350 CFM __ 24x 8NCK 24x24 8 K 24x24 8 NFCK i 24x24 6 NFCK j I. i 12x10 - GO . 14 B.O.D. _:14' 175 CF�1 175 CFM l 50 GFT I 100 CFM D _ . - N _ _- -- -_-- __ _- _ 24x24 6"NE K _^ _ - _ RA GPA GON, 75 CFM __ . _ . __ : 0 24x24 8"NTICh �0 8rt PG PARAGON �' . K, GON i 6 T ! FB , , - ; : ,, - M y ; 60 3 24Y24 6'IdLCK „ . _ f : - � ��7_ :�� . ._00 CFM 6 8 00 CFM t I pp n n 1 , D 8n ON E I 24x24 8NCK ._.._..._._. _ __ . _ __..._._____.__._.._._ 11 I _._ - - , 8 _ I N ': PG PARAG sy- . ._.._. .. i ! f c__� : _ ._ ._ — _____. ._.. .— — —— 4 NE PA GON 2 0 CFM G PARAGON G PARAGON P RA 200 CFM0 x �� `� — P RAG -- - : , _ ; 4 x24 8� NECK 24x24 6 NECK I' ' r�r � , . _ -._......._ . _.."...._ _.__ __ - _. - x24 8 NECK AN U 11 U d 60 I f 1 , x24 8 NICK � -. ' 1 _ - 0 I : WALL RISER 1 , �: : __ _.. . _-. .. . _. -\ 75 CFM 6 2 1 TERMINATES 8 AFF �. - X3HD _.i _ 5r ' 0 CFM l-.—-I.b-1 -I — . — - I I � I � I �—1. — A :, , ,CFM 100 CFM; PG PARAGON `� 1. - -- - ' 235 CFM I 4x2410' NECK 115 CF , 8 , v : M f r 2 I i 350 CFM . -_ . . .. ..".-_.___ ____-_ -- -. _._ __ -" ._.. __"- ___. -�- __. ___._".___.. - :. . ... ._ _____.___"-._____".----..M_ ... .. ............. 1. __- __-_ _. _ - - — .1 _. ... : , _ __._-- -,-,- _.. -.b_______.. __ ._...._-_..__._.. .__. _____.----.._.__._ .__.___ _..-._ __-.. -. _ _.---_-_-- _ _. __ . � _._ .. . _ - _ E X3HD L , 115 CFM _ -- - -.-. -__. . , : , �� . [ .---. �--- .A .. . I- - . .. ,- WALL RISER ' 91 � � � I ; r j_.-. ; GXF , X3HD j li " ,TERMINATES 8"AFF 100 CFM 1-111 I Q "� IN 1� ., 6 6 ' �� I a ` , - -- - - --- ntractor arrsr c 48 ! COMMM-',N s��r a can�rn►Chan rInc. ay Islamc±�N yock 2174 TROUGH ROOF w/FLD/AD Dater., � I I T i MECHANICAL CONTRACTOR. GROUND FLOOR FOOTPRINT 110 STONEHURST LANE T �' /0 M /H `1 V L i$�J V�U DIX HILLS, N.Y 1174 6 ! SHEET METAL CONTRACTOR: _.-_. __ _ . - . . - _.._.I.,-. TE 1U'�0 CJs � GMA��J M L W"'y fl I3IX HILLSN.Y. 117746 I i PROJECT: DATE: SOUTHOLD ASU �U�� SCI�� PROJECT LOCATION: 700 BUIS'S U AVENUE, SOUT�IOLD., N.Y. PROJECT DESCRIPTION: SCALE: � .-b ..- _ ..__... .-._ .."-. .. -._... . . - I .. - ._.__...-__ -. _..... _ .._.. ._._-----, . _-._,- .-------..., ......- _._...- .- "-"-'-I-'. .__..,-.._,__._. ",_- -'--_" --_._.f_.__. _-. __--....__ ._..." /7J �, �Il GROUND FLOOR S .._-- --. _.....--- _--- - --. . _....- _....-- -"----_._. _....__._" .-.__ . - . - --- ..- -.- ._.- ._-' -- -- -- "'--- -_- - -----. ".. ----_ . ..---- '- ' --- -_.._-._. _. .- --� -- .. -_-._ --. - ` . ..._. I. _.". .-"_.__--_ ..-....- _- "_- _ -_.___._------_ - ...... ... ...._ __. ... .._"`- _,-....."_. .-._. - .- - _. . .- -_ __- .- _. .._ _ ____. .- --- - ARCHITECT.• ENGINEER: i COORDINATION DRAWING 6/1 2/20 1 6 �� ' ASSOCIATES EP ENGINEERING I1 COORDINATE PENETRATION THROUGH - - - _ COORDINATE PENETRATION THROUGH ;>� ROOF AND TIE INS TO AC IN THE FIELD ROOF AND TIE INS TO AC IN THE FIELD - .. ___ / F� ::: I FD 1z�� I z Vi IZN z / — / A / / C x v AC _ _ �\ 1-1 OA GOOSENECK �\ 1-2 (- - Iv / 3'-0"ABOVE SLAB i \ I F I i . _ .. . - .. - . - --- _ _ F , DN TO BASEMENT \ I Y I- --� - I � i � � � � : � � L 11 '\\ /I - �� \ / / ACCU / ACCU ACCU \ . - I C 1 2 I \ �\ 1 1 f i /I 11 t f ;J � L - �- - -- -1 ! ; -LL_ __ _- I -__ - . - . . . . . __ . : _.. �--1 I I :. I 1-1-1- [ __ - , - . -- -- - --- _ .. -_.. _ , ... - . FSD FSD - I. 1 . 1. ESD FSD _ - RA __ D 4. . 'GO MD MD 1,. 4x2 10 NECK • ; - . .-_ P . 1. 23S CFM SID MD PG PARAGON — PG PARAGON PST ARAGOiti HUM PG PAP.AG 215 CFM � 11 ' 24x2 2 I�'EC 24:2412"NOFCK ' 24x24 22 x 16 21x2412 MCK -4, _ -. .-..--.- 41 K _ . ,r - - 400CFM 400 CF y1 ' : 4'00 CFM PG PARAGON 1 ! . _.._ _. - ._ ., 22 x 1 ._..._- _. _ - _=_ 24x2410"NNECK 6 - - - c ' G RAG N . , , , „ � 24 - - _ _ _ _ T.O.D. = 1 T.O.D. 11, g„ _ - , 315 CFM 16 ,i A y , GOivT 12" 18 012" !_ ,r 8 12" ;: � 18 4 112"NE K O.D. = 1 ' - _.. -----"- �'G P U111 - — ___ 2 x2 i I - ob0 60 60 - .... ._ .... . j.., . P-. - 60 C ,� —1 _.60.. -1-0-1-1-i .. .. 60 . . _.. . _ -. _ 60 0 _ N _ 1� _ 42 60 �ry 0 6 _1� f ` _ , „ - - 50 CFM . o T.O.D. 11 8 w T.O.D. = 11' 8" w ALM ' _ - o U 4 _ I ` B.O.D. = 10' lOr, N L d ._ B.O.D. ='10'gr, N i N N O:D: = 11 :8 "j- -- , . 60 6 ! °� ALUM „ 24 x 16 i. .__ - - -- --- ---- '� _ RA ON - - _ -.- .. I- 18 .-._ ( I_ .' "- - -- _.-_. _. _. . _- ...,_ _ ._ ...-_.. .._ , - _.. _..._ . ..,- . I - _ -.� _ Id" � ,I � - ;I', PG PA 18 �I i i 24Y2412 ,I�I;CK 60 6b 60 60 60 - x 60 ... . 60 8 J� f , 60 �, 60 60 60 - % _ ----- - 375 CFM ` r. .x . . T, .D. - 13 2 _.. I I fi 0 D 13' �" O.D. = 1?.' �' N D. = 10 N T.O.D. = 13'2' 3 N X — — " 11 fi 1 1 ,_ T — N N B. o N N - , rn B.P.D. „ 4„ t „ , _ 18 - .O.D._= 11 IO . . 14 _. _ B.O.D. = 11 10 _ .._ B.O.D. = 11 0 1 24 _ 14" - T.O.D. - 11' 6" t---- `� PG PARAGON o T110 - . .D. = 15'4"„ � PG PARAGON._, _-_ _._ _ �10o _ __ 12x12 _ _ \10o _ . _ �. X3HD _._-__.. ._. T.O.D. = 11' 10" -_ .._ .. 24x2414 NEC4x2 : BO ' B.B.O.D..D. = 14' 414"NECK 0 - 1 9 50 CFM TF ` , :. ,._. . .. -_ B.O.D. = 1 j' .. - ._ 675 CFM . 14A �-_ . _._ _ . - - - - ....675 FM _ . - T.O.D. -;13 _ , '„ _- 6 C — p _. _... _ . ._., .._ _ . .._ _ . - 60 y = , B.O.D. - 12' B D 1 , .,,, T 0 D 11 4 � 10" 1 2 � { / to T.O.D. - 13r 1p11 60 17 G ON - „ 6„ 6 14 - - �! CK - _ .. N " B.O.D. = 13'�-- 60 0 _ `Y'; -.._._ ._ _.. y- 24x2414"NE `� ! T.O.D. = 14'2" `�' L �(o I 60 , �- _ __. . ' -. . . - _ 675 CFM - .- _. . _ _...... ..... ... __ --._ _ ___.. _ 6" 1 '16 x 101 ARAGON _. _. . . _ , T : A O B.O.D. = 13' _.. PGPARAGON _.. _.-___ _. . -= PG PARAGON PG P�.RAGON - MD . .._ .TROUGH ROOF FOA DUCT w/>�SD/AD gl 14x10 cam' 24x24 8"N Ck 4Y�4 8"�F `�/FLD/AD j / ---'--.1-1..-.-_ 4 BECK �; -� 24x24 8°°NI?CIti x i 1 , EDH ....-_- -. -.. .- - - - FB -` - - 2 CK _ . _ C' , 8 1� ROOF as 1-3 0 4--q 'FM7 I , 140 CFM 140 CFIw[ . 140 CF' I ._.._.. .._. _ __,.. _..,__._ -_ .- - _, --,_- _._.-_ _"'-_. ..__ o 60 6 T.O.D. 13'4" € .._- -. - N `o _. _ . — _ ..-. - - - _.. . ._-. -.w_.. , _ .._.- . - .. _ _.. .. . . . - . ---------� ...._ - . _ I. . -_ . -. ---. , ---- -- -.. 6 10" _ 14 .. - 12'6„ ! 60 60 d T.O.D. = 14' 10" - 16 x 8 B O:D. - 24x24 1 46 x i T.O.D. = 15'2" � o T0D - 1'2" r . _ E 1 LWMS 51 B.O.D. = 14 N N 60 I 1 g TROUGH ROOF , 0. 11'4" „ 1 6 6 ^" . _ _ .. - - D,�A __.. _. . - � . : -. B.O.D. -. ..- - B.O.D. = I0 6 I ! I _. . I:, _ . . .. ., , - , ., , , ", ..., - . � _. . 1 . �/FL D D 10 6 MD B0 '6" � , - - FB - - - .- _ . _.. .. - ---- _ _. "- - - 12X14 . - _ , i - — , _.. 11 :... .. TR UGH ROOF._ 0 a v . _ _.- , 9:}x t, TXF , , ..", . 4x1 H _. .- - _, _.-_ _""; '- -._..__ D D HUM ; w/FL /A . . . .. __ 1 0 � A U � 6 � ; 6 11 - _ i , , , 181. 12 X3HD o - _. .. .-_....-._ FG PARAGON � . VVN1 ' i _ - 46x8 S i N .It ' TOD 14 - _ _- .. -_ .-. 1 . . i 13 , 75 CFM ' 48 0 48 24x410 IVECh. - ; , ,,. G 1, _.- . N -_.. __._ _ 5 CFM .' TERMINATES _. _ 2 1-2 B.O.D. = 13 2 UM ? T .j .fl _ _. --. ,.. _ ._-. _, , _ . - - _.... __ _ .. - __ _: E G PARAGON G PARACTbl� _ I TS8AF NECI C 60 60 x 60 60 _ I -._. 6d i I ; 6d 60 _ 6 � ' N : ' . X3HD FB _ t0 r, ;o \ o _. �• 300 CFA1 , z i T.O.D. = 4 10 , , �_. ...__. -_ . . 0 CFM - - 0 le 3 4x241 'E N - _ _ .. 100 CFI1 -. . --.. t _ , - B.O.D. = 13' 1 d" 60 60 ,! 22 x c _ _ _ 7 14Yid " i ' B.O.D. =.14' - --- - , , - . .. . . _- . . _.. : . - -- MD 60 60 60 10 La 18 _ _ , ! _ „ -- - 381 -- ��l _ _..__.. _. - I T.O.D. 11 8 _ T.O.D. - 15 10 X3HD _._ __ - ---- --- - - . - � o PG PAPAGON _ 0 D - 11 10 _ <_- ; 43 _ = — " °� 24x24 $"NI C1� - UM r _ �-- 6 B.O.D. 15 - - T.O.D. - 11'2°' 12x 10 O.D. = 11' ! _ 0„ _..- . .- -_ ..._._. --... „ 125 CF'i I FMI o I x I _ 1. --- -------- - X3HD DN B.0 D - 10 rr ---- -- -- _ ------- 50 CFM = �- 1 g o 6p - -- --- - - .... � - i o0 48 10 . � I T.O.D.-= 14'8"- .: .... . _ . = _. + v `" � ! � , ' ' N 12" 1 �-- -. --- I �, 5 F P� 7CM _- -- � I- B O.D. = 14' o I - - _._ ,, ,., .... -.' -...-.._. . -_ _. ... -__ _= .- - : I � . I�: . : - 60 N ; __.. - �__. ._ ._ _. Alot Gr -- - ---- - ---------- - --------------- ----- -------- --------------- ---------- • 60 ' N DN __ _ 10„ -- . .. _.. _. PG PARAGON , 12 12x12 `� G O - 4; o T D = 12,_.. ��- 4x..4 8 1E K i . , _" 0 4x24 I0 N ECI.._..__.lg � _ -- - - = 2 " ' rI 6 0x 1 60 -- _..__ - - - ----- 36 PG PARAGON 18 - �� , - _ BOD = 11' r T.O.D. = 4 4 _, -- - - _ ' 290 CFM � 25 CFM 24x24 8"NECK i , U r t o HD _.. BH 10„ �r o3 I E B.O.D. - 13 6 - . - T ! 150CFM , i! . _. _. . . -- - 75 CFM 1-1 24x24 6 NECK1PI i __ _. 75 CFM X3HD I , , 2x1 PG PA N , _. , r .. - 160 CFM I ; , 11 I - . .? � __... - . . „ _ .. ---- -- .--.._..- 6 x 8 ------ ----- - - - - - - - - - - I x 24 24 PG PAP I ! __ UP TO GROUND OA GOOSENECK 3'-0"ABOVE SLAB FSD MD AH U M C-2 T.O.D. =6' 10" 6 oB.O.D. =6'2" 60 - --- - 0----------------- -----------------60----------------- ------------- ------------- 6 ---------------------- ------------------ ,� N DN 1 18m 511 "oil x 10 j SG-A SG-A SG-A T.O.D. =7'4" FT EU 300 CFM 300 CFM 300 CFAI B.O.D. =6'61 46x8 AHU T.O.D. =TY C-3 B.O.D. =67' 494x821 111L I ER I KAUK6 �a WMS 06 T.O.D. =7'2" B.O.D. =6'6" SG-4 SG-A SG-A SR 206 CFM 206 CFM 206 CFM �, o0ov 4 18 4 18 -- ------ 1!1- --------- ------------------- �-4 -------------------------------------- ----------------- 4$----- 48 �M 00 60 b0----------------- 42 42 j - --------------------------- ----------------------------- A��iJ °° ------------------------ ------------------------- C-4 -------------- ------------------------------------- -------------------------------------- 24 c Contractor's Name: Stalco Construction Inc. Contractor's Ad( esr, 1315 A4g Islandia,New ork 11749Drawn bDate: 1a -3 MECHANICAL CONTRACTOR: CELLAR FOOTPRINT 110 STONEHURST LANE TED CO , ECHA IC L WC, DIX HILLS, N.Y 11746 SKEET METAL CONTRACTOR: 110 LANE T ,�D'CO 1�v. E-1-1-ZHA ��ICA r C, DIX HILLS RST 7746 PROJECT. DATE: SOUTHOLD, ASC JUNE 1 ST, 2016 PROJECT LOCATION: 700 BOISSEAU AVENUE, SOUTHOLD, N.Y. PROJECT DESCRIPTION: SCALE: CELLAR SM-C Ott ARCHITECT: ENGINEER: ORDINATION DRAWING 6/12/2016 `,ERJESEN ASSOCIATES EP ENEIINEERWEi PLOT PLAN 4 North I 4 . O SurgiCenter o b IfWGRASS AREA J a Q 700 BOISSEAU AVE, SOUTHOLD, NY U0 tl b 4 N e 4 V b p 4 3z' `�✓ NEW GRASS AREA J F� 1� .10 el 0tij2 700 BOISSEAU AVENUE SOUTHOLD NY 11971 p b 7 � 4 n tl rN . 'C) 0 O 0 BUILDING DEPARTMENT NOTES SCHEDULE OF DRAWINGS I ELECTRICAL � .p INSPECTION REQUIRED �IIp ARCHITECTURAL DRAWINGS REVISION DATE /� CTIO14 C) APPLICABLE CODES: NY STATE BUILDING CODE �Eut��i`"�'� BEFORE � p ISSUE: NFPA 101 2015 2015 IBC T-100.00 TITLESHEET,NOTES,ZONING 2017 NYS UNIFORM SUPPLEMENT CODE PLUMBER CERTIFICATION OPENING ICC/ANSI 2009 SHC-201.00 LIFE SAFETY PLAN - pNLEAD CONTENT BEFORE NUMBER DESCRIPTION DATE BY PROPOSED OCCUPANCY GROUP: COMMERCIAL/MEDICAL OFFICE CWF ROVED AS NOTED CERTIFICATE OF OCCUPANC o 0 �• NEW GRASSAREAJ 01 DSG-01 SUBMITTAL 8.29.16 GS CONSTRUCTION CLASS: 5B A010.00 EXISTING SURVEY 02 ISSUE FOR BID 1.30.17 GS A050.00 SITE PLAN DATES B.P. a �' � SOLDER USED IN WATER THE CONSTRUCTION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, A051.00 PLANTING PLAN SUPPLY SYSTEM CAPJ��10T Q7�--t 03 ISSUE TO PLANNING BRD 11.02.17 JFSTATE,LOCAL, &MUNICIPAL BUILDING CODES. FEE: A BY: EXCEED 2/10 OF 1°%° LEAD. r"rG r^P2r�tlon ��/ 04 ISSUE FOR DOB APPROVAL03.23.18 JF THE WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL LAW 58-1987 ITEMS SUBJECT TO DM100.00 CELLAR FLOOR-REMOVAL PLAN NOTIFY BUILDING DEPARTMENT AT . required es, per CONTROLLED INSPECTION. DM101.00 GROUND FLOOR-REMOVAL PLAN 765.1802 8 AM TO 4 PM.FOR THE NYS CO FOLLOWN. G PECTtONS. de A200.00 CELLAR FLOOR-CONSTRUCTION PLAN 1. FOUNDATION,-- TWO' REQUIRED PLUMB IN!(� A201.00 GROUND FLOOR-CONSTRUCTION PLAN FOR .POURED CONCRETE ALL PLUMMINI G ','/f ATE &4VATER LI'; ;,_ED 2. ROUGH FRAr4MtNG & PLUMBING TESTING ScFC' ';- .P,ING ZONINGINFORMATION A300.00 EXTERIOR ELEVATIONS,ROOF PLAN 3. INSULATION 4. FINAL - CONSTRUCTION MUST A401.00 GROUND FLOOR-REFLECTED CEILING PLAN BE COMPLETE FOR C.O. ADDRESS: 700 BOISSEAU AVE ALL CONSTRUCTION SHALL MEET THE SOUTHOLD,NY 11971 A500.0 MILLWORK PLAN&DETAILS REQUIREMENTS OF THE CODES OF NEW REVISIONS: PARCEL: MAP 23.-3.7. A602.00 ENDO ROOM-BLOW W YORK STATE. NOT RESPONSIBLE R$. TYPICAL STAIR DETAIL TRUSS SIGN NUMBER DESCRIPTION DATE BY ZONIN MAP N0: MAP2 A603.00 PRE&POST OP-BLOW UP DESIGN OR CONSTRUCTION ERRORS. 01 CELLAR DWG ADDITION 10.5.16 GS ZONING DISTRICT: LI-LIGHT INDUSTRIAL COMMUNITY FACILITY YES A701.00 FINISH SCHEDULE ' O2 PER DOH COMMENTS 11.21.16 GS A702.00 DOOR SCHEDULE COMPLY WITH ALL CODES OF A703.00 PARTITION SCHEDULE NEW YORK STATE & TOWN CODES 03 PLANNING BIRD. COMT'S 10.30.17 JF A800.00 LIGHTING PLAN AS REQUIRED AND CONDITIONS OF 04 REV'S PER BLDG. DEPT. 03.23.18 JF BUILDING INFORMATION IN L ,,,, � �--- 611 DIAMETER �-----� SOUTHOLD TOWN PLANNING BOARD AREA: 5564 SQFT(NO CHANGE) 34' �: ``"' �.. ILI I len,lrou�rr��_ SHOP FABRICATED \ \\ SITE AREA: 49,370 SQFT OCCUPANCY OR ~�� . MAX.(TYP) CROSS RAILS REFLECTIVE WHITE�� REFLECTIVE RED �� ,� USE IS UNLAWFUL 9-� PANTQNE«187 ` 1 O.D. X 13 � WITHOUT CERTIFICATE G.A. TUBIN, DRAINAGE INSPECt',QNS ARE REQUIRED OF OCCUPANCY \' Contact TOS,Eng3reerin0 at TEa-1560 b^for^ � \ \\ \ Eiackfi'?,OR Provide trn :necr's Certification N' that the drainago has becn Installed to CCdc. �" \ � DO NOT SCALE PLANS METAL END CAPS (TYP) � � . �� .:.� \° \ ARCHITECT OF RECORD STAIRS & LANDINGS FINISH Terjesen Associates Architects ABBREVIATIONS SHALL BE NON-SLIP AS PER �, , �� , 248 West 35th Street 11th Floor New York, NY 10001 SPECIFICATION SEC 3310 212.239.1526 Fax:212.736.7899 CONC. FL. SLAB \\ AM Architectural Millwork HT Height o �:° `\ ��,� 1/2" E-mail: info@terjesenarchitects.com BLDG Building HVAC Heat Vent&Air Cond �" The construction type �: �� \ STROKE designation shall be �\ MECHANICAL ENGINEER BM Beam Instal Installation "IU"or"V" " BOT Bottom MAS Masonry to indicate the construction CAB Cabinet MAX Maximum �* --STL BEAM classification of the EP ENGINEERING W/SPRAY F.P. underDESIGNATION FOR STRUCTURAL CEM Cement MECH Mechanical section602of the BCNYS COMPONENTS THAT ARE OF �` 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 DOOR CLEARANCE (AS PER A SI Al 17.1 .2009) CLO Closet MED CAB Medical Cabinet CT Ceramic Tile MOD Modified �„_ I} TRUSS TYPE CONSTRUCTION T:212.257.6190 F:212.994.8091 CL Center Line MET Metal CL: "Fn FLOOR FRAMING,INCLUDING CG Corner Guard MG Mirror Glass 12' STRINGER GIRDERS AND BEAMS CLG Ceiling MIN Minimum ■ "R* ROOF FRAMING STRUCTURAL ENGINEER CMU Concrete Masonry Unit MO Masonry Opening PULL SIDE PULL SIDE COL Column MR 11”MIN., BUILDING Mop Rack/Moisture Resistant "FR" FLOOR AND ROOF FRAMING r— 1 r---------------1 i CONT Continuous MTD Mounted TYP. STANDARDS AND CODES ) i CONIC Concrete ND Napkin Disposal CH Coat Hook NO/# Number TYPICAL STAIR DETAIL TRUSS SIGN SHALL BE INSTALLED ACCORDING TO TITLE 19(NYCRR) V-6"MINS i i CONTR Contractor NIC Not In Contract scup: a 4 _ t CHAPTER XXXIII,SUBCHAPTER C, PART 1264 ) ' i i o CPT Carpet NTS Not To Scale https://www.dos.ny.gov/dcea/pdf/PART1265SampleTrussSign.pdf T-0"MIN. `" CORR Corridor OC On Center � CR Chairrail OPNG Opening -- PROJECT DTR Counter PLASLAM Plastic rcelaiamnateicTile TOILET DETAILS (AS PER AN I All 7. .2009) REFERENCE SYMBOLS `K A. h,Y DET Detail P Painting `leo rth Fork S u rg i Ce rite r.. *IF BOTH CLOSER AND LATCH ARE PROVIDED DF Drinking Fountain PTD Paper Towel Dispenser 700 BOISSEAU AVENUE **48"MIN. IF BOTH CLOSER AND LATCH PROVIDED DG Door Guard PTDD Paper Towel Disp./Disposal 36 min DIA Diameter RB Rubber Flooring m 12 24 DETAIL INDICATION O DOWNLIGHT SOUTHOLD, NY DR Door RD Roof Drain E min min DETAIL NUMBER PULL SIDE DWG Drawing REINF Reinforcing04 DWG WHERE DETAIL IS ® REGISTER/DIFFUSER ----------------i PULL SIDE EA Each REF Reference 00000 i n------------, 2'-8"MIN.. EIFS Exterior Insulated Finish D = LOCATED i I i REQ'D Required DRAWING TITLE i i z i ELEC Electric/Electrical RJ Reveal Joint = o EP Electric Panel RO Rough Opening 'E E r' SECTION INDICATION — — EXIT SIGN TITLESHEET 3'-6"MIN. i ELEV Elevation RM Room M — — — — EXISTING WALL TO BE REMOVED 04 LO SECTION NUMBER NOTES ZONING i EQ Equal RH Robe Hook 48 min EXISTING WALL TO REMAIN '-0"MIN. EQUIP Equipment SD Soap Dispenser � DWG WHERE SECTION IS _ .__ , EJ Expansion Joint SF Square Foot LOCATED EXIST(E) Existing SPEC(S) Specifications) NEW CMU PARTITION *54"MIN.IF CLOSER IS PROVIDED HINGE DOOR CLEARANCE EWC Electric Water Cooler SND Sanitary Napkin Dispenser 60 min ARCH MILLWORK DETAIL FD Floor Drain ST Steel FEX Fire Extinguisher STD Standard INDICATION NEW GWB PARTITION DATE FEC Fire Extinguishing Cab ST ST Stainless Steel SOUND INSULATION 3.23.2018 PUSH SIDE 1'-0"MIN.* *48"MIN. IF CLOSER IS PROVIDED A PUSH SIDE PUSH SIDE FHR Fire Hose Rack SV Sheet Vinyl r----------i -�I`—�{�� Y WHERE INDICATED r_T_____—_____-i r------------- FF Finish Floor SVB Sheet Vinyl Base 54 min INTERIOR 2 HR FIRE RATING WHERE INDICATED PROJECT NUMBER X n i a i� F&I Furnish(ed) & Install(ed) SVT Solid Vinyl Tile 39-41 ELEVATIONS 3258 V I ; i i i i o Z I i I I i FIN Finish TC Time Clock M FL/FLR Floor TELE Telephone 36 min 42 min 12 max NEW FURRING(GWB) DRAWN BY M i i 10"MI � 'i2 p"MIN* i FPSC Fire Proof Self Closing TPH Toilet Paper Holder 12 24 RP/GS/JF I i i FR Frame, Fire Rated TYP Typical min min FT Foot/Feet Yp c E Y ROOM NUMBER �'`� 17-25 0 � UC Undercut �� „Y. ED ARC SCALE GA Gauge LION Unless Otherwise Noted �� :` EXISTING DOOR TO BE REMOVED �'/�. VCT Vinyl Composition Noted / CCS GB Grab Bar 16-18 GL Glass VCB Vinyl Cove Base ° .__ _ U� $ —� .m , i REVISIONS U C7 DRAWING NUMBER GWB Gypsum Wallboard M co ch E , ' :':: 1 YP VIF Veri In Field M M 7-9 v . , "'` a' EX EXISTING DOOR TO REMAIN CTt �r HAC Housekeeping Aided Closet VWC Vinyl Wall Covering '� \; = � _.: :' HCWB Hollow Core Wood Door W/ With C)NOTE:X=12"IF DOOR HAS BOTH A CLOSER&LATCH HM Hollow Metal WC Watercloset 11 min 6 max s� 0268T- 1 0 Fig. 404.2.3.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS HR Handrail WD Wood 0 FLUORESCENT LIGHT NEW DOOR SOF N D - W I M HR FR Hour Fire Rating WR Waste Receptacle KNEE&TOE CLEARANCE FIXTURE J% ... ............... NOT DRAWN TO SCALE WWM Welded Wire Mesh NOT DRA'NN TO SCALE DOOR TYPE SEAL SHEET NO: 1 OF 18 it North Fork v 'k 4 g. g, I 1 77 7 a T I ............ SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY X.: 4' 30 SF >' � r—26 77 2 k 280 SF, 1 01 SF r r 06 f 87 SF - ---------------------- - ----------- 112 ',1 LD1 101 -------- ------ 101 i=L 11� ('6) ; 30 SF 7 FEC TRAVEL DISTANCE 80'-911 114 2� 124 COMMON PATH 87"-l " % 35 SF 17 SF 37 SF 9 �8 r 397 22 TRAVEL DISTANCE 92'-5" 1 7 12 FEC 2=5 161 ( 14) 3) 1511 3F 3 , 3 HS 262 SF I A ------ ------ 0 1-7 1 � 6 RASH� Hsj� rl 09 05 JU 367 SF 5 SF 53 SF CART 3 �K9 l 19LR 12 SF CY) 31 SF C%4r.21 F. 7SFIII s 30 sf • ISSUE: 3,0, EXIT 10 A 36 Z TO a 0 F 7 z -24 Uj y 63 SF Lu lo NUMBER DESCRIPTION DATE BY Q C 01 DSG-01 SUBMITTAL 8.29.16 GS A FE 31 —D ND. 13 L+j 02 ISSUE FOR BID 1 .30.17 GS 2� 29 1724 u 0. 62 SF :n \34) U) [= I I 1-- 226 SF CRAS CART 03 ISSUE TO PLANNING BRD 11 . 2.17 JF . .. . . . . — 9 3 SF 26 SF 7a�F HSI (i2) 4 25 26 38 3-0' r� 04 ISSUE FOR DOB APPROVAL03.23.18 JF (2 669 133 SF Lu v 97 SF LL 32 1 1 - - C=�.' - .. . I I/EX E IF 291 . A --1 > 36 38 SF.- 43 SF 54 6F,- /* 42 F 273 SF 38 SF. 77 SF 37 SF D DRINKING f. K 7 FOUNTAIN U.C. If o H 5 (15 1 7 07 X. III U) ------- REF.-1 - - M� 1 REF!.. L * ... . �� I . 11\ 27 SF 34 SF AEI L- -i 1 1 22 SF 80 SF ............................ e4n F \e.k V 01 -�.'jij JV'39 L 38 REVISIONS: • FEC NUMBER DESCRIPTION DATE BY UP-Al----> ;7j (�) 0 01 CELLAR DWG ADDITION 10.5.16 GS 56 SF 0 - E: 02 PER DOH COMMENTS 11 .21 .16 GS UP 4R I - I 1 03 PLANNING BRD. COMT'S 10.30.17 JF AREA OF WORK (5,564 SF) L 04 REV'S PER BLDG. DEPT. 03.23.18 JF TOTAL AREA OF WORK TO BE SPRINKLERED UP 313 LIFE SAFETY SCHEDULE LIFE SAFETY LEGEND EGRESS CALCULATIONS VENTILATION REQUIREMENTS NFPA 1012015 EDITION (PER AIA GUIDELINES FOR HOSPITAL&HEALTHCARE FACILITIES 2010 TABLE 7-1) 1 HOUR(1 hr) 1ST FLOOR OCCUPANT LOAD: 5,378 SF/100 SIF PER PERSON 56 PERSONS CONSTRUCTION & OCCUPANCY CHART RATED CONSTRUCTION EGRESS PROVIDED @ 1ST FLOOR: EXIT A(367.3=120PERSONS)(PER NFPA 1017.3.3.1) CODE: tEkE**NII S ROOM AIR MOVEMENT AIR CHANGES DO NOT SCALE PLANS TRAVEL DISTANCE TRAVEL DISTANCE COMMON EXIT B(36'7.3=120 PERSONS)(PER NFPA 101 7.3.3.1) OCCUPANCY: NEW BUSINESS OR ROOMS CLASS'B'&'C' POSITIVE 20/HR ARCHITECT OF RECORD PATH OF TRAVEL 240 PERSONS>56.OK CONSTRUCTION:: 1 STORY WD-FRAMED CONSTRUCTION BLDG. RECOVERY ROOM NEUTRAL 6/HR NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING CONSTRUCTION TYPE: 5B(AREA OF WORK SPRINKLERED) MEDICAL GAS NEGATIVE 8/HR Terjesen Associates, Architects EXIT SIGN NFPA 220 PROCEDURE ROOM POSITIVE 15/HR MAX.TRAVEL DISTANCE: 200'-0'(PER 38.2.6.2)=92'-5-<200'-0' OK BUILDING CONSTRUCTION: TYP 5 B ENDOSCOPY CLEANING NEGATIVE 10/HR 248 West 35th Street 11 th Floor New York, NY 10001 SUBSTERILE NEUTRAL 6/HR COMMON PATH OF TRAVEL DISTANCE: 100'-0" FULLY SPRINKLERED(PER 38.2.5.3) STERLIZATION 212.239.1526 Fax:212.736.7899 NEGATIVE 1O/HR EXIT SIGN vt/DIRECTIONAL ARROW 87'-1"<100'-0"OK \Af DECON NEGATIVE 6/HR E-mail: info@terjesenarchitects.com TOILET ROOMS NEGATIVE 10/HR MAXIMUM DEAD END CORRIDOR: 50'-0"(PER 38.2.5.2)=27'-10"<50'-0"OK EXAM ROOMS NEUTRAL 6/HR SOILED LINEN NEGATIVE 10/HR MECHANICAL ENGINEER 3/4 HR FPSC 314 HOUR FIREPROOF SELF-CLOSING DOOR MINIMUM CORRIDOR WIDTH: 44'(PER 38.2.3.2)=44"PROVIDED OK CLEAN LINEN POSITIVE 2/HR -AYA,COMPLIANCE JANITOR CLOSET NEGATIVE 10/HR EP ENGINEERING e, MINIMUM NUMBER OF EXITS: 2(PER 38.2.4.1)=2 PROVIDED OK S.W.R./SOILED HOLDING NEGATIVE 10/HR NEW PARTITION AS SCHEDULED ALL NEW CONSTRUCTION SHALL COMPLY WIT"01"DA-&ANSI 117.12009 STANDARDS C.W.R./CLEAN HOLDING POSITIVE 4/HR 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 ALL BATHROOM DOORS TO BE NON-SELF CLOSING FIRE ALARM SYSTEM: 24 HOUR CENTRAL STATION MONITORED STERILE STORAGE POSITIVE 4/HR T:212.257.6190 F: 212.994.8091 EXISTING PARTITION TO REMAIN STRUCTURAL ENGINEER LONG ISLAND RAILROAD TRACKSMTA LONG ISLAND RAILROAD TRACKS EXIT REMOTENESS PLAN 75.38' UNITS ON DUNNAGE 12'A30VE 100 YR FLOOD LINE V16"=1`0"SITE PLAN 4 25' DI OIL GENERATOR WITH DOUBLE WALL TANK 350,28, / 1/32" V-1)" / - j I FENCING FENCING F N PROJECT o / EXIT A 1111 I 1-STORY M 111 ONRY&I FRAMEI I I I I F.F. 30.7' North Fork SurgiCenter EXISTING 1111111111111 1 AS I BLDG.fit I PATIENT EXISTINGTREES 0 700 BOISSEAU AVENUE DUMPETER ENTRANCE SIGNAGE TO REMAIN(TYP) SOUTHOLD, NY FENCING — / 1,544" INLET EXIT DRAWING TITLE T EE TO BE B AT MOVED IENT LIFE SAFETY PLAN LFIIIIYSHIEIDED STAFF DROP OFF EXIT WALKWAY BOULARD ENTRANCE HANDICAP REMOTENESS BETWEEN EXITS 79'-0" A ("PICALMIN ,12) 4— ACCESSIBLE SECOND FLOOR CEDAR DOUBLERTREES ROUTE: PLANTED AT 1 0'-01 O.C. S As INTERVAL PER 280_94.C TREE TO BE Z� Z. REMOVED"P) EXIT B / J- - - - � j J - DATE 3.23.2018 °Igo, j 10 IZ7 13 CIO co PROJECT NUMBER md 3258 ISTINGTREES CURB INLET TO RIEMAN REMOTENESS OF EGRESS CALCULATION DRAWN BY OCCUPANCY: DIAGNOSTIC AND TREATMENT CENTER RP/GS/JF �0- DIAGONAL DIMENSION: 154'-4" ED AR SCALE 1 NEW TREE PER 40'-O'AS PER 1/4" = 1'-0" 200-95 B 1/3 DIAGONAL DIMENSION FOR '°b j/ m SPRINKLERED AREA OF BUILDING: 154'-4"/3=51'-6"(PER 7.5.1.4) 10� u DRAWING NUMBER EXIT REMOTENESS: 79'-0"PROVIDED>51'-6" OK 0 0�* G/ TTX A A WF C3 0268 � � S H C-201 . 00 OF N SEAL SHEET NO: 2 OF 18 North Fork 77, 7\ 77 177771 MUNK.'' 7%77 777%, `%%b% 7 T W7 7 77777 77 T. T. 117 ft k Alvftw I A N.� IL I 2L SurgiCenter x� 1H----- 700 BOISSEAU AVE, SOUTHOLD, NY 0: x- /X �j 30 SIF > it >\ r L t- 1 114111 21 < r26 I12 28.0 SF X, 101 SF F 87 SIF 20 --------— /--------- ----------- ---------— -----------1 30 SF ---------—---------_ ------ 112 ------------I 03) 7 ,7 FEC _Z Z TRAVEL DISTANCE 80'-9" Qv T COMMON PATH 87-1" X., 124 -n Z 35 SIF \,x. X39 TRAVEL DISTANCE 921-5" j 1IJ 19 17 SIF 37 SF X 18) IN < < Zl /* . - I JAI '/[�2n5 -------- 14 13 ------------ 12 FEC 262 SIF 33" 1111 SIF 4. ------ 6a HS, 1A H� _406 S T x C AR > O 02 X, U 367 SIF 53 SF x 35 SF ILI R L < 00 12 SIF , : ,. . 31 SIF 30 sf A F. 2218 - , , .. , . ... ., ... 11 : 57 SIF II I 1V ISSUE: X EXIT < A W 4;� -0, j NUMBER DESCRIPTION DATE BY T:bm 63 SIF L_�_ 29 1 a 28 C) 7 SF -7 7 vv ; .DEAD END . 31 < j k\k 01 DSG-01 SUBMITTAL 8.29.16 GS X**"V_` /. - - Z" Fc:r L 62 SF + 02 ISSUE FOR BID 1.30.17 GS > AI. >: CART, 7'-10", 34 . 226 SIF 2 32 ,, :CRA SH C/) X 7 \/x X x, �_...... .. 9 3 SIF 26 SF 7&�F HSI y 4f 03 ISSUE TO PLANNING BRD 11 .02.17 JF 'F 24 25 26)' ,, Q — 62 SIF K X X. v, F 387 .7 1 1 .. 04 ISSUE FOR DOB APPROVAL03.23.18 JF 'X 133 SIF Uj 09 t I rO4 L F73 > C\) • ..273 SF '54S 38 SF 44 SIF 38 SF... "33 97 SF 43 SIF E 37 SIF D DRINKING FOUNT < X 42 IF 77 SF < 15 F_ 7 1 081) REF!.. uj X.: 15 07) ET --j 11 _ J 27 SF 34 SIF mW SF 0 - L-_j 22 80 SIF 0 Lu AM` 1\41,111-1 %%ft" ft, thd K77 i I nawk Ana, 6 Aftw� A\\ ft b 4411\1 477 14% aw .46, 16A 38 110N lh\\\ \11131t I%%h Aft 7— �Mftft b Wk REVISIONS: uP EXIT FEC NUMBER DESCRIPTION DATE BY 37 w — 56 SIF D_ o 01 CELLAR DWG ADDITION - 0 10.5.16 GS u) UP 4R 02 PER DOH COMMENTS 11.21.16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF AREA OF WORK (5,564 SF) 04 REV'S PER BLDG. DEPT. 03.23.18 JF TOTAL AREA OF WORK TO BE SPRINKLERED 7 c:) UP 3R c-9 w LIFE SAFETY LEGEND EGRESS CALCULATIONS LIFE SAFETY SCHEDULE NFPA 1012015 EDITION VENTILATION REQUIREMENTS 1 HOUR(1hr) 1ST FLOOR OCCUPANT LOAD: 5,378 SF1100 SF PER PERSON 56 PERSONS RSONS OCCUPANCY CHART (PER AIA GUIDELINES FOR HOSPITAL&HEALTHCARE FACILITIES 2010 TABLE 7-1) Eflk� -0\ RATED CONSTRUCTION CONSTRUCTION & OCCU EGRESS PROVIDED @ IST FLOOR: EXITA(367.3=120PERSONS)(PER NFPA 1017.3.3.1) 3"_F,,I9, \\ ROOM AIR MOVEMENT AIR CHANGES �LT\ DO NOT SCALE PLANS '31 TRAVEL DISTANCE TRAVEL DISTANCE COMMON EXIT B(367.3=120 PERSONS PER NFPA 1017.3.3.1) OCCUPANCY: NEW BUSINESS PATH OF TRAVEL 240 PERSONS>56 OK OR ROOMS CLASS'B'&'C' POSITIVE 20/HR ARCHITECT OF RECORD CONSTRUCTION TYPE: 5B(AREA OF WORK SPRINKLERED) CONSTRUCTION:: 1 STORY WD-FRAMED CONSTRUCTION BLDG. RECOVERY ROOM NEUTRAL 6/HR EXIT SIGN NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING MEDICAL GAS NEGATIVE WHIR C4 Terjesen Associates, Architects MAX.TRAVEL DISTANCE: 200'-0"(PER 38.2.6.2)=92'-5"<200'-0" OK NFPA 220 PROCEDURE ROOM POSITIVE 15/HR ` BUILDING CONSTRUCTIOI`J: TYP 5 B ENDOSCOPY CLEANING NEGATIVE 10/HR 248 West 35th Street 11th Floor New York, NY 10001 COMMON PATH OF TRAVEL DISTANCE: 100'-0" FULLY SPRINKLERED PER 38.2.5.3) SUBSTERILE NEUTRAL 6/HR EXIT SIGN W/DIRECTIONAL ARROW STERLIZATION NEGATIVE 10/HR 212.239.1526 Fax:212.736.7899 87'-1"<100'I OK DECON NEGATIVE 6/HR TOILET ROOMS NEGATIVE 10/HR E-mail: info@terjesenarchitects.com 3/4 HIR FPSC 3/4 HOUR FIREPROOF SELF-CLOSING DOOR MAXIMUM DEAD END CORRIDOR: 50'-0"(PER 38.2.5.2)=27'-10"<50'-0"OK EXAM ROOMS NEUTRAL 6/HR SOILED LINEN NEGATIVE 10/HR MECHANICAL ENGINEER AlDh-COMPLIANCE MINIMUM CORRIDOR WIDTH: 44-(PER 38.2.3.2)=44"PROVIDED OK CLEAN LINEN POSITIVE 2/HR JANITOR CLOSET NEGATIVE 10/HR ENGINEERING NEW PARTITION AS SCHEDULED ALL NEW CONSTRUCTION SHALL COMPLY WITH MINIMUM NUMBER OF EXITS: 2(PER 38.2.4.1)=2 PROVIDED OK S.W.R./SOILED HOLDING NEGATIVE 10/HR EP E .?Q1(YADA &ANSI 117.12009 STANDARDS C.W.R./CLEAN HOLDING POSITIVE 4/HR 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 EXISTING 3 PARTITION TO REMAM ALL BATHROOM DOORS TO BE NON-SELF CLOSING FIRE ALARM SYSTEM: 24 HOUR CENTRAL STATION MONITORED STERILE STORAGE POSITIVE 4/HR T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER 81:FE PLAN LONG ISLAND RAILROAD TRACKS MTA LONG ISLAND RAILROAD TRACKS EXIT REMOTENESS PLAN ' 1/32"=VI AIC UNITS ON DUNNAGE 12'ABOVE 100 YR FLOOD LINE 1/16" V-1)" EL OIL GENERATOR WITH DOUBLE WALL TANK-\,,, 74.25' DS 350.20' All Z FENCING FENCING-�' �,A. / / / / A 9L I / /� / PROJECT / / EXIT I A // -STORY MASONRY&FRAME BLDG.F.F. 30.T EXISTING 1 MITI r/7 7/17 PATIENT North Fork Sur giCenter EX STING TREES G 700 BOISSEAU AVENUE DUMPSIER ENTRANCE SIGNAGE TO REMAIN(TYP.) FENCINGMENS/ON` SOUTHOLD, NY 154'4" INLET EXIT T EE TO BE B MOVED n ��PATIENT DRAWING TITLE FULLY SHIELDED STAFF DROP OFF WALKWAY LIFE SAFETY PLAN BOLLARD ENTRANCE HANDICAP EXIT DOUBLE ROW 2'MIN PPICAL,12) ACCESSIBLE REMOTENESS BETWEEN EXITS 79'-0" A CEDAR TREES ROUTE SECOND FLOOR PLANTED AT 10--0- 0 C.INTERVALS AS PER 280-94.0 EE TO BE TR 08 07 REMOVED FYP) T / �J 09 / Q DATE 10 11 /12 /1� 3.23.2018 ��/ co PROJECT NUMBER '-'b� j` ISTING TREES 3258 CURB INLET TOREMAIN REMOTENESS OF EGRESS CALCULATION DRAWN BY �9- All OCCUPANCY: DIAGNOSTIC AND TREATMENT CENTER RP/GS/JF I NEW TREE PER DIAGONAL DIMENSION: 154'-4" ?,eD A&C SCALE 40'-0-AS PER /y/ 280-95.13 Z, 1 113 DIAGONAL DIMENSION FOR 1/411= 11-011 SPRINKLERED AREA OF BUILDING: 154'-4"13=51'-6"(PER 7.5.1.4) CDA cr 0 DRAWING NUMBER M EXIT REMOTENESS: 79'-0"PROVIDED>51'-6" OK 0 0 57 � s�9 68 S H C-201 . 00 SEAL SHEET NO: 2 OF 18 North SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY — — — — — — — — — — — — \ \ O / h \ N \ ISSUE: YCERTIFIED TO: NUMBER DESCRIPTION DATE BY DE 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS MAP NO.: JOB NO.: 2016-261 03 ISSUE TO PLANNING BRD 11.02.17 JF 04 T FSO 0 FILED: ISSUE FOR DOB APPROVAL03.23.18 JF SUFFOLK COUNTY, NEW YORK REVISONS: 10 10 0 20 40 60 80 100 110 140 160 180 SCALE: I' = 40' DATE: MARCH 22, 2013 LOT AREA: 50 860 SQ.FT. = 1.168 ACRES ELEVATIONS HEREON REFER TO NAVD 1988 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS REVISIONS: s• � LICENSE NO.:050363 NUMBER DESCRIPTION DATE BY • ' 01 CELLAR DWG ADDITION 10.5.16 GS HANDS ON SURVEYING 02 PER DOH COMMENTS 11.21.16 GS • 26 SILVER BROOK DRIVE N • FLANDERS, NEW YORK 03 PLANNING BRD. COMT'S 10.30.17 JF • 11901 04 REV'S PER BLDG. DEPT. 03.23.18 JF . ,� TEL (631)-369-8311 — FAX:(631)-369-8313 M111111ji, 111113v LiCOPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE e CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. 44-14# `off 4 �MP DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects / 248 West 35th Street 11th Floor New York, NY 10001 u 212.239.1526 Fax:212.736.7899 s .. E-mail: info@terjesenarchitects.com $ ►sar �� r ►�xr ara MECHANICAL ENGINEER R EP ENGINEERING S�a��o 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 w � T:212.257.6190 F:212.994.8091 kiA � E • STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE EXISTING SURVEY DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF DA C SCALE 1" = 40'-0" U �C) DRAWING NUMBER 06$ �� A-0(.7F N� 10 . 0 0 SEAL SHEET NO: 3 OF 18 ................. .....------------- ...........----------- ...................... ................................................................................ ............................ ......................................................... .........................____.......................................................... ..................................................... .............. ...................... ............... ....... ............... .............. ............................ 75.38' LONG ISLAND RAILROAD TRACKS M.T.A. A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE LONG ISLAND RAILROAD TRACKS North Fork 4.25' OIL GENERATOR WITH DOUBLE WALL TANK 350.28 NEW GRASS AREA t�ouCenter �s I 40 ' Sgi FENCING FENCING A/C X Lu r 700 BOISSEAU AVE, SOUTHOLD, NY 15'-2" 46'- " F7 C7 NEW GRASS AREA H 11 1 H 11 1 11 11 1 q 1 11 11 H H I 1 11 1 11 1 1 1 1 H I 111 0 11 1 1 11 1 P 11 11 1 1 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 1 It I I I EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' 18 17 16 15 14 1 CO MRPATIENT o DUMPSTER 9 ENTRANCE SIGNAGE V11771 FENCING C14 CN 04, 1111111 Mill CURB INLET -F NOTES PATIENT STAFF C:E: 1. THE BASEMENT TO BE USED AS STORAGE ONLY & ANY FULLY SHIELDED STAFF DROP OFF <? WALKWAY OTHER USE WILL REQUIRE AN AMENDED SITE PLAN BOLLARD ENTRANCE HANDICAP ISSUE: APPLICATION. (TYPICAL,12) io C? +_ ACCESSIBLE NUMBER DESCRIPTION DATE BY 2. THIS MEDICAL OFFICE IS FOR USE BY NO MORE THAN TWO ROUTE 01 DSG-01 SUBMITTAL 8.29.16 GS PHYSICIANS / DENTISTS AT ANY ONE TIME. MORE THAN TWO 02 ISSUE FOR BID 1.30.17 GS AT ANY TIME WILL REQUIRE AN AMENDED SITE PLAN TO 03 ISSUE TO PLANNING BRD 11.02.17 JF EVALUATE PARKING REQUIREMENTS. 4:r 04 ISSUE FOR DOB APPROVAL03.23.18 JF 08 07 06 05 04 03 02 01 3. EMERGENCY GENERATOR TO BE ENCLOSED IN SKIN-TIGHT VANDAL-RESISTANT, WEATHERPROOF STEEL HOUSING (SEE Pd SHEET E-802 SECTION 2.10 FOR FULL SPECS), WITH A LEVEL 2 ACOUSTIC ENCLOSURE. Pd 09 .37, 4. SOUND LEVEL MEASURED AT 10 FEET FROM EXHAUST 10 11 12 13 7 44) DISCHARGE AFTER INSTALLATION SHALL BE 85 DBA OR LESS; a REVISIONS: Gj AVERAGE SOUND LEVELS WITH A LEVEL 2 ACOUSTIC cn tt;o ENCLOSURE IS 73.1 DBA @ A DISTANCE OF 23 FEET. 10 NUMBER DESCRIPTION DATE BY 30, CID .0, 01 -CELLAR DWG ADDITION 10.5.16 GS 5. EMERGENCY GENERATOR TO UNDERGO DESIGN WALL 1 Q02 PER DOH COMMENTS 11.21.16 GS PROTOTYPE TEST, FINAL PRODUCTION TEST, AND ANNUAL CD C, CURB INLET 03 PLANNING BRD. COMT'S 10.30.17 JF SITE TESTS BY A LOCAL REPRESENTATIVE. THE ENGINEER, T_1a Q 04 REV'S PER BLDG. DEPT. 03.23.18 JF REGULAR OPERATORS, AND MAINTENANCE STAFF TO BE NOTIFIED OF THE TIME AND DATE OF THE SITE TEST (SEE 0 0 E-801 SECTION 1.06 FOR FULL SPECS) NEW GRASS AREA SIGNAGE - 5'-0" TOP VIEW E 8- ------- NOTE:ALL CURB CUTS AND DROP CURBS TO CONFORM WITH DO NOT SCALE PLANS UFAS(UNIFORM FEDERAL ASSESSIBILITY STANDARDS) 700 A30ISSEAU "Option Vig!Letters** SECTION 4.7.1 THRU 4.7.8(SEE DETAILS ABOVE) ARCHITECT OF RECORD 36" 3/4"T ick NORTH FORK Tx 8'Wide InsloX Terjesen Associates, Architects Single Sided 24.Sq. Ft. Y AdJoIng pe shall SURGERY CENTER Single Sided 248 West 35th Street 11th Floor New York, NY 10001 56"Overall height off ground not exceed 1.20 slope= Y.X where X is a level plane 40 Wood 4"x 4"CCA Posts with Cement U U With PVC 5"x 5"Sleeve - 212.239.1526 Fax:212.736.7899 F Placed behind the signs #6 REINFORCING BAR E-mail: info@terjesenarchitects.com WZ00/' 7'00� �� 20" n walk attest FRONT VIEW MECHANICAL ENGINEER 7�7 0 FIG.1 'I MEASURMENT OF CURB RAMP SLOPES (UFAS pg424) kW L EP ENGINEERING SIGN TO BE UNLIT. D PRECAST CONCRETE WIEELIT11S The romp slope is a ratio equal to the SEE SITE PLAN 1 110 WILLIAM STREET,32ND FLOOR NEWYORK, NY 10038 SC 1 ll� _0 ALE. 1/2 _1 vertical rise divided by the horizontal 2'-9" T:212.257.6190 F:212.994.8091 run. The adjoining slope at walk or WIRE MESH 112" EXP JT. 8„ street shall not exceed 1 :20. 1/2"DIA 8' LONG SIDEWALK STRUCTURAL ENGINEER ASPHALTIC CONCRETE ill 3" 4 PREMOULD JOINT FILLER TOP COURSE REPAIR 3'-0" 4" CONC. SIDEWALK ASPHALTIC WIDE PER DOT -7 3/4" EXP. JT. A CRETE REQUIREMENT 4 4 4 o BINDER COURSE op (� . .4 NEW STEEL CURB )0 Fa X40°0 A < z,06 C)q, (50 0 (Z)o 0 SEE WALL SECTION < ('�bC7' o Q co Q)o (_�b (�7�O 0 --COMPACTED 20 , <:::) ;z P, Q, 4'-0 1/A708 C:) 0 0 z, AGGREGATE BASE cmoo 4 C��O 10; 0 .5c PROJECT GRAVEL 0 -.o 0 cz� 0 )0 lz� L?OZ) . 0 0 co QO, (Z:) 0 o o COMPACTED o 00 0 o SUBGRADE 4 Q) 0 o 90 North Fork SurgiCenter Y��P00000'�-" os)o':�)' 2:0" 0o Z_ 90 flared si do PARKING LOT Q> -Mo 7 STREET--REPAIR 700 BOISSEAU AVENUE 0 CD oo o 3'-0" WIDE PER DOT ASPHALT PAVEMENT 1 0 =18.3% REQUIREMENTS SOUTHOLD, NY SCALE:1 1/2"=1'-0" A 4" BASE COURSE 8.3% 8.3% FIG.12o FLARED SIDES (UFAS pg424) — SEALANT If the landing depth at the top of a 8 DRAWING TITLE PREMOLDED FILLER # curb romp is less than 48 in ch e s, SIDEWALK M7171T SITE PLAN CONCRETE 6 then the slope of the flared side shall RAMP PAVEMENT not exceed 1 :12. F SECTION @ DROP CURB SEE CU 'Y' SCALE:1 1/2"=1'-0" @SCALE.L 11MV -P"L 4. EXP JT WELDED 4ASPHALT W/SEALANT WIREMESH DATE 0�) o .0 oq�DV A PAVEMENT W ELDED EXP. JT. 3.23.2018 6 .. F — 8.3% 8.3% PLANTING BED XP. JT. WIREME H BRICK PAVERS CONSTRUCTION JOINT PROJECT NUMBER 4' C:? 01. - _... - ' I . .. . . . . . - Q0 o Ln SET IN SAND 00 4� 117 J 11 C X. C) 8.3% I .4 SIDEWALK -Izl- 00 4 F 3258 •4 1 4 Co o0000 o o 0 Lr) X DRAWN BY oo (Z' --Z7- 0 �3 oo C" Ij A. 0 (Z)o o POROUS PAVEMENT o o RP/GS/JF Q) o0o D 0- 0000 0 0 o 0 00 0 o 4 )oo 4 0, G �Poo Q) 0 0. Q:) o o G 60 -0 eo 0 0 o 1�1 4- 01 'o -0 Q) 618 0 o 0 go' &0- �991 - )oo o go 0 4t-Ot? .. CUT -co 0o 0 o oo oo CMO G 60 /Aq o 0 0 0 0 Wo SCALE <� 000 00 0 F90 C� Q) + <50 0 1/16" DROP SLAB DROP SLAB DROP SLAB WO I DRAWING NUMBER 8" ----7F CONCRETE SIDEWALK EXP IT IA 61: CON' 1/2"=1'-0" S� ED ST =1� O�Ull CUTS AND R111 _SC A—L E--. 2�1 PEDESTRIAN aG COMPLY W1 ALL NYC DOT E�PAVEMENT EDGE DETAIL RI �A A 6 0 0268 -�o¢� -050 . 00 IR E REQUIREMENTS. NOTE: PEDESTRIAN DROP CURBS TO BE �EIIIT RE !01��IEI�IEDIJAIL RE DETAIL lz�OFF7 N CB ss cl C J/ 1� O�AIL T' CO T� CO T� CONCRETE ALE.1 2 - SC 1 1 _0 -0 _0 GROOVED PER ADA & NYC REQUIREMENTS ALE. /2U1 0SCALE /2 SCALE /2 1 STLE. /2 -T O'� SEAL SHEET NO: 4 OF 18 North LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS 75.38' A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE .01 SurgiCenter 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' a o 700 BOISSEAU AVE, SOUTHOLD, NY � �- NEW GRASS AREA v FENCING FENCING A/C w ' � Q o AIC C�. N o NEW GRASS AREA10 -� EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' `pnl mQ v b o Co PATIENT EXISTING TREES 10 DUMPSTER ENTRANCE SIGNAGE TO '°' REMAIN(TYP.) 'tea, FENCING o ROM 9;On N ilr Q o ;, ,,,.,,_ ,, ,;;"°('/\ �;•`' �„► X3:8„� o C B INLET ' •"�A�; - �ur^°,,=,;,.� � � �", ISSUE: REE TO BE TREMOVED PATIENT Z ' s NUMBERDESCRIPTION DATE BY (NP) FULLY SHIELDEC STAFF Z DROP OFF o 01 DSG-01 SUBMITTAL 8.29.16 GS WALKWAY BOLLARD ENTRANCE o HANDICAP 02 ISSUE FOR BID 1.30.17 GS a (TYPICAL,12) ACCESSIBLE 03 ISSUE TO PLANNING BRD 11.02.17 JF DOUBLE ROW 2"MIN ROUTE CEDAR TREES o 04 ISSUE FOR DOB APPROVAL03.23.18 JF PLANTED AT 10'-0” O.C.INTERVALS AS o Q PER 280-94.0 TREE TO BE REMOVE (TYP.) v b a 08 07 06 05 04 03 02 01 10 4tj • ,pn � J 09 40 Q" REVISIONS: `7913 P b Q NUMBER DESCRIPTION DATE BY 10 11 12 13 7 C0j01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11.21 .16 GS 3p30'.0' Q0 03 PLANNING BRD. COMT'S 10.30.17 JF d 04 REV'S PER BLDG. DEPT. 03.23.18 JF ISTING TREES Q • o CURB INLET TO REMAIN • b � a • OQ- o NEW GRASS AREA 0 1 NEW TREE PER 40'-0"AS PER DO NOT SCALE PLANS 280-95.6 �p:p„ ARCHITECT OF RECORD n � b ~ Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 oQ E-mail:info@terjesenarchitects.com n MECHANICAL ENGINEER EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE NOTES SOUTHOLD, NY - EXISTING TREES NOT ENCROACHING ON PARKING LOT AND CONSTRUCTION DRAWING TITLE ACTIVITIES TO REMAIN. - NEW TREES TO BE PLANTED WHERE SPACES GREATER THAN 10'-0" ALONG PLANTING PLAN NORTH EDGE OF SITE EXIST PER 280.94C - ALL NEW TREES TO BE CEDAR. DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF DA&C,yf SCALE 1/16" = 1'-0" DRAWING NUMBER 0 68 �Q A-051 . 00 'SOF N SEAL SHEET NO: 5 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES iNorth EXISTING PARTITION TO REMAIN PARTITION TO BE REMOVED A. GENERAL REMOVAL partial circuits and outlets affected by this work, except _.................._........__ Sury where Architect gives written permission for outage for 1. The Contractor prior to submitting his bid, shall field specified time. A'ftaiCe e r DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade. Where the6. Provide reconnections and temporary installations as 700 BOISSEAU AVE, SOUTHOLD, NY drawings are not in agreement with the actual field required. Remove at job completion. The fire alarm conditions, the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating �' 1= those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain; However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFICREMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH C. PLUMBING DEMOLITION FLOORING, CEILINGS, ADJACENT SURFACES IF 3. The Contractor shall be held responsible for any REQUIRED. REMOVE & DISCONNECT ALL ELECTRICAL damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all ti ,�' REQUIRED. WIRING,OUTLETS,REMOVE AND SWITCHES. repair any damage caused, without extra charge to the existing plumbing fixtures, devices, miscellaneous o� Owner. Repair all existing surfaces at locations of systems, piping and equipment with a detailed field T m` 0-2-1 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS removal, or new construction including flooring, base, survey. Where existing equipment scheduled to PATCH FLOORING, CEILINGS, ADJACENT SURFACES IF painting, ceiling, etc. remain is located in a wall and/or ceiling scheduled to REQUIRED. be removed, the Contractor shall incorporate in his bid ^' 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated 03 REMOVE EXISTING DOORS AND FRAMES,AS concerning the location of concealed structural plumbing, venting, fittings, etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment. Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures, devices, miscellaneous Contractor is to proceed with caution during all systems, equipment, etc. are located in walls and/or 04 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed, the Contractor shall REQUIRED FOR NEW WORK WOR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing, conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc., where required, due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW FLOORING, AS REQUIRED walls, partitions, and brackets, etc. ISSUE: (ASSUME 5% OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves, cr operation traps, etc. NUMBER DESCRIPTION DATE BY WILL REQUIRE NEW SUBFLOORING) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS REMOVE ALL ELECTRICAL, WIRING, CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided, wherever necessary, for such equipment. 06 02 ISSUE FOR BID 1 .30.17 GS AND OTHER WIRING NOT INDICATED TO REMAIN IN existing electrical lighting fixtures, devices, Location shall be coordinated with other trades. PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED miscellaneous systems and equipment with the 03 ISSUE TO PLANNING BRD 11 .02.17 JF OR MODIFIED architectural removal plan. Where existing equipment D. HVAC REMOVAL scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF 07 REMOVE EXIST TOILETS, SINKS, ETC.AND ALL PLUMBING scheduled to be removed, the Contractor shall existing duct, devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CEILINGS ON FLOORS BELOW equipment with all associated conduit, wire, hardware, existing equipment scheduled to remain is located in a DISTURBED BY NEW PLUMBING OR OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed, the equipment. contractor shall incorporate in his bid a price for Og REMOVE ALL HVAC EQUIPMENT NOT INDICATED TO relocating the equipment with all associated plumbing, REMAIN. 2. Where existing electrical lighting fixtures, devices, venting, fittings, etc. in order to insure proper operation miscellaneous systems, equipment, etc. are located in of relocated equipment.where existing plumbing Og REMOVE ALL HVAC DUCTWORK AND PIPING NOT walls and/or ceilings scheduled to be removed, the fixtures, devices, miscellaneous systems, equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc. are located in walls and/or ceilings scheduled to be demolished, the contractor shall disconnect and REVISIONS: 3. In general, there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall 10 REMOVE EXISTING CABINET, SINK AND PLUMBING finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY PIPING WHERE NECESSARYY.. PATCH WALLLL AND FLOOR AS Architect. Contractor shall provide all hardware, walls or newly furred spaces. 01 CELLAR DWG ADDITION 10.5.16 GS REQUIRED. equipment, conduit,wire, etc. to bypass all outlet that 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS& fall within this category. Only existing and new outlets 02 PER DOH COMMENTS 11.21.16 GS RAILINGS. PATCH FLOORING&ADJACENT SURFACES containing active devices (receptacles, switches, 03 PLANNING BRD. COMT'S 10.30.17 JF AS REQUIRED. telephone) shall be extended, relocated and installed to their new wall locations. 04 REVS PER BLDG. DEPT. 03.23.18 JF 12 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However, all changes 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. cannot be detailed completely on the drawings, some removals and reallocations of existing electric work will F1 4-1 REMOVE EXISTING ELEVATOR CAB AND EQUIPMENT. be necessary for satisfactory performance of this and REMOVE EXISTING ELEVATOR DOOR AND FRAME. other trades. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders, circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD > '�: Terjesen Associates, Architects UP 248 West 35th Street 11 th Floor New York, NY 10001 10 Aft 11% ��; 212 2391526 Fax:212 736 7899 k. 1101: 1110\661 Fmak_ '22% 21267\7' 77ILD I A 116L E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER I EP ENGINEERING Ilk L 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T: 212.257.6190 F:212.994.8091 4111, ff NN STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter L 700 BOISSEAU AVENUE SOUTHOLD, NY UP DRAWING TITLE Ahk CELLAR FLOOR REMOVAL PLAN L DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY ak Rh \: \ \ \\; : 77 RP/GS/JF F sa D A&C SCALE mak: ,;��r�� 1/411= 1'-0„ 11; U r DRAWING NUMBER m 1r 0268 © DM- 1 00 .00 OF N SEAL SHEET NO: 6 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES North Fork EXISInNG PARTITION TO REMAIN ■ ---------.-.--- A. GENERAL REMOVAL partial circuits and outlets affected by this work, except PARTITION TO BE REMOVED where Architect gives written permission for outage for r f e n e r 1. The Contractor prior to submitting his bid, shall field specified time. DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade. Where the6. Provide reconnections and temporary installations as 700 BOISSEAU AVE, SOUTHOLD, NY drawings are not in agreement with the actual field required. Remove atjob completion. The fire alarm conditions, the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain-, However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFICREMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH 3. The Contractor shall be held responsible for any C. PLUMBING DEMOLITION FLOORING, CEILINGS, ADJACENT SURFACES IF damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all REQUIRED. REMOVE & DISCONNECT ALL ELECTRICAL y, WIRING,OUTLETS, AND SWITCHES. repair any damage caused, without extra charge to the existing plumbing fixtures, devices, miscellaneous mom Owner. Repair all existing surfaces at locations of systems, piping and equipment with a detailed field T 02 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS removal, or new construction including flooring, base, survey. Where existing equipment scheduled to PATCH FLOORING, CEILINGS, ADJACENT SURFACES IF painting, ceiling, etc. remain is located in a wall and/or ceiling scheduled to REQUIRED. be removed, the Contractor shall incorporate in his bid N 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated 03 REMOVE EXISTING DOORS AND FRAMES, AS concerning the location of concealed structural plumbing, venting, fittings, etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment. Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures, devices, miscellaneous Contractor is to proceed with caution during all systems, equipment, etc. are located in walls and/or 04 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed, the Contractor shall REQUIRED FOR NEW WORK WOR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing, conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc., where required, due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW FLOORING,AS REQUIRED walls, partitions, and brackets, etc. ISSUE: (ASSUME 5% OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves, cr operation traps, etc. NUMBER DESCRIPTION DATE BY WILL REQUIRE NEW SUBFLOORING) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS 06 REMOVE ALL ELECTRICAL, WIRING, CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided, wherever necessary, for such equipment. 02 ISSUE FOR BID 1.30.17 GS AND OTHER WIRING NOT INDICATED TO REMAIN IN existing electrical lighting fixtures, devices, Location shall be coordinated with other trades. PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED miscellaneous systems and equipment with the 03 ISSUE TO PLANNING BRD 11 .02.17 JF OR MODIFIED architectural removal plan. Where existing equipment D. HVAC REMOVAL scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF 07 REMOVE EXIST TOILETS, SINKS, ETC. AND ALL PLUMBING scheduled to be removed, the Contractor shall existing duct, devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CE=ILINGS ON FLOORS BELOW equipment with all associated conduit, wire, hardware, existing equipment scheduled to remain is located in a DISTURBED BY NEW PLUMBING OR OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed, the equipment. contractor shall incorporate in his bid a price for FO-8 REMOVE ALL HVAC EQUIPMENT NOT INDICATED TO relocating the equipment with all associated plumbing, REMAIN. 2. Where existing electrical lighting fixtures, devices, venting, fittings, etc. in order to insure proper operation miscellaneous systems, equipment, etc. are located in of relocated equipment. where existing plumbing pg REMOVE ALL HVAC DUCTWORK AND PIPING NOT walls and/or ceilings scheduled to be removed, the fixtures, devices, miscellaneous systems, equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc. are located in walls and/or ceilings scheduled to be demolished, the contractor shall disconnect and REVISIONS: 10 REMOVE EXISTING CABINET, SINK AND ALL PLUMBING 3. In general, there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY PIPING WHERE NECESSARY. PATCH WALL AND FLOOR AS Architect. Contractor shall provide all hardware, walls or newly furred spaces. 01 CELLAR DWG ADDITION 10.5.16 GS REQUIRED. equipment, conduit, wire, etc. to bypass all outlet that 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS & fall within this category. Only existing and new outlets 02 PER DOH COMMENTS 11 .21.16 GS RAILINGS. PATCH FLOORING&ADJACENT SURFACES containing active devices (receptacles, switches, 03 PLANNING BRD. COMT'S 10.30.17 JF AS REQUIRED. telephone) shall be extended, relocated and installed to their new wall locations. 04 REVS PER BLDG. DEPT. 03.23.18 JF 12 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However, all changes 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. cannot be detailed completely on the drawings, some removals and reallocations of existing electric work will Fl-4-1 REMOVE EXISTING ELE=VATOR CAB AND EDUIPMENT. be necessary for satisfactory performance of this and REMOVE EXISTING ELEVATOR DOOR AND FRAME, other trades. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders, circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD Di 0 Terjesen Associates, Architects 48 West 35th Street 11th Floor Ne w York, NY 10001 Fax: u 212.736.7899 "Okk.. 77, E-mail: info@terjesenarchitects.com E MECHANICAL ENGINEER EP ENGINEERING 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 11 T:212.257.6190 F:212.994.8091 01 06 01 06 01 06 i...,.... 02 09 02 09 STRUCTURAL ENGINEER 02 09 03 10 03 10 03 10 04 12 04 12 01 04 12 1305 16 PROJECT enter ....... ....... ... ........... ... :..... ..... . North 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE 1 ST FLOOR 01 0602 07 01 06 01 06 03 09 \: REMOVAL PLAN 02 09 02 09 03 10 04 10 03 10 04 04 12 O1 ... ........ ............... ..... 01 06 05 02 09 „ ..... DATE 03 10 04 01 06 01 06 3 23 2018 DN PROJECT NUMBER 03 02 07 02 09 01 06 EO4 06 03 07 :. `I 07 03 04 10 04 1 3258 0 . ...... 10 10 \ 03 DRAWN BY �.. 711 7 FINLL a\ .. \ \ a\ \ .\.. ,: : :. _..._._ 03 .� QED ARC/ SCALE 03 07 � 114"= 1'-011 04 09 DRAWING NUMBER 10 rn 00 26 OF N� 0M- 101 .00 � SEAL SHEET NO: 7 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTION A EXISTING WALL TO BE REMOVED 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPAE O2 WITH ACST INSULATION(U.O.N.) North For EXISTING CONSTRUCTION 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. TO REMAIN 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE � r i e n e r NEW PARTITION &MR GWB ABOVE. ��-SOUND INSULATION WHERE 01 A INDICATED 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN 700 BOISSEAU AVE, SOUTHOLD, NY 2hr INDICA77ES PARTITION TYPE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. FIRE RATING WHERE INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 4/ OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. � C EXISTING DOOR TO BE REMOVED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT EX EXISTING DOOR TO REMAIN ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. EX XII TING ^A 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13 (U.O.N.). \ 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. > ti y j� NEW DOOR AND FRAME 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE moi DOORTYPE AT ALL SCREW HOLES AND JOINTS. I INTERIOR ELEVATION INDICATION 00 INTERIOR ELEVATION NUMBER N 01 XXX ROOM TAG ROOM NAME 000 ROOM NUMBER SF ROOM SQUARE FOOTAGE 1 HR FIFE RATED PARTITION ISSUE: NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 03 ISSUE TO PLANNING BRD 11 .02.17 JF OEXTERIOR 04 ISSUE FOR DOB APPROVAL03.23.18 JF STAIR EXISTING GAS METER lk a: " \\o \:EXE ��\ \\\ . ��: -\ 7'_8° 5'-8" T_0�� NEW WATER REVISIONS: HEATERS �_y IN NUMBER DESCRIPTION DATE BY z bo Ars a _ 01 CELLAR DWG ADDITION 10.5.16 GS EXISTING SUMP 46 'cam WAT R ` 02 PER DOH COMMENTS 11.21.16 GS AHU az SF PIT TO REMAIN �' HEATER Nil 0 VACUUM B3 79 SF k 03 PLANNING BRD. COMT'S 10.30.17 JF j:!:SFr,) 04 REV'S PER BLDG. DEPT. 03.23.18 JF k FEC B6 DISTRIBUTION PANEL AHU NEW 62 MECH DO NOT SCALE PLANS DGP 47 105 SF ,j lLJ ARCHITECT OF RECORD \� UP SEEN BASEMENT DONESTIC WATER Ter'esen Associates, Architects �, 44 BOOSTER PUMP - 1739 SF 248 West 35th Street 11th Floor New York, NY 10001 --- - \. - . N 212.239.1526 Fax:212.736.7899 'B4 137 E-mail: info@terjesenarchitects.com FLUE IN EXISTING e CHIMNEY MECHANICAL ENGINEER SJRIs RIEP ENGINEERING ' 49 12-0" 49 \ lo 73 SF 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 - - 411 T:212.257.6190 F:212.994.8091 B5 SPRINKLER BOOSTER PUMP CO STRUCTURAL ENGINEER AMAWS .466, las e:. 6 \. PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE CELLAR FLOOR CONSTRUCTION PLAN- SOUTHOLD, NY SCALE: 3/16" = 1'-0" 410 SQFT (NO CHANGE) DRAWING TITLE CELLAR FLOOR CONSTRUCTION PLAN DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF ,p,SD A&C'`>� SCALE 3/16"= 1'-0° X CU n DRAWING NUMBER rn it sT� 0268 © A-200 . 00 OF N SEAL SHEET NO: 8 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTION 1. ALL GWB PARTITIONS SHALL BE 5' THICK,TYPA O WITH ACST INSULATION(U.O.N.) North Fork — — — — EXISTING WALL TO BE REMOVED 2. ALL CHASE PARTITIONS SHALL BE TYPE O AS INDICATED. EXISTING CONSTRUCTION 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE TO REMAIN &MR GWB ABOVE. NEW PARTITION4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN SurgiCenter A,_--SOUND INSULATION WHERE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 700 BOISSEAU AVE, SOUTHOLD, NY 01 INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 2hr INDICATES PARTITION TYPE FIREIRE RRATING WHERE INDICATED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. �i/Ill\1 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL C EXISTING DOOR TO BE REMOVED HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. E EXISTING DOOR TO REMAIN 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE (U.O.N.). O133 (EX) EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE (1 NEW DOOR AND FRAME AT ALL SCREW HOLES AND JOINTS. m�Q DOOR TYPE P INTERIOR ELEVATION INDICATION GENERAL NOTES A► 0001 INTERIOR ELEVATION NUMBER 1. MEDICAL GAS SHALL HAVE ANESTHESIA SCAVENGING SYSTEM TO BE EXHAUSTED DIRECTLY TO THE 'V OUTSIDE. XXX ROOM TAG , 2. ON-SITE STERILIZATION TO BE DONE WITH A DESKTOP STERILIZER.ALL OTHER STERILIZATION TO BE DONE ROOM NAME ..i...OFF-SI,TE AND PREPACKAGED.. . . .., ,... pSF ROOM NUMBER r ABC DRY CHEMICAL 2-A PORTABLE FIRE EXTINGUISHER TO BE PROVIDED EVERY 3000 SF SF ROOM SQUARE FOOTAGE PER NFPA 10(1 PROVIDED CELLAR, 3 FIRST FLOOR- PK ISSUE: 4. ALL ROOMS WITH A DIMENSION LESS THAN T-0"ARE"OCCUPIED SPACES" FOR SINGLE El OCCUPANCY USE ONLY. NUMBER DESCRIPTION DATE BY SEMI RESTRICTED AREA RESTRICTED AREA r 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 1 HR FIRE RATED PARTITION 03 ISSUE TO PLANNING BRD 11 .02.17 JF alarms 04 ISSUE FOR DOB APPROVAL03.23.18 JF FEC ABC DRY CHEMICAL 2-A PORTABLE i FIRE EXTINGUISHER DIESEL A/C GENERATOR �J C WINDOW PROVIDE NEW 2"X10" WELL JOISTS AT 16" O.C. W/ R30 BATT INSULATION SEE A603 WINDOW REVISIONS: & 3/4" PLYWOOD IFOR DETAILS o - -{--�� UNDERLAYMENT WINDOW WELL NUMBER DESCRIPTION DATE BY � .. t 1,191, PATIENT 4 11 21 16 GS A .`} `. \ i ',' - --- i '' `;`<.; \, € -- - rG , \ \ II I,€ '1 I �I . \✓. I 1 13 � I \�. �� `✓' I `✓' HANGING � A 13 A `�_ 03 PLANNING BRD. COMT'S 10.30.17 JF - it III , 0 8'0 I 8'-011 I 8'-0" I,. 1 I 8-0 I 1 8-o" ( 8'-0" I T-o" „' 9'-0" 11 g'_0" 8'-9" 13 n „ 8'-7 8-8 f I', F 3o S 04 REV'S I''I PER BLDG. DEPT. 03.23.18 F \ f I` / ,� �i - - x r nI n ii' I n , n I. � li'' I n IIIA I - , x g j 4'-0" S�6 5 16 5 a6 y 5 16 5'�6" 5�6 5--b- 4 0 0 CLASS B \!\:' STERILE ,1 —h - . f k' O.R. :r STORAGE +\, 27] k. c.. o WINDOW _ 1 PATIENT EXAM r, WELL -OP BA #1 1 POST-OP BAY#2 1 POST PRE-OP BAY#1 PRE-OP BAY#2 PRE-OP BAY#3 POST -OP BAY#3 POST-OP BAY 4 POST-OP BAY#5 POST-OP BAY#6 CONFERENCE I I I I I LOCKERS os / /MULTIPURPOSE CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT o CLR SQ FT CLR SQ FT 87 SF `� y ° M `ti .. `..� j' ;' •` i = 90 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT — = 80 SQ FT o — = 80 SQ FT = 90 SQ FT ,� x - / / / / / / / 30 SF <tj n �`` 20 ` r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 _ ` ;f' A FEcG CUBICLE CURTIAN - - 1,4- CG CG GG 3 , � ,/�� -- OFFICE :? i TRACK(CCT), TYP. _ �9 ao ( ) PATIENT "a PATIENT lJ'� ,'� M 04, 01 p21 o1101 a •° > . TOILET ;X :�..'' -'y'' \, ''. " ,u; %• ` ' '' MEN'S ACROVYN TOILET r 1 _ 38E ,24 DO NOT SCALE PLANS E.V.S. WOMEN S WAINSCOT, TYP. i� '^,^(\ ` �, 00 € 5 F 'DOUBLE LOCKED 8�4 :F \ ! SEMI 19 17 SF 3 s_ TOILET EQUIPPED A 37 SF PRE-OP/ CG ARCHITECT OF RECORD WHEELCHAIR NURSE W/BED PAN NURSE PRE-OP/ ` � no ; RESTRICTED R & 3 MED STORAGE REC \ STRETCHER SUB-STATION 3 SUB-STATION c+� j . 18 A j CORRIDOR ' ' � , CLEANING DEVICE CG, A k.' x 12 : . , 21 ! 25 17, __—Y— FEC '_ , .. .,. .'` STORAGE #2 5„ SF I 3 , �„ ,, _ .,,,....................�,,,. ,, ,,,,,,,..,,,.__. er esen Associates, Architects �! r. 0 _ ; v % 262 SF `;`€ _ s �- -s = - - n =1_ -- — - o -- _ __- 3- PUBLIC ICC/ANSI `I 248 West 35th Street 11th Floor New York NY 10001 _ G ` T , #1 1 HS A !. -T- .3'-0 OILET COMPLIANT 5'� 1 5'0" 33 � ,8x ,� NURSE/MED I , 1 :. �I • S - - n. '€ I ICRASH�i HS 5 8"� �'�T STATION I ' SCRUB 3 _. CLEAN 1 02 : - 05 RAMP 212 2 :. � D .. � Fax: 212.736.7899 \' a \� SINK' -- C „J - UNI g� 367 SF � ,,` � ART k,,, � :� �. � LINEN (I� 1 530SF U.�. ,. f,. .. . .,.... .-, ,. HOLDING 391526 :. . 19 R F. iE-mail: _ :: .:•';. _ in senarc i ec s.com ��► TOILET/ STAFF ,,,L- ' fo ter'e h't t j . a = oo :: . ,�' SHOWER STORAGE - / . .„ ,: .... . .: ._ . . : GENERAL .• :: .. 0 3� 510"- 5-7 s O III � �c _ 1 : �. 22 Q , .. : ,. I � �, ' , 5-8 co '� 5-0 III 1- - ';� 57 SF. �? fM , ,r-- 5 16-6 MECHANICAL ENGINEER E # v 3o s III - STORAG N �', 4 i 4-8 1-0 5'5 4 0 4-4 _ r; ''j�• 15-6". 5 I _ � .. -5'-� $-5 III / � o o - = PUBLIC 4 k Z .-- K ..63 sF.' EXIST. !I S o Y� II EP ENGINEERING u .!' TELIDLEPHONE`I, ♦, 'i 24 I i 28, 29 STAIR 1 64, � w r . r 1 „, I ,` -.- �.':� 7 sF ,' 30,I ', �/, .,, ; 35; a3 ENDO I ACCESS FEC =' f CG CG _ D I A 110 WILLIAM STREET 2ND \. . i :'` , 31 ' o , 3 FLOOR NEW YORK, NY 10038 i`` GENERAL i 62 SF L J i _ SCOPE 3 A - 1 I^ `�` � 3 -. o �. o EQUIPMENT „ \ - CORRIDOR PROCESS , 3 `i`. rn .' - 226 SF ,1 TRA s-o r T:212.257.6190 F:212.994.8091 CASH° i j . i 32'� I - I �`, ': WAIN T`TYp.'j " T \ ,. ' a ; ' . � •��. .'�•' .. ; SCO. 1 '1 ;'' N 37 34 I S ORAGE 1 STAFF '� „ \` 17 .k. F 7- r 93 S 0 78 F I 1 S 26 F 0 LOUNGE S 1 J .� k i i 2 F 1 'i a 23 24 25,�' 26 27. _ 3s i CG STRUCTURAL E i ",`� �, NGINEER \, ,. . ! 1. CLASS B �. SUB CWS/ GENERAL ,33 SF 1 1 09 ADMINISTRATION RECEPTION COVERED y \ SWR ERILE "+ STRERLIZATION ANESTHESIA EQUIP. STAFF ACCESSIBLE O.R. v ST STAFF a3 ��2s -1' 29 30 31 3z STORAGE LOCKERS REMOVE N = oa INTERVIEW WAITING AREA .1,, .. �` r �,-' `j,.`1a SF I' 38 SF. f'. 33 CHANGING 35 A WINDOW AND 36` = d a3 sF s7 sF.' i EX`� EX ^ 273:>F 54 SF %".3$,sF,: 4 '` 3 AREA 124 SF j %%i / ' 42 SF 34 77 SF n n , n n _ CLINICAL SINK ,` � INFILL WITH _ _ CD .'`:' ! j 12 0 5 11" 7-5 5-4 6' 1 37 SF DRINKING � , v KIN G ,: , n n , „ - z 5.0,., T-2 .'5r1:' �'':'' ' 5-9 5-1 :' ;':5-8 5-0 6-6 � 1 HR RATED „ - 3 II GROSS FOUNTAIN a PARTITION / 1 15 A ANTEROOM DECON o g o ` •r[0 VEST. II w HS HTS j HS U.C. 11'6 s I 08 13 VESTIBULE v ` — H - - - 07: 14 15 cn - - - - M I \ N — — € FFl a1 I I MIN .. �RFFl 2D u sF 34 SF = 01 U PROJECT 80 SF . :. :: ....... <::... ..t:: : \e �..\��:. 38' ..�� . s�. ... ...\\ ,y .. \.. .. \. 1111 L " :N\'\::. .�... .J,\\. ::31 ''vr xx :dlxx. n,r _\ \. 0 :� REMOVE EXISTING REMOVE EXISTING 10 1'0MED RECORD LOCKABLE `1 30X48" CLEAR 4'-0" 4'0 North Fork S u rg i Ce me r GARAGE DOOR& DOOR & INFILL • MEDICAL E 3/4 FIR FPSC FILING CAB. STAFF I INFILL EXISTING LIEXISTING OPENING GAS �, STORAGE 36" MAX AFF TOO BOISSEAU AVENUE OPENING r- ' 37 i IFOR SEE A602 WINDOW o ¢ SOUTHOLD, NY 3-8" 5'4" SssF DETAILS WINDOW SEE T-100 FOR C a • • • • o WELL WELL STANDARD STAIR DETAILS77 Up 4R DRAWING TITLE EXISTING ` STAIR EXISTING 1 ST FLOOR STAIR o b 2�_, LO 5'_Q" CONSTRUCTION PLAN 11 UP 3R 0 w , C 6'0' � MIN .: ...... ,.... .....::... ..• .. .. ` DATE PATIENT 3.23.2018 DROP OFF AT GRADE PROJECT NUMBER 3258 DRAWN BY RP/GS/JF FIRST FLOOR CONSTRUCTION PLAN- �QA�� SCALE �� _ � �� wc�� A��n� 3116"= 1'-0�1 SCALE: 3/16 = 1 —0 it U n DRAWING NUMBER AREA: 5564 SQFT (NO CHANGE) m a2613 �© A-201 .00 OF N SEAL SHEET NO: 9 OF 18 . EXTERIOR ELEVATIONS - North Fork - . � I . . . :1 . :� �' i � 1. �: � . w � w 1 . :: � � i . �: : - . i� - : :. :� : � . : . t: : :� : :: :: : : . . ; . : � :� .. :. �: :: r . :. . � li . % . i� . � �. :. 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I :� �: :: : :� . . i li . .i � I .. :� . . .. . t . : . . � I .: .. . . — SEAM ROOFING . :: :: :: � �� I : _r+ 1� �z :i : � :: : I : � .11 :� % NEW WHITE . : : 1 � :� � : I . . . . � +� � �� : .: .� - : i I .� . ::� :1 : : . . . : p .: . :. I :� ; GI.7TER:�� + : . �� . . + . ;v : + : : : i :: : : : : 7 �� : : : :: : . . : .. :i - : : b �. :: : � I 11 I � I r7' n n ! i ' - FtE_ z I M ' / NEW WHITE NEW WHITE b I/ 11 NEWWHITE7 11, \\ `_ CEDAR SHAKE - Z NEW WHITEE7 CEDAR SHAKE 2]:111111 M 7 1 E_ - , 1-/ RAMP I I III - -1 I i CEDAR SHAK 11 \J1 I N � I I I T.O.F.-30.7' - - j NEW STUCCO OVER CONCRETE FOUNDATION �1 '_� I'L 't d . I I 17�::7 . + .: . i . �i : :: + 1. . � �. � - .. . li . � � .. . � . : 1 :� i : � : . - . i :. .. :� . 1 : . . .. . . i , i .. �: i :� :� + I �� : :: :� : - . :. . :I :1 I I :. �. : i: :i . : . i� . . +: �' i: E�E I z I [M=� I -Z . + :. : . . .. :: :: i . � - :i ii .. : . : :' l� . . � : :� - . I . :. �: :: . :i �i : .1 ? ; . I . � � I �� :: . :� :: : : .. 1 v . �, . : I —� : � 7: � c I " + �� i � � � . . I �i :� I I i + . I + i. : :: :. . : � i :. 4 :. + . I MAIN FLOOR PLATE : . �� :. F � i� i :: :f � T I : . :. +� .- . NEW WINDOWS NEW WHITE I EDAR SHAKE I = - - - M C 7M, DIESEL 1 7'I NEW WHITE CEDAR SHAKE - - CONC.FOUNDATION I . REVISIONS: SOUTHOLD ASC - SOUTH ELEVATION _ I L _ _ NUMBER DESCRIPTION DATE BY SCALE:1/8"=V-0" 01 CELLAR DWG ADDITION 10.5.16 GS . 02 PER DOH COMMENTS 11 .21 .16 GS 12 12 03 PLANNING BRD. COMT'S 10.30.17 JF I SUSPENDED CLG. 13 0-� 7 1 -NEW WHITE \__�: F7/ ---- FULLY SHIELDED Z NEW WHITE CEDAR SHAKE DO NOT SCALE PLANS 2"X8"TRUSS b L/ WALL MOUNTED . CORD FIXTURE(4) CEDAR SHAKE ARCHITECT OF RECORD /-271 0"-16"O.C. I T.O.,F.-30.7' T.O.F.-307 7 T.O.F.-30.7' 8 . � :' - � . _j ,: . i . ��7- :: 110 WILLIAM STREET,32ND FLOOR NEWYORK, NY 10038 NORTH—SOUTH SECTION . T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER :� �: .: . i �i .� N ......["'. ,..=:"".+.+.++ .. . :. 7 . : :� : :: : I � : � : :::E!: 0. .: I I 11 _.- ; - �� i - i : � % __ .. .. �......... : _ +.+ : . :� : � . . . . . . SCALE:118"=V-0" q� 0268 A-300 -00 V__�� '�_' , I 1� i � 0-t n If 1, = 11 - 7'1�� 7-114+1- I C7�7 . SEAL SHEET NO: 10 OF 18 . ` 1ST FLOOR REFLECTED CEILING PLAN North Fork ur en er 700 BOISSEAU AVE, SOUTHOLD, NY F k ifth A 'a '\bk 3%\L\ZZ II&L" I 1-16M., ft 1*1 1 vv\\\,\\\\\ 4% Aft, AN N%ilk z, I%\i 777,�71,577 730 1 Mbk, 21�_ 44C 46 CS1 3 +8 T-0 f+8-0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L2 L2 L2 L2 F_ ACST 1 ❑ ❑ ❑ -ov L2 L2 Ell I F7 IP ❑ (rN N) NJ L2 L2 L2 L2❑ ❑ ❑ ❑ �TAEE t5 - ❑ O E - \. L T-Mi rA;;-w+=4 CS Lj .0 28 0 ..L5 1-5 ACS 0 0 .0 ISSUE: L5 L- L5GWB P 0 L5 ACST 1 0 Lr.--6" 1 '0' +8-0 ❑ ❑ L5 L5. NUMBER DESCRIPTION DATE BY Z1 L2 L2 L1 01 DSG-01 SUBMITTAL 8.29.16 GS ACST 1 6 02 ISSUE FOR BID 1.30.17 GS +8-0 ❑ +8-0 ❑ 8-0 +ts-u ACST 1 ❑ ❑ L2 L2 03 ISSUE TO PLANNING BRD 11 .02.17 JF _j aTo +$-� 24"nC ❑ ❑ 04 ISSUE FOR DOB APPROVAL03.23.18 JF COWXT AlrnC'� L2 L2 STM Ell i Ml� iff:11 I L5 15. Lb L5 CST I ACST 3 E - 0 0' " CST 1 L6 u ❑ CST I Amy I i REVISIONS: CST 1 CST 1 A 3 1ACST1 11 LIL +8'-00 + ACST 1 ❑ 1+8'-Ow Ell ❑ 0, 0 NUMBER DESCRIPTION DATE BY _u L 5 5_u +0_u -5 ... L' • 01 CELLAR DWG ADDITION 10.5.16 GS H I I ft k, lbkkk I I 101h M At 1*1 mtuw-1\1v I 1 14%, I I\%&\ 1 1 Jikk J F, iftsk 1101ft, i I 4\k 4% Ald 02 PER DOH COMMENTS 11 .21.16 GS ❑L2 +8To 03 PLANNING BIRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF FIRST FLOOR REFLECTED CLG . PLAN SCALE: 3/16" 1'-0" DO NOT SCALE PLANS 7777 7 ARCHITECT OF RECORD 777 77777777=, 77\77 77 Terjesen Associates, Architects CEILING6 TYPES LIGHTING SCHEDULE 248 West 35th Street 11 th Floor New York, NY 10001 Ilk - --_ 212.239.1526 Fax:212.736.7899 & ACST-1: ACOUSTICAL CEILING TILE 0% "'w TYPE DESCRIPTION E-mail: info@terjesenarchitects.com 'ARMSTRONG' #1776 DUNE 24%48" TILE W/ RECESSED 2X4 FLUOR. LT. PRELUDE 15/16 EXPOSED TEE GRID Ll NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) MECHANICAL ENGINEER GWB P SAME AS 'Ll' EXCEPT WITH EMERGENCY BACKUP PACK ACST-2: ACOUSTICAL CEILING TILE LlE NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) 'ARMSTRONG' #591 CIRRUS 24"X24" TILE W/ EP ENGINEERING RECESSED 2X2 FLUOR. LT. L4 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 PRELUDE 15/16 EKPOSED TEE GRID L2 NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) GWB P -P: U L4 GWB GYPSUM BOARD PAINTED SAME AS 12' EXCEPT WITH EMERGENCY BACKUP PACK T:212.257.6190 F:212.994.8091 L2E PAINT COLOR TO BE DETERMINED BY NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) L4 INTERIOR DESIGNER WALL MOUNTED VANITY FIXTURE L3 LIGHTOLIER 'ROUNDED' 4723 (24") STRUCTURAL ENGINEER L4 SURFACE MTD. 12X48 FLUOR. LT. NOTES ul RECESSED DOWN LIGHT L5 ELITE B4PL W/ B401W-WH TRIM (1 7W) ALL EXIT LIGHTS SHALL HAVE EMERGENCY BATTERY BACKUP. SAME AS 15' EXCEPT WITH EMERGENCY BACKUP PACK L5E ELITE B4PL W/ 8401W-WH TRIM (17W) ALL MILLWORK WITH OVERHEAD CABINETS TO HAVE PROJECT 110' UNDER CABINET FLUORESCENT TASK LIGHTING L8 SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED ist, LIGHTALARMS 'SIMPLICITY SERIES' U.O.N. CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED L9 SEE A501 MILLWORK PLAN North Fork SurgiCenter LIGHTALARMS 'SIMPLICITY SERIES' SURFACE MTD. 24X48 FLUOR. LT. L10 110" CD 700 BOISSEAU AVENUE L4 4611 SOUTHOLD, NY GW B P RECESSED 1X4 FLUOR. LT. (CLEAN ROOM) L22 LIGHTOLIER "CLEAN GUARD CXSW SERIES' - 2 LAMPS (64W) 71-On QWB P ilk DRAWING TITLE 7 LEGEND L4.. CELLAR FLOOR, 1ST FLOOR REFLECTED CEILING PLANS SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1L=L_J SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS 2X4 FLUOR. LT.(E -EMERGENCY LT.) WHERE INDICATED ---------- [GWB P] CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS 1X4 FLUOR. LT. qa, GN IP] IGN IP F DATE WHERE INDICATED ARIES 3.23.2018 2X2 FLUOR. LT.(E -EMERGENCY LT.) NONDIRECTIONAL EXIT SIGN El L4 - PROJECT NUMBER E=3 WALL MOUNTED VANITY FIXTURE CHANGE IN CEILING HEIGHT L4 3258 DETAIL INDICATION 1=773 WALL MOUNTED MERCURY SERIES 85 0_ (SEE DWG A-402 FOR DETAILS) DRAWN BY RECESSED DOWN LT. (E-EMERGENCY LT.) WALL SCONCE (FIXTURE AND HEIGHT TO RP/GS/JF NIMIL, Avvw\L a- 0 mmx\�, 77 777 7177"! 77\777 1afth, % **&\ ITT.. 7 E BE DETERMINED BY INTERIOR DESIGNER) _6 SCALE 1$� LIGHT SOCKET AIR DIFFUSER/RETURN v&k." 3/16"- 140 ' ' X z 4U(9 'TION) 0 ROOM (ONE DIREC DRAWING NUMBER { * � M O SPRINKLER HEAD CELLAR FLOOR REFLECTED CLG . PLAN � �{ A�ST 1 < Ll 48-0 ❑ X1 -�1 �' W ACST I +8-0 0 " ROOM (BOTH DIRECTION) 68 P A-401 .00 CEILING TYPE <_ FINISH SCALE: 3/16" 1'-01' 0 Fr7 <--CEILING HEIGHT SEAL SHEET NO: 11 OF 18 MILLWORK PLAN LEGEND SYMBOL DESCRIPTION North Fork FLOOR FINISH ARCHITECTURAL MILLWORK DOOR SADDLE urgiCentei ISEE A603 FOR DETAILS o -�- -r-� CHANGE IN FLOOR FINISH 700 BOISSEAU AVE, SOUTHOLD, NY '79\%bhk, 1 4106 Mmi 'Ift" 044011 \. 7 7 \:. 777777.7 NS- n1L.- &00 � I117777,777,77,41 UM II VI ABBREVIATIONS AA500 ! A500 A500 A500 A500 A500 A500 A500 SV E I "'i E I ! �Ilit, '" E I E , E E I E I E "Al" L u 'r I I I I I I I x x _ x _ TYPE DESCRIPTION I i' ' I I ■ I I I I <� i i I I VCT VINYL COMPOSITION TILE i \ I I I ■ I I ■ I I I I SV j SV SV LVT LUXURY VINYL TILE 1 ----.,..,.,....._... _.r.,.... SV SHEET VINYL -- ..�.. 110 \` CT CERAMIC TILE LVT LUXURY VINYL TILE(WOOD PLANK) _._ \, CON EPDXY PAINTED CONCRETE A500 10'-1' C LIN FORBID MARMOLEUM WITH WELDED SEAMS �;� A500 \ \ B % � 5 5 WALK-OFF MAT FORBID CORAL PRODUCT B \ WM �,E -8" f_f.;.3 ............_...., 3 t c� � :fir I ° a..x_e.;.....0.a.p..,,q.;"{"�'s"'�r e;� ...F - - - - -- x F '.i ':..: ,i. y-> _ . <:: .� ".( NOTE: G.C.TO COORDINATE FLOOR PATTERN WITH :+.r �. . :., I ISSUE: i.,. .a.,,. a,< " SV CRASH ..Y,....,� :..r:�:e;, ,.. 0 g,i.f.>;.;.;. �.x.l.. :i:; r...:a .'' ' < . - INTERIOR DESIGNER e.,,...x,a €.., a„, a,a.q„�. ....,af.,..a. ..a >e .x-f o ::: .:`Y. ' ■ \ ■ M -- CART ;,. .. {. =:a _.�......�. ..x_,...a .�_.? , NUMBER DESCRIPTION DATE x, , e,e a ` e ....F., :e. .^r a•. .,;,..a,.l, a .a.=..pK, I••i .f.F a..f..,.a. CT. �x. . I I _ q.,. ..e.,. 0.1,3, x.a•Y.A.x..=. ;.a e.p.x�e,w ,.x... ,k .,,.,. ; ::X:1:'=:`:n,.,,.:-:. .e.aa CT .....:....�. :.<.,..:..:.{'. A500 __ O1 x ... .,e. 0e.a.,.x..e.0.,..o-,.a.,.,.,..o.. ., :...,L3.,..., n d,a. . �t�=i'��' .P=� �'��} � _ DSG 01 SUBMITTAL 8 29 16 .L,.,..e.a. .,.e.e..-, .<..:. B i =.,i: :,.>..:.._.,..�.,.:_1_: A�•� sv _ t.. . .:... ..... � w � .. r= 02 ISSUE FOR BID 1 30 17 e'. c I �,....� ....ipt f..�.o„ >.&., r.q.::N'F'f, E..n.A,i.l...•'..;..>,Y t7 '.a.._x.=.r..a: ...,.�.y,.b.a.x.3Sd. .f....:,a.aaf,�..:.'�.:1,:°.�:ia.;..5, c.e.x x.3..•,.5 ,. /,. ;\ ,x::. � Z � — - 03 ISSUE TO PLANNING BRD 11 .02.17 .a�.. 'z_i.'�.=. � .... ... ,..�?... ,.. 's# x. �” 1: �:�:za3:°:.,. �'a°" r't'e' y ■ _'�"-- '+f x` 'p•?' . c W 04 ISSUE FOR DOB APPROVAL03.23.18 i i wi. CRASH r ' ■ A500 II '' CART _r ■ ■ \ " � x -- _ - I I - x �D A500- A500� A500� A560- A500 = B A500 � - B B B B B p I A DRINKING SV T-2" SV 5'2:: SV 5'-9" 5'-1" II ; A500 SV �, SV 5'-4" FOUNTAIN I I REVISIONS: I <� T SV q A500 w < I r ! I B /' I / U) �' I I NUMBER DESCRIPTION DATE D o _ -- REP. ■ ■ �. ._ .. \ \ ',: .�.� yl'i"...+f'r •�.." ."irYliiwrs� .�\:_ \ \ ,��c... C. \ \. 'r .:� .� i. .. ;; _ ,\ 01 CELLAR DWG ADDITION 10 5 16 �_- I I 02 PER DOH COMMENTS 11 .21.16 03 PLANNING BRD. COMT'S 10.30.17 UP IFOR SEE A602 0 04 REV'S PER BLDG. DEPT. 03.23.18 DETAILS I U) a I - • • • • UP4R I - ui _ UP 3R w i MILLWORK DETAILS DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 W PANEL WHERE W PANEL WHERE 212.239.1526 Fax:212.736.7899 i INDICATED SEE 1'-1° U.O.N.` EE INDICATED SEE 1'-1" U.O.N. INTERIOR ELEVATIONS l J j INTERIOR ELEVATIONS ` E-mail: info@terjesenarchitects.com 00 MECHANICAL ENGINEER ° ° ° ° EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 Z ADJUSTABLE ° ° Z ADJUSTABLE T: 212.257.6190 F:212.994.8091 O SHELVES ° O SHELVES ° ° ° ° ° ° ° — ° ° STRUCTURAL ENGINEER N PL ° ° N PL ° ° LOCK WHERE ° ° ° INDICATED ° ° ° ° WIRE PULLS WIRE PULLS 0 0 UNDERCAB LIGHT pL UNDERCAB LIGHT pL SEE PLAN �—PLAS-LAM PROJECT WHERE INDICATED WHERE INDICATED SOLID QUARTZ COUNTERTOP@ 1'_2" North Fork SurgiCenter O - a e� ECEPTION) ALAS-LAM o N 4"HEIGHT PL - _ COUNTEli (SOLID RTOP TOP @ RECEPTION)UARTZ PLAS LAM 700 BOISSEAU AVENUE N BACKSPLASH FORBO CORK PLAS-LAM _ WHERE INDICATED _ SEE PLAN _ SOUTHOLD, NY FORBID CORK COUNTERTOP SEALANT o ALAS-LAM i� - WHERE INDICATED (SOf OLID QUARTZ r- PL COUNTERTOP @ SCRIBE TO WALL r -- ___ Z_ RECEPTION - WIRE P LL DRAWINGTITLE MILLWORK PLAS M NOTE:ALL DRAWER I NOTE:ALL I PLAN; DETAILS; NOTES = L------------------------------ ADJUSTABLE SHELF ON FULL EXTENSIONI I I DRAWERS ON FULL I - N GLIDES i EXTENSION GLIDES o ° ° I C)I I I i I � i REMOVABLE I REMOVABLE ch CVSHELF ° o I PEDESTAL I M - ACCESS DOORS I ACCESS DOORS \ DATE WHERE INDICATED I �y CV CV CV I ' INIREWAY I N WIREW o 0 3.23.2018 CV N I N PL I PL PROJECT NUMBER I I I PL(EA.SIDE) PL(EA.SI E) ° ° (WOOD VENEER (WOOD VE EER ° ° 3258 I I I I ' I i i CB DRAWN BY VCB OR SVB SEE I VCB OR SVB SEE _ FINISH SCHEDULE I FINISH SCHEDULE i VCB VCB VCB VCB= vcr RP/GS/JF I A�Chr SCALE A ARCH MILLWORK DETAIL NOTE:GC TO INSTALL SHEET VINYL(SV) c.�� ''T 3/16"=1'-0" B ARCH MILLWORK DETAIL ARCH MILLWORK DETAIL @ NURSE'S STATION D ARCH MILLWORK DETAIL(c� INTERVIEW q)LRC H MILLWORK DETAIL RECOVERYFLOORING AND BASE AFTERSCALE:1"=1'-0" A500 SCALE:1"=1'0" INSTALLATION OF ALL BASE CABINETS AS A50C SCALE:1"=1'-0" A500 SCALE:1"=1'0" SCALE:1"=1'-0" INDICATED.(SEE FINISH SCHEDULE AND Ca* U m DRAWING NUMBER AA ARCH MILLWORK DETAIL NO O.H. CABINET BB ARCH MILLWORK DETAIL(NO O.H.CABINET) INTERIOR ELEVATIONS) #r =y A-500 . 00 A500 SCALE:1"=1'-0" A500 SCALE:1"=1'-0" c� }� X268 40�` OF NO SEAL SHEET NO: 12 C 17� North Xz-GWB SOFFIT SurgiCenter GWB-P / / \ 3'4" 700 BOISSEAU AVE, SOUTHOLD, NY / / \ 1'-8" (30"AFF) 0 Zko \ \ / 18"A.F F. 4 3 4 3 CODE BLUE U.C.LIGHTS I it CODE BLUE I L14 EM o UC LIGHT DUPLEX POWER I I -- I 4-WAY DIMMER 1 h J � \�� I SWITCH ti yy�� iv 8 G.F.I.OUTLET i I q � � m�Q GWB-P 4'-0"A.F.F. I 501 I J 4-WAY LIGHT SWITCH P p 3-WAY LIGHT SWITCH LJ _ _ - g GWB "' i it 501 o SOFFIT O I N r AC VYN KICK III BASE CABINET A l I v PLATE I 20 4-WAY DIMMER I I 9 � ©© I I SWITCH iil WITH OVERHEAD KNEE SPACE I I AUDIO SYSTEM UC/) I CABINET T > ENDO MACHINE 32"MONITOR > / 1�-8,. 3'-4"�` � 24"X24" SV (PROVIDE BLOCKING ISSUE: SUPPORT) C° QUAD(EM) L14 NUMBER DESCRIPTION DATE BY ARCH.MILLWORK DATACOAX m 01 DSG-01 SUBMITTAL 8.29.16 GS WITH ENDO ROOM 1"o 0 02 ISSUE FOR BID 1.30.17 GS CONDUIT 03 ISSUE TO PLANNING BRD 11 .02.17 JF SCALE: 1/2" = V-0" DATA O 11 04 ISSUE FOR DOB APPROVAL03.23.18 JF RED BAG 3 TRASH BIN �) D \ io 4-WAY DIMMER - - -tr g SWITCH 32"MONITOR N 501 TYPICAL ENDO ROOM °O CABLE COAX U C i 4-WAY LIGHT SWITCH \ pq�GHTS - -trl- A 4 1 2 REVISIONS: 3-WAY LIGHT SWITCH WITH L14(EM) / NUMBER DESCRIPTION DATE BY CONDUIT 0 ii I Poo 01 CELLAR DWG ADDITION 10.5.16 GS \ M 1a"A.F.F. i 02 PER DOH COMMENTS 11.21 .16 GS GNB-P i i I � � 03 PLANNING BRD. COMT'S 10.30.17 JF ® BB ' S V 0 0 4 04 REV'S PER BLDG. DEPT. 03.23.18 JF IT 1'-6" V-6" u O / V-8" SOFFIT C° 24"X 48"ACOUSTIC CEILING LO WALLPHONE ACST#3 EMM ® 4-WAY DIMMER DATA zo / SWITCH SWITCH A ENDO PL�1 - N BLOW-UP TYPICAL TYPICAL LIGHT SWITCH LAYOUT DO NOT SCALE PLANS Sv SCALE: 1/2" = 0° B SCALE: 1/2" = 1'-0" ARCHITECT OF RECORD ENDO ROOM Terjesen Associates, Architects 2 SCALE: 1/2"= 1'-0" 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com GWB SOFFIT MECHANICAL ENGINEER GWBSOFFIT� EP ENGINEERING LEGEND 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 / \ / \ T:212.257.6190 F:212.994.8091 �- - - -�- - - GWB-P T - - T - - SYMBOLS DESCRIPTION 0 GWB-P OXYGEN PLAN ELEVATION STRUCTURAL ENGINEER - - - - - 6" 6" - -'� �© DUPLEX POWER OUTLET O O I � V S C UC LIGHT ® ® 3-WAY DIMMER QUAD POWER OUTLET UC LIGHT DATA WITH I SWITCH UC LIGHT a, *I[ DUPLEX POWER OUTLET ON EM O 1"0 CONDUIT I ( ® B GFI ® PROJECT RED BAG I ' GWB-P TRASH BIN N QUAD POWER OUTLET ON EM WALL PHONE P.D. I North Fork SurgiCenter F- — i i o L" "J �$ SLIDE e o 700 BOISSEAU AVENUE I I I I o // \\ V® V® VACUUM SOUTHOLD, NY _ � o � _ I I � � • _ _ PD CVI KNEE SPACE o I I I EM I o \\ // N ®0 ®O OXYGEN / DRAWING TITLE PL PANEL ® DATA ENDO ROOM L — J SV SV3'-0" 2'-0" 1'-4" 2'-6" "----- DATANOICE BLOW UP PLANS & ELEV. ENDO ROOM ARCH.MILLWORK SV ENDO MACHINE Sv SV SV J a WALL PHONE 3 ARCH.MILLWORK ARCH.MILLWORK SCALE: 112" = 1'-O" $ a LIGHT SWITCH DATE ENDO ROOM NOTE:GC TO INSTALL SHEET VINYL(SV)FLOORING AND a CABLE COAX 3.23.2018 SCALE: 3/8" -- 1 0 BASE AFTER INSTALLATION OF ALL BASE CABINETS. PROJECT NUMBER Ik A AUDIO SYSTEM 3258 PR® CODE BLUE DRAWN BY (, RP/GS/JF N I NURSE CALL ,eD Apcy� SCALE USB PORT DRAWING NUMBER a268 y°�� A-6 0 2 . 0 0 OF NO SEAL SHEET NO: 13 OF 18 PRE-OPIPOST RECOVERY BLOW-UP PLAN AND ELEVATION North LIGHT SWITCH DUPLEX OUTLET(EM) NURSE CALL CODE BLUE USB PORT A-B QUAD OUTLET NURSES CALL SurgiCenter VITAL SIGN MONITOR DATA OUTLET CODE BLUE DUPLEX OUTLET(EM) USB PORTA B DUPLEX OUTLET 700 BOISSEAU AVE, SOUTHOLD, NY DUPLEX OUTLET(EM) Fr DATA OUTLET N L_—_� C = C z I — COMPUTER J II A501 'I I' ISSUE: NUMBER DESCRIPTION DATE BY I 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS CUBICLE CURTAIN TRACK TYPICAL 03 ISSUE TO PLANNING BRD 11.02.17 JF 04 ISSUE FOR DOB APPROVAL03.23.18 JF SEE PLAN SEE PLAN (A_')_TYPICAL RECOVERY BAY FLOOR PLANTYPICAL PRE-OP BAY FLOOR PLAN REVISIONS: SCALE: 1/2"= 1'-0" D NUMBER DESCRIPTION DATE BY 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11.21 .16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF CUBICLE CURTAIN CUBICLE CURTAIN TRACK TRACK VITAL SIGN MONITOR —CUBICLE CURTAIN CUBICLE CURTAIN-- ►� PROVIDE BLOCKING FOR VITAL MONITOR TRACK(TYP.) I _ -- I DO NOT SCALE PLANS F_ USB PORT A-B CODE L E — � COMPUTER GLOVES o0 0 1 O DUPLEX OUTLET NURSES CALL DUPLE UTLET ARCHITECT OF RECORD SLIDE,VACUUM QUAD OUTLET (EM) DATA U LET &OXYGEN DATAOUTLET2'-z• ro° n• <' COMP T R Terjesen Associates, Architects �� a �2 a• a a' s• s a USB PORT A-B DUPLEX OUTLET(EM) -� S ® CLAS-LAM BASE 248 West 35th Street 11th Floor New York, NY 10001 CABINET I VIA 0 i N £m \ G 212.239.1526 Fax:212.736.7899 . . . . . . . . . . . . . . E-mail: info@terjesenarchitects.com . . . . . . . . . . . .i:;�:?y. . . . . . . . . . . . . a,,i ,.._._______............. LIGHT SWITCH.:. . . .: f... f� __ _,,: o MECHANICAL ENGINEER { . . . . . . . .�:. ....._._. . . �. NURSE$CALL. . . . . 1. . . .'. . . .'.'. . . . .'. . . . . . : . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . _.... _.:... . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.,. ffi €. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . EP ENGINEERING in I . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.a: . . . . . . . . { 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 a I . . . . . 1 . . . . . . . . ... ... . . . . . i ' T:21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.257.6190 F.212.994.8091 . . :.:.�\' fes" :; �... . . . . . . . . . . . . ; ... 2'-0• STRUCTURAL ENGINEER ACROVYN WAINSCOT STRETCHER/BED VCB F ACROVYN WAINSCOT STRETCHER/BED VCB A501 PROJECT TYPICAL RECOVERY BAY ELEVATION TYPICAL Pre-Op BAY ELEVATION North Fork SUr iCenter SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" 700 BOISSEAU AVENUE SOUTHOLD, NY SYMBOLS DRAWING TITLE TYPICAL PRE-OP & POST PLAN ELEVATION DESCRIPTION PLAN ELEVATION DESCRIPTION RECOVERY BLOW-UP PLAN & DUPLEX POWER OUTLET 0 0 WALL PHONE INTERIOR ELEVATIONS Q Q QUAD POWER OUTLET $ LIGHT SWITCH DUPLEX POWER OUTLET ON EM I pl PA CABLE COAX uuu DATE 3.23.2018 SS SLIDE (`I AUDIO SYSTEM PROJECT NUMBER VACUUM ® CODE BLUE 3258 DRAWN BY OXYGEN N N NURSE CALL RP/GS/JF gEQ AFDCSCALE ® ® DATA USB PORT �� A// DATA/VOICE DRAWING NUMBER f � mit w. SOF N A-603 . 00 SEAL SHEET NO: 14 OF 18 FINISH SCHEDULE ROOM ROOM NAME FLOOR BASE WALL FINISH CEILING N0. ® Fork NORTH SOUTH EAST WEST REMARKS MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MATERIAL HGT TYPICAL(•)U.O.N. SV VCB GWB-P GWB-P GWB-P GWB-P ACST-1 8'-0" SurgiCenter 01 VESTIBULE 0 0 AL&GL AL&GL AL&GL GWB-P 700 BOISSEAU AVE, SOUTHOLD, NY 02, WAITING + • • +/AL&GL AL&GL • + + 03 RECEPTION • • • • • • GWB-P 7'-6" 04 ADMINISTRATION + • • • • • • • 05 PUBLIC TOILET • • •/* •/* •/* •/* • • * T-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 06 EXAM • • • • • • • • 07 CONFERE14CE • • • • • • • • 08 OFFICE + • • • • • • 09 NURSE/MED DIST. • • • • • • GWB-P 7'-6" ~ „� r 10 PATIENT LDCKES • • • • • • • • 11 PATIENT CHANGING • • • • • • • • 12 PRE-OP/RECOVERY + • •/* •/* +/* •/* • •' * ACROWN WAINSCOT 13 ENDO • • • • • • • • 14 ANTEROOM • • • • + • • • 15 GROSS DECON • • • • • • • • 16 SCOPE PROCESS + • • • 1 • • • • 17 GENERAL EQUIP STOR. • • • • • • • • ISSUE: 18 STAFF STORAGE • • • • • • GWB-P • • • • • • • NUMBER DESCRIPTION DATE BY 19 CLEAN LINEN GWB-P • 01 DSG-01 SUBMITTAL 8.29.16 GS 20 SOILED HOLDING + • • • • • GWB-P + 02 ISSUE FOR BID 1 .30.17 GS 21 STAFF TOILET 0 •/* •/* •/* +/* 0 0 * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 03 ISSUE TO PLANNING BRD 11.02.17 JF 22 PATIENT TDILET 0 •/* •/* •/* •/* 0 a * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 04 ISSUE FOR DOB APPROVAL03.23.18 JF 23 EVS • • •/* •/* • •/* GWB-P • * 30"CT WAINSCOT @ MOP SINK 24 EVS • •/* •/* • •/* GWB-P • * 30"CT WAINSCOT @ MOP SINK 25 SEMI-RESTRICTED CORR • • •/* •/* •/* •/* • • * ACROVYN WAINSCOT 26 STERILE STORAGE • • • • • • • • 27 CLASS B CR • • • • • • GWB-P 9'-0" 28 CLASS B OR + • + • • • GWB-P V41 29 SWR • • • • • • • • REVISIONS: 30 SUB-STERLE + • • • • • • • 31 CWR/STERILIZATION • • • • • • • • NUMBER DESCRIPTION DATE BY 32 ANESTHESIA + • • 0 + .+ • 01 CELLAR DWG ADDITION 10.5.16 GS 33 GENERAL EQUIP. STOR. 02 PER DOH COMMENTS 11 .21 .16 GS 34 STAFF CHANGING 0 • • 03 PLANNING BRD. COMT'S 10.30.17 JF 35 STAFF LOCKERS 0 04 REV'S PER BLDG. DEPT. 03.23.18 JF 36 GENERAL EQUIP, STOR. •. • • • • • • • 37 CORRIDOR, • • • • • • • • 38 * STAFF LOUNGE • • • • • • • + 39 PATIENT TDILET • • •/* +/* •/* •/* • • * T-4" CT WAINSCOT(SEE INTERIOR ELEVATIONS) 40 MEDICAL GAS + • • • • • �r • 41 VESTIBULE • • • • • • • • 42 STORAGE • • • • • • • • DO NOT SCALE PLANS 43 EXISTING STAIR • • • • GWB-P VARIES 44 OPEN BAS=MENT *" * • • • • ARCHITECT OF RECORD GWB-P 7'-0" * CONCRETE FLOOR 45VACUUM * * • • • • GWB-P T-0" * CONCRETE FLOOR x Terjesen Associates, Architects 46 ATS * * • • + �. GWB-P 7'_0" * CONCRETE FLOORe 248 West 35th Street 11 th Floor New York, NY 10001 47 MECH * * • • • • GWB-P 7'-0" * CONCRETE FLOOR_ 212.239.1526 Fax: 212.736.7899 48 WATER HEATER * * • • • • GWB-P 7'-0" * CONCRETE FLOORE-mail: info@terjesenarchitects.com 49 SPRINKLER * * • • • • B-P 7'-0" * CONCRETE FLOOR GW MECHANICAL ENGINEER STANDARD INTERIOR ELEVATION HEIGHTS' EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 ® O STRUCTURAL ENGINEER L IMPER RD COCl) � `* o to PROJECT iN O zo c%) ihin N � io North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY FINISH SCHEDULE NOTES FINISH SCHEDULE NOTES 1. THE FINISH OF ALL SPACES SHALL MATCH THE FIRST LINE OF THE SCHEDULE, WHICH IS MARKED TYPICAL(U.O.N.) UNLESS DRAWING TITLE ACST ACOUSTIC CEILING OTHERWISE NOTED. WHEN THE FINISH IS TO MATCH THE TYPICAL, IT WILL BE MARKED THUS ( 0). FINISH SCHEDULE E EXISTING 2. INSTALL GWB FASCIAS AND SOFFITS TO CONCEAL PIPING AND DUCTS WHERE NECESSARY BY MECH., ELEC. SPRINKLER & E-P EXISTING PAINTED PLUMBING DWG's IN ALL FINISHED SPACES, WHETHER OR NOT IT IS SHOWN ON THE DRAWINGS. (I.E. ALL ROOMS WITH ACST NOTES MISCELLANEOUS CT CERAMIC TILE GWB GYPSUM WALL BOARD FINISHED GWB CEILINGS) DETAILS & ROOF PLAN GWB-P GYPSUM WALL BOARD PAINTED 3. A VINYL COVE BASE(VCB) SHALL BE INSTALLED ON ALL GWB PARTITIONS (U.O.N.). VCB SHALL BE 4" LION. HW HARDWOOD FLOOR 4. ALL SURFACES SHALL RECEIVE AN EGG SHELL ENAMEL FINISH (U.O.N.)THE FOLLOWING SPACES SHALL HAVE A SEMI-GLOSS LAM LAMINATE FLOORING ALKYD FINISH: CLEAN WORK ROOMS, LOCKER ROOM, STORAGE ROOMS, EXAM RMS. THE FOLLOWING SPACES SHALL HAVE AN DATE PT PORCELAIN CERAMIC TILE ENAMEL HIGH-GLOSS FINISH: TOILET RMS., SWR AND STERILIZATION. 3.23.2018 PTD PAINTED 5. ALL PTD GWB CEILINGS TO BE CEILING WHITE (U.O.N.) PROJECT NUMBER PLAS-LAM (PL) PLASTIC LAMINATE 6. ALL DOORS AND FRAMES TO HAVE A SEMI-GLOSS FINISH. ST STONE TILE 7. SEE REFLECTED CEILING PLANS (RCP) FOR SOFFITS, DROP-CEILING LOCATIONS AND ADDITIONAL INFORMATION NOT INDICATED 3258 SV SHEET VINYL ON THE FINISH SCHEDULE. DRAWN BY SVT SOLID VINYL TILE 8. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON FINISHES, SPECIAL TREATMENTS, ETC. RP/GS/JF VCB VINYL COVE BASE 9. INSTALL T-4" HIGH CERAMIC TILE WAINSCOT IN ALL TOILETS (FIELD TILE SHALL BE GROUP 3). PROVIDE BULLNOSE AT ALL VWC VINYL WALL COVERING WAINSCOTS &TILE BASE TO BE 6" HIGH (GROUP 3) U.O.N. �F�D ARCSCALE WD WOOD 10. ALL CEILING HEIGHTS SHALL BE 8'-0"(U.O.N.) �� Tcn� AS NOTED 11. ...EXPOSED COLUMNS SHALL HAVE TYPE 12 GWB FURRING 1TYRICAL), .a, i � DRAWING NUMBER 12. PROVIDE A SADDLE AT DOOR TO ALL TOILET AND SHOWER BOOMS. CG M �r 13. PROVIDE WATERPROOFING FOR FLOOR AND UP TO 4"ON WALLS FOR ALL TOILET AND SHOWER ROOMS. " 14. INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH SECTION 10.2 OF NFPA 101 SHALL BE"CLASS A" IN EXITS AND -701 . 00 ND � A 7 01 ■ 0 0 IN EXIT ACCESS CORRIDORS. IQF Nay 15. INTERIOR WALL AND CEILING FINISHES SHALL BE"CLASS A" IN AREAS OTHER THAN THOSE SPECIFIED. SEAL SHEET N0: 15 OF 18 Mike .�►��.�� DOOR ELEVATIONS DOOR SCHEDULE FIXED GL DOOR LOCATION OF DOOR DOOR FRAME FIRE H'WARE North Fork 00 0 0 RATING REMARKS FIXED GL. FIXED GL. (TMP�) N0 FROM TO ELEV MAT JAMB OPENING THICK LOUVER ELEV MAT JAMB HEAD SILL (HRS) SPECS. iv N �, // (TYPE) WIDTH HEIGHT U.C. (TYPE) DETAIL DETAIL DETAIL ' Center TYPE'B' '' TYPE'B' / 3/4 HR " 5" TYPE FIRE RA ED " 5" TYPICAL(•)U O,N. A HM 3'-0" T-0" 13/4" 1/2"U.C. A HM J1 H1 S1 Surgi e n e r \ DOOR // F.P.S.C. LOUVER 01 WAITING CONFERENCE • • • • • • • • • • • 2 700 BOISSEAU AVE, SOUTHOLD, NY RNWHERE 02 CONFERENCE OFFICE + • • • • • • • • • • 2 INDICATED 03 WAITING EXAM • • • • • • • • • • • — 6 04 WAITING PRE-OP 0 0r • r • -- 3 v 05 WAITING PUBLIC TOILET • • • • • 3/4" • • • • S7 3 DOOR FRAMES 06 PRE-OP/RECOVERY ENDO • • •� 3 07 ENDO ANTEROOM • • • • • • + • • • • 3 F — — — 08 ANTEROOM . GROSS DECON + • • • • • r • • r • .3 FIXED GL. FIXED GL. FIXED GL. Z 09 GROSS DECON SCOPE PROCESS • • • • • • • • • • • 3 `�� g (TYP'B') i (TYP B) FRAMELESS (TYPE B') / g t m�e Lu / /j SIDELITES // a J 10 - SCOPE PROCESS GENERAL EQUIP STOR • • • • • • r • r • • 3 -� .. Lu a a � /� o o o 0 o DECALS /� 11 PRE-OP/RECOVERY GENERAL EQUIP STOR • • • • • • • • • • • 11 � 12-15 PRE-OP/RECOVERY VARIOUS LOCATIONS E r • • • • • • • r • BI-FOLD DOOR '6 O O N I O g g r.- 16-17 PRE-OP/RECOVERY PATIENT TOILET • • • • • 3/4" • • • • S7 6 J.O. J.O. o_ SEE PLAN J.O. SEE PLAN o_ Lu w 18 _ PRE-OP/RECOVERY EVS • • • • • • r • • • • 5 U 19 PRE-OP/RECOVERY SEMI-RESTRICTED CORR D • • • • • B • • • • 9 A B C p E 20 SEMI-RESTRICTED CORR STERILE STORAGE 0 0 411 • 0 3 21-22 SEMI-RESTRICTED CORR CLASS B OR • • • • • • • • • • • 3 23 SEMI-RESTRICTED CORR SWR • • • • • • r • • • • 5 ISSUE: DOORJAMB DETAILS 24 SEMI-RESTRICTED CORR SUB STERILE • • • • • • • • • • • 5 NUMBER DESCRIPTION DATE BY FIXED GLASS 25 SEMI-RESTRICTED CORR CWR/STERILIZATION • • • • • • • • • r • 5 01 DSG-01 SUBMITTAL 8.29.16 GS CAULK AS REQ'D CAULK AS REQ'D v CAULK AS REQ'D WOOD CASING 2" a' 26 SEMI-RESTRICTED CORR ANECSTHESIA • • • • • • • • • • • 5 02 ISSUE FOR BID 1.30.17 GS SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE CAULK AS REQ'D 03 ISSUE TO PLANNING BRD 11 .02.17 JF FOR THICKNESS FOR THI KNESS FOR THICKNESS 27 SEMI-RESTRICTED CORR GENERAL EQUIP STOR. • • • • • • s • • • • -— 5 28-29 SEMI-RESTRICTED CORR GENERAL EQUIP STOR. D • • • • • B • • . . 10 04 ISSUE FOR DOB APPROVAL03.23.18 JF + wu + + + uj + 30 SEMI-RESTRICTED CORR EVS • • • • • • r • • r • 5 zg zg 31 SEMI-RESTRICTED CORR STAFF LOCKERS • • • • • • • • • • • 3 a Lu w w 32 CORRIDOR STAFF LOCKERS + • • • • r • • • r • — 3 Lu w U) U) U) 11- 33 STAFF LOCKERS STAFF BATHROOM + • • • • 3/4" • • • • S7 6 - _ 34 PRE-OP/RECOVERY CORRIDOR • r • • • • r •ui • r • --- 3 - _JJ --— —JJ LL-----JJ- 5"(U.O.N.) `L-----J� %" 35 CORRIDOR STAFF LOUNGE • • • • • • • • • • • 3 3 ANCHORS PER 3 ANCHORS PER 3 ANCHORS PER 36 STAFF LOUNGE STAFF STORAGE + • • • • • r • • r • 5 REVISIONS: SIDE @JAMB y SIDE @JAMB 3 ANCHORS PER SIDE @JAMB CA ONLY(TYP.) J2 ONLY(TYP.) J5 SIDE @JAMB J6 ONLY(TYP.) J7 37 VESTIBULE STORAGE — 5 NUMBER DESCRIPTION DATE BY O O O ONLY TYP. ° (TYP.) 38 MEDICAL GAS EXTERIOR + r • S7 - 01 CELLAR DWG ADDITION 10.5.16 GS DOOR HEAD DETAILS 39 CORRIDOR EXTERIOR S7 - 3 02 PER DOH COMMENTS 11.21 .16 GS 40 VESTIBULE . EXTERIOR r • • • r • S7 �� 3 03 PLANNING BRD. COMT'S 10.30.17 JF s 58 SEE PLAN 58 �" $ SEE PLAN 5$ TYPE 4 GWB 04 REV'S PER BLDG. DEPT. 03.23.18 JF B1 OPEN BASEMENT VACUUM • • • • • • r • r r • PARTITION PROVIDE - 5... DIAGONAL BRACING B2 OPEN BASEMENT MECH • • • • • • • • • • • 5 SEE PARTITION TYPE AS REQ'D FOR THICKNESS I WOOD BLOCKING B3 OPEN BASEMENT ATS + • • • • • r • • r • 5 CAULK AS REQ'D 1„ HAT CHANNEL 64 OPEN BASEMENT WATER BOOSTER PUMP • • • • • • • • • • • 5 B5 OPEN BASEMENT SP BOOSTER PUMP + • • • • • r • • r • 5 r�= r�= B6 MECH WATER HEATER • • • • • • • • • • • 5 FINISH CEILING 1/2"TEMPERED GLASS SEALANT B7 MECH SPRINKLER + • r • r • r r • r • (SEE RCP) 1/2"TEMPERED 5 DO NOT SCALE PLANS FRAME BEVEL DOOR GLASS DOOR ARCHITECT OF RECORD CH� AS REQUIRED(TYP.) H2 H3 H4 1 1 Terjesen Associates, Architects 248 West 35th Street 11th Flog New York, NY 10001 DOOR SILL DETAILS 212.239.1526 Fax:212.736.7899 WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME 1y4' E-mail: info@terjesenarchitects.com SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES DOOR MECHANICAL ENGINEER DOOR DOOR DOOR /2"TEMPERED o DOORJAMB I DOORJAMB GLASS EP ENGINEERING BEYOND RUBBER ALIGN BEYOND o o PT FLOOR W 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 FINISH REDUCER MARBLE FINISH Cn FLOOR STRIP SADDLE T: 212.257.6190 F:212.994.8091 -MAX%"@ CORR SAW CUT SMOOTH EXP.CONC. FLOOR SVTNCT STRUCTURAL ENGINEER RUBBER CARPET EXISTING CONC.SLAB CS ) REDUCER STRIP S3 S7 (NOTCH AS REQ'D) S8 EXIST.CONC SLAB O O O O (NOTCH AS REQ'D) �7 DOOR DETAILS PROJECT DOUBLE 20GA METAL STUDS ADD RETURN ON AT ALL DOOR JAMBS RUNNER North Fork S u rg i Ce me r FRAME WHERE GWB INSULATION FINISH IS REQUIRED WHERE INDICATED SPECIFIED DOOR HARDWARE SCHEDULE DOOR SCHEDULE NOTES SOUTHGAGEAS 700 LD, NY VENUE DOUBLE 20 GA. PRESSED METAL SOUTHOLD, NY STUDS DOOR FRAME JAMB ANCHOR CLIP FLOOR HW# FUNCTION LOCKSET STOPS SILENCER BUTTS CLOSER REMARKS 1. THE FIRST LINE OF THE DOOR SCHEDULE SHALL BE TYPICAL FOR ALL DOORS,UPJLESS OTHERWISE NOTED.WHERE THE DOOR IS TO MATCH DRAWING TITLE CONCEALED CLOSER#4500,BALANCE OF HW BY ALUM DOOR MANUF. THE FIRST LINE IT WILL ME MARKED WITH(.). DOOR SCHEDULE DOUBLE 20 GA. RUNNER BETWEEN 01 PASSAGE ENTRANCE • • • PROVIDE CUTS FOR REVIEW 2. CONTRACTOR SHALL CAREFULLY CHECK THE ARCHITECTURAL PLANS STUDS JAMB STUD AND PARTITION SCHEDULE TO VERIFY JAMB AND HEAD DETAILS. CONT BRACING ONLY 02 OFFICE • • • PROVIDE SPECIAL FRAMING AND/OR REINFORCEMENT AS REQUIRED. NOTES AND DETAILS WHERE FINISHED BOTH 3. INSTALL CAULKING AT ALL JOINTS BETWEEN DOOR FRAME AND N GAGE AS SIDES WHERE STUDS 03 SPECIFIED PASSAGE • • • • SURFACE CLOSER PARTITION AT ALL LOCATIONS. _ ARE MORE THE 12'-0" 4. SEE JAMB AND HEAD TYPES J1 &H1 FOR NOTATIONS AND DRYWALL 8"GWB ON LONG 04 PASSAGE • • • — DESCRIPTIONS WHICH ARE TYPICAL FOR JAMBS. CORNER BEAD 2" 2„ METAL STUDS METAL DOOR FRAME 5. ALL FRAMES SHALL BE WELDED TYPE UNLESS OTHERWISE NOTED. DATE 6. INSTALL DOUBLE 20GA STUDS AT ALL DOOR JAMBS. z' 2" FLOOR SLAB 05 STORAGE • • • • SURFACE CLOSER 7. FURNISH&INSTALL THREE(3)SILENCERS @ ALL DOORS. 3.23.ZO18 2" VARIES VARIES TYPICAL (U.O.N) RUNNER 8. GC TO COORDINATE KEYING SYSTEM WITH TENANT. PROJECT NUMBER (DOOR SIDE) O6 PRIVACY • • • • 3258 STANDARD DOOR FRAME TYPICAL DOOR FRAME LOCATION DETAIL 07 PRIVACY • • + DOUBLE SWING HINGES,STANLEY PIVOT HW&ES-1 RELEASE, DRAWN BY TYPICAL GWB DOOR FRAMING PRIVACY GASKETING DOOR HARDWARE NOTES RP/GS/J F 08 PADDLPASSAE PUSH + • . • SURFACE CLOSER A& D DOOR DOOR FRAM 1. ALL LOCKSETS REFER TO'SCHLAGE',LEVER TYPE. ,� Ch/� SCALE 09 PASSAGE PUSH r • (SARGENT)FULL HT HIDGES(HD) 2. ALL LEVER HANDLE HARDWARE SHALL BE TREE WHEELING'WHEN �� / t�� AS NOTED FRAME PADDLE MECHANICAL HOLD OPEN DOOR,SURFACE CLOSER GASKET SECURED IN LOCKED POSITION. /cr r � RUBBER TO SIDE OF JAMB 3. ALL DOORS TO HAVE HD HINGES FBB 179-4-1/2x4) cc _U C� DRAWING NUMBER D00 AUTOMATIC DOOR 10 STORAGE** — • • — **DOUBLE DOOR 4. ALL HARDWARE LOCKSET KEYING SHALL BE KEYED AS PER �k M SWEEP FINIS 0 BOTTOM - DOOR DOOR BOTTOM SEAL BUILDING'S KEYING REQUIREMENTS. DOOR FLOOR GASKET 11 CLASSROOM LOCKSET — • + SURFACE CLOSER VERIFY WITH BUILDING MANAGEMENT AND ENGINEER AS REQUIRED. �Tq 0258# .t©� A-702 , 00 -I\/- 71 �OF Ne LOCK JAMB AT GASKETED HINGED JAMB AT GASKETED DOORS BOTTOM SEAL AT DOORS(HEAD DTL SIM.) GASKETED DOOR DETAILS GASKETED DOORS SEAL SHEET N0: 16 OF 18 PARTITION SCHEDULE PARTITION NOTES ANorth 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPE WITH ACST INSULATION(U.O.N.) 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. IS REQUIRED 3. AT ALL CERAMIC TILE LOCATIONS, PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE SurgiCenter &MR GWB ABOVE. — STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE f� STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE 700 BOISSEAU AVE, SOUTHOLD, NY — METAL TRACK EXTEND 2ND LAYER OF EXTEND GWB TO EXTEND GWB TO CONSTRUCTED IN STRICT ACCORDANCE WITH U.L. REQUIREMENTS. GWB FULL HT AT STRUCTURE AT ALL STRUCTURE AT ALL LOCATIONS W/O CLGS — FIRE RATED OR ACST FIRE RATED OR ACST 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL 44— EXTEND GWB FULL HT PARTITIONS PARTITION 518"LAMINATED GWB 11 MOUNTED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE AT LOCATIONS WITHOUT HEIGHT OF 2ND LAYER SET IN ADHESIVE ABOVE. CEILINGS (TYPICAL) OF GWB ATTYPE 3 PARTITION EXTEND 2ND LAYER OF 314"+/- ACTUAL DIM 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR GWB TO 6"ABOVE EXTEND BOTH LAYERS CEILING AT CORRIDOR 1" PLAN DIM WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE FULL HT AT TYPE 4 LOCATED 12' O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE �— HUNG CEILING PARTITIONS WHERE INDICATED LOCATED 16"O.C. HUNG CEILINGLOUVER 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13A(U.O.N.). t WHERE INDICATED CEILING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 4AL- METAL STUDS 16"O.C. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE& rN INSULATION AT ALL SPACKLE AT ALL SCREW HOLES AND JOINTS. FULL HT CER TILE AT 518"GWB ON 718" EXTERIOR WALLS AND ALL TOILETS(SEE 1 112" FURRING CHANNELS WHERE INDICATED 17�;7 7114" 6"METAL STUDS CERAMIC TIR7EILOCATIONS)TION24"O.C.MAX 12 FOIL BACK SHEATHING GYPSUM WALL PARTITION DETAILS 7" 16"ON CENTER 16 WALL BRACING L EXISTING WINDOW METAL STUDS 16"O.C. AT 1/4 PTS. SINGLE OR DOUBLE I VERTICALLY OAK CAP LAYER 518"GWB ISSUE: 2112" 3 518" EACH SIDE STUD STUD ACST INSULATION VJ"M0�MOLDING 17 CONTROL JOINT NUMBER DESCRIPTION DATE BY WHERE INDICATED a O 01 DSG-01 SUBMITTAL 8.2 .1 " " ( 9 6 G� 2112 I 3 518 I I Lu Lu 3 3/4" 4 718" ACTUAL DIM STUD STUD ACST INSULATION METAL STUDS 16"O.C. EXISTING SILL METAL TRACK :,: 02 ISSUE FOR BID 1.30.17 G� 1 WHERE INDICATED 4" 5" PLAN DIM 33/4" 47/8" ACTUALDIM LI 03 ISSUE TO PLANNING BRD 11.02.17 JF 2 DOUBLE LAYER 518" SINGLE OR DOUBLE 114"MIN SPACE — 518"GWB ON EACH 4 5" PLAN DIM GWB CORRIDOR SIDE LAYER 518"GWB EA. 1304 ISSUE FOR DOB APPROVAL03.23.18 JF SIDE,PROVIDE M.R. SIDE;MR GWB @ TOILETS METAL STUDS 4118" ACTUAL DIM(1518',2112 OR 3 518) 5 (U.O.N.) AT ALL TOILETS PLAN DIM � . . 4 3/8" 51/2" ACTUAL DIM I SEE PLAN ABOVE CT WAINSCOT MAX 2'-0"O.C. SEALANT CORNER REINFORCEMENT 4112" 5112" PLAN DIM 3 FOR DIM + - 518"GWB — 3 5/8"METAL DUROC + BRACING @ 1/4"PTS 518"GWB ON 7/8" ON EACH SIDE PARTITION PARTITION CORNER STUDS 24"O.C. I 3 518"MTL.STUDS (FULL H CEMENT BOARDEIGHT OF WAINSCOT) VERTICALLY AS PER FURRING CHANNELS SOUND (U.O.N.) (FULL H 4112" 6118" ACTUAL DIM 4 (AT 16"O.C.) ARECOMMENDATION 24"O.C.MAX ATTENUATION BLANKETS 1112" 3 518"METAL 4112" 6" PLAN DIM STUDS 16"O.C. (112"GWB) I I CT WAINSCOT SEE PLAN ° .. — ACST INSULATION (U.O.N.) .5 WHERE INDICATED 18"MASONRY WALL METAL TRIM REVISIONS — METAL TRACK SET IN METAL TRACK SET IN METAL TRACK SET IN R-3. METAL TRACK IM2 i EACH SIDE .•..:•.. , CONT BEAD OF SEALANT CONT BEAD OF SEALANT CONT BEAD OF SEALANT (TYPICAL) NUMBER DESCRIPTION DATE BY — BASE BASE -- BASE ILCTBASE R-13 INSULATION AT ALL TBASECORNER REINFORCEMENT01 CELLAR DWG ADDITION 10.5.16 GFINISHED FLOOR FINISHED FLOOR FINISHED FLOOR R MUDBED EXTERIOR WALLS AND SEALANT L� L_� _ WHERE INDICATED FINISHED FLOOR PARTITION-WALL PARTITION 02 PER DOH COMMENTS 11 .21.16 G%c 7FINTERSECTION TERMINAL 03 PLANNING BRD. COMT'S 10.30.17 JF -- STRUCTURAL SLAB STRUCTURAL SLAB �— STRUCTURAL SLAB STRUCTURAL SLAB STRUCTURALSLAB SEALANT 04 REV'S PER BLDG. DEPT. 03.23.18 JF — MECHANICAL FASTENERS *USE 1/2"FIRE-RATED GWB 4'-0"O.C.(MAX) L.STUD (TYPICAL) GWB-SINGLE LAYER GWB-FULL HEIGHT CHASE PARTITION CERAMIC TILE PARTITION GWB-FURRING GWB-FURRING @ WINDOW LOW PARTITION CALENDARBSA 301-60-SM BSA CALENDAR 301-60-SM BSA CALENDAR 176-70M N N A ACOUSTIC INSIJL WHERE INDICATED(STC 50) 17 LOW PARTITION WI OAK CAP O SINGLE LAYER(STC 50) O WHERE 1HR FIRE RATED UL#466 1� 11 14 INSERT NEW STUD INSERT NEW STUD 1 hr — FIRE RATED WHERE INDICATED 18 LOW PARTITION DO NOT SCALE PLANS DOUBLE LAYER DEMO.WALL DEMO.WALL 3 CORRIDOR SIDE(STC 55) 12 4 DOUBLE LAYER EXISTING EXISTING ARCHITECT OF RECORD PARTITION INTO PARTITION INTO EACH SIDE(STC 55) 13 2 HR FIRE RATED AS INDICATED NEW PARTITION NEW PARTITION Terjesen Associates, Architects (CORNER) 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 CERAMIC TILE DETAILS FIRESTOPPING DETAILS CORNER GUARD DETAILS E-mail: infosenarchi`,ects.com MECHANICAALLEENNGINEER �--21/4" EP ENGINEERING CERAMIC TILE 110 WILLIAM STREET 32ND FLOOR NEW YORK NY 10038 - j%........ ............. SEALANT RIGID NON-COMBUSTIBLE MATERIAL COMPACTED 114"RADIUS ' MR GWB ABOVE FACE OF METAL (AT SHOWERS AND TUB LOCATIONS) T:212.257.6190 F:212.994.8091 CT WAINSCOTSTUDS 31/2"O.D.BASE FLANGE SOLID INTO CONFINED SURFACE CONTINUOUS 3" DUROCK CEMENT MET.RETAINER — BOARD ACROVYN STRUCTURAL ENGINEER HIGH IMPACT BULLNOSE C.T. + SLOTTED HOLE IN VINYL ACRYLIC `r FACE PLATE FOR BOLT EXTRUSION c' METAL STUDS 16"O.C. ° c d a a a E / 318' SS BOLT dd A703 - GRAB BAR &NUT Z a a v CONVENTIONAL ADHESIVE STEEL STUD #6x1518"BUGLE E4_ SS CONCEALED o HD DRYWALL SCREW PROJECT (ALIGN w/ ACCENT TILE) MT'G PLATE N CERAMIC TILE RIGID NON-COMBUSTIBLE MATERIAL COMPACTED - ACCENT TILE LOCATION N METAL HAT f 11/2"O.D.SS GRAB BAR SOLID INTO CONFINED SURFACE AT WAINSCOT CHANNEL ELEV. N O r}h Fork S U ^g I C e n+p rMUNTNG HTS.&LOCATIONS) CONC.BACKER 18"o.c. FM-20N 518"GYPSUM BOARD 3 SET SCREWS EQ. PIPE SLEEVE OR DUCT PENETRATION WALLBOARD 700 BOISSEAU AVENUE SPACED ON PERIPHEREY SOUTHOLD, NY CERAMIC TILE OF FLANGE PIPE PENETRATION CONCRETE SLAB FLOOR PENETRATIONS-FIRESTOPPING WALL - DUROCK CEMENT BOARD C GYPSUM BOARD ORGANIC ADHESIVE KE TYPICAL GRAB BAR ANCHORAGE DETAIL DRAWING TITLE A7O3 SCALE:N.T.S. AlO3 1/4"CAP SCALE:N.T.S TOP&BOTTOM 1/16" BOTTOM OF CHAIR RAIL IN PARTITION SCHEDULE IN WAITING AREA NOTES & DETAILS PIPE SLOT LIQUID RUBBER WATERPROOFING MEMBRANE EXIST CONC,SLAB 1)SURFACE MOUNTED CORNER GUARD SPECIFICATIONS i✓ CERAMIC TILE W A)ACROVYN GUARDS SHALL BE MANUFACTURED FROM - _ DRY-SET OR =z Z 078 THICK HIGH IMPACT VINYLIACRYLIC UNITS. DATE BRASS ANGLE NOTES: o ¢ o CERAMIC TILE LATEX PORTLAND CEMENT VCT— w '- " B)CONTINUOUS RETAINERS SHALL BE EXTRUDED VINYL 3.23.2018 _ 2-1 BASE MORTAR BOND COAT SEALANT 1.ALL WORK SHALL BE AS RECOMENDED IN ? UNLESS OTHERWISE NOTE CERAMIC TILE THE TILE COUNCIL OF AMERICA INC. z o = o � o MORTAR BED =M _ PROJECT NUMBER SEALANT 314"+/- MORTAR BED 314" HANDBOOK FOR TILE INSTALLATION. a a v __j a 2)SURFACE MOUNTED CORNER GUARD NOTES INSTALLATION SHALL BE IN m 3258 ::< ACCORDANCE WITH ANSI Al 0841 FOR a A)ALL FULL HEIGHT UNITS TO BE FURNISHED IN LENGTHS CERAMIC TILE ^` QFLOORS AND ANSI A108.4 FOR WALLS. DRAWN BY - - • '<:� TO ACCOMMODATE THE SPECIFIED CEILING HEIGHT WITH FLOOR 0 o 1 ADD ED FOR FIELD VARIAT N 10 S.PARTIAL H I a. E GHT UNIT s R PGSJF 1 / / 1 2. INSTALL SEALANT AT ALL INTERNAL 116 AND EXTERNAL CERAMIC TILE CORNER FLOOR SHALL BE PROVIDED TO ACCOMMODATE THE SPECIFIED ,q , AND INTERSECTIONS W/DISSIMILAR UNIT HEIGHT. E C/y SCALE MATERIALS. SURFACE MOUNTED GUARD g A MINIMUM 24 GA CHANNEL STUDS MUST BE SECURELY `�� / /��' AS NOTED —-- - —--- _ -- - ---- AT PARTIAL HEIGHT ELEVATION ) C7 EXISTING CONCRETE SLAB 3.SEE DOOR SCHEDULE FOR SADDLE ANCHORED TOP AND BOTTOM TO INSURE POSITIVES C' AS TYPE LOCATIONS. ATTACHMENT OF ALUMINUM RETAINERS. DRAWING NUMBER A SECTION @ CERAMIC TILE WAINSCOT GROUT FILL FULL DEPTH OF SLAB spy x268 A-703 . 00 703 SCALE:1-112"=1'••0' B LATEX-PORTLAND CEMENT MORTAR F MARBLE SADDLE DETAIL S-4 A7O3 N� SCALE:N.T.S. A O3 SCALE=N.T.S. 2 OR MORE PENETRATIONS o�' SEAL SHEET NO: 17 OF 1I North SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY LOT BOUNDARY o. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.t o., a, 0,, o, 0, 0 1 01 01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 a., o.1 0., 0., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0, o., 0.2 0.3 0.2 0.t o.1 01 0., o., 0.1 0., 0.z 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 J ti �JW y� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0 9 0 9 0.. 0,4 0.0 0.1 0.1 0�4 00 oM 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 mOQ' e O e I 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 0.7 0 0.0 0.3 0 9 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • o O 0.0 9.0 °.° °.° 0.0 °.° 0.9 °.° 0.9 0.0 °.° 9.0 9.0 010 0.0 0.0 0.0 0.0 9.0 0.9 °.° 9., °., 9.2 00 °b' o ,.e ,.a ,9 ,.9 ,.e ,.9 ,.9 0 ,.� 0.0 °., o o a z 0.t 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0o o 1.9 .3 u ® O O O O O 0.0 0.2 0(3 '9 O 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °.° °.° 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.t a.0 0. 7 3 0 ® 0 O9 0.2 o, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 .3 p 2 0.2 0.1 , 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3. p 0. 2., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0•, o., 0. o WLEL2-WALL MTD. o.s 0.t o.t 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o ,.s ,.s s ,.9 t.e ,.a Q O O O e FIXTURE(4) , 1 3.3 O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 0.. . e o o � ,.a � ,.a ,.a ,.9 ,.B ,.e � o 0 0Z ISSUE: 4 3 3 2 t 0.2 0.1 a 1 a.0 0.0 0.0 • NUMBER DESCRIPTION DATE BY 0.9 9.0 9.0 B.3 ee C.7 C.7 B.3 9.3 9.2 p O O O O p.4 9.2 01 DSG-01 SUBMITTAL 8.29.16 GS ° o Q e t.s is ,.9 is to ,.s Q o 2.8 O ( t.e ,.9 2� 2.9 2. 2. 2.1 3.0 O 3.0 2.t ° EL1-FULL CUTOFF ' a, . u LIGHTING(8) 0.0 9.9 0.0 0.0 0.0 9.9 °., °, 0°.3 ,.s 34 4 U°3 B2 °, °, B, °.° 0.0 9.0 B.92 9O Q O 0 O O o O O p O °b0, 0.e e0, °4 O 4. o 02 ISSUE FOR BID 1 .30.17 GS ' 03 ISSUE TO PLANNING BRD 11.02.17 JF 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 9 09 00 e.e OB o7 0.2 0.1 0.0 0.0 0.0 • 0 p s t.s ,.e ,.e Q °O O Q O p O b o b ,.e 2� 2.9 3.3 2. ,.s 2. 3.4 4,I 4.O 3.0 2. 2. 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O °O oe3 0, .0 0 .0 EL3BOLL(AD LIGHTING 12) oDESCRIPTION 0.0 0.0 o.t o.1 0.1 o.t o.l o.l o.z o ob osTYPE . aO O b O 1 .9 o2 0.0 0.0 0 ELI RAB LIGHTING ALEDFC104Y - 3000K o.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 • o0 ,.a 9 oe o, o 0 0 s o O 0.1 00 0.0 RAB LIGHTING SLIMFC37Y - 3000K 0.0 0.0 0.0 0, 0t 01 01 0, 0.zE2 . 1.9 Q . . . pg 00 08 ,. ,.s ,.s °1 °, 0.0 0.9 ,.e Q INDUSTRIES COPPER LED BOLLARD PATH LIGHT 3000K 00 °' °' 02 eEL3FOCUS 0 O °.2 oREVISIONS: m °° 07 © © O8 OO . . 01 0.0 O .B 1.8 O .8 NUMBER DESCRIPTION DATE BYLIGHTING NOTES °° °.' e.7 Ba p9 0.0 01 CELLAR DWG ADDITION 10.5.16 GS O (9 9 O ') Q 1.9 1,9 1.9 9 �� 1 1. 1.9 1.9 1 1.8 b - UNITS SHOWN ARE FOOT CANDLES. 02 PER DOH COMMENTS 11.21 .16 GS 0.B 0.9 B.0 °.° 9.9 9.B °., 9., °., 0.4 e.• e7 O O O O O O O O O O O O 1.8 ® � p p � ,.a ,.a � o °., °•, °.° 9.B o O O ,� 1.8 ,8 1.9 1.9 1.9 ,.9 1.9 1. 1.9 1.9 1.9 9 1.9 1.9 1.8 t. , - PHOTOMETRIC ANALYSIS CONFIRMS 0.05fc ARE NOT 03 PLANNING BRD. COMT'S 10.30.17 JF 02 BO O °o °O00 ,EXCEEDED ALONG LOT LINE. ° © E 04 REVS PER BLDG. DEPT. 03.23.18 JF - ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 02 0.3 0 ,e B o ® 00e o 0 o pba © °.° OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS AND / ° e 0.0 0.0 0.0 0.0 0.0 0.l o.t o., o., 0.2 0.2 09 07 e. 0 0 e.e 0.2 0., o.o OR WHEN NOTIN USE. o O p b 0, o 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 • Oo 03 02 01 0.0 0.0 O pb ® O O p °b 0 LIGHT FIXTURE SPECIFICATIONS 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 92 p p7 ., 9.3 9.3 B.2 °., 40T 6 p p ,.e s ,.e 1.e 1.e +® Q 0 p o o e ° 6O 0.0 0.0 0.0 01 0, 01 01 0.4 z oz o, o, °, o.o0LE F11JVY o p B, 0.1 0.1 0;2 0 pa „ 03 0.2 DO NOT SCALE PLANS LAN ' B 1.B 1.9 1.9 1.9 1.9 t®. O O o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0 ® 1 19 ® 18 ® 0.7 00 0.2 0.1 0.1 0., 0.0 0.0 • ARCHITECT OF RECORD 0.0 0.0 0.0 o.t at o., o.l °., o.l 0.2 0.z ., 0.3 o.z o.t °., 0.0 0.0 0.0 t. t.e p 0 e .:moo . . . . o.7 0o4 z o.t o., o.0 0.0 0.00.0 0.0 0.0 0b Terjesen Associates, Architects oEL1 (QUANTITY : 8) �\ 248 West 35th Street 11th Floor New York, NY 10001 0 0.2 212.239.1526 Fax:212.736.7899 o 0 0 °.' B.2 0.2 °' °.' °' E-mail: info@terjesenarchitects.com 0.9 0.0 0.9 0.0 0.0 0.0 0.0 °., p,, 9.i 0.0 0.0 0.0 0.0 MECHANICAL ENGINEER 00 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EP ENGINEERING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 Full Cutoff mounitng.Mounts to square steel poles at 20-30 ft,up to 4 fixtures per o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 pole.Patent Pending thermal management system. 100,000 hour L70 lifespan.5 T:212.257.6190 F:212.994.8091 Year Warranty. 0.0 0.0 0.0 0.0 0.0 0.0 Color:Bronze Weight:26.0 lbs STRUCTURAL ENGINEER 0.0 0.0 0.0 0.0 SLIMFC3i7Y 37,57 and 62 Watt SLIM Wallpacks are designed to cover the Color:Bronze footprint of most traditional Wallpacks. They are suitable for mounting PROJECT heights from 20'to 30',and replace HID wattages from 20OW MH to 320W MH. to These ultra-high efficiency fixtures are available in cutoff 0 0�� I �� or full cutoff models. EL2 (QUANTITY : 2) 700 BOISSEAU AVENUE LED Info Driver Info SOUTHOLD, NY Watts: 37W Type: Constant Currer t Color Temp: 3000K(Warm) 120V: 0.31A Color Accuracy: 82 208V: 0.19A DRAWING TITLE L70 Lifespan: 100000240V: 0.16A LM79 lumens: 2,270 277V: 0.14A LIGHTING PLAN Efficacy: 62 LPW Input Watts: 37W Efficiency: 101% Product Options; Finish.Copper,Copper'Acid Rust, Copper Acid Verde ` DATE Details 3.23.2018 • Miterial: Copper PROJECT NUMBER • Sleek,cylindrical body • Built to withstand the outdoor elements 3258 • N`ounts directly into the ground with 4 ABS stabilizing fins DRAWN BY • White high-impact acrylic lens . Lite expectancy up to 10,000 lours for halogen light RP/GS/JF ED (QUANTITY : 12) • Life expectancy up to 50,000 hours for LED light '(,ell ARCy SCALE • 12'diameter light.distribu'ion • Connects to a 12v landscaping electrical system �� y, / n 1/16" = 1'-0" •Translort'ner is necessary but Acct included 0 � DRAWING NUMBER • ETL Listed Darnp ., M • Warranty: 3 years • Made In 11SA 0 6$ '�OFN� A_800 . 00 Dimensions ........... Fixture Height 36", Diameter 3": Shown in,Copper Acid Rust finish SEAL SHEET NO: 18 OF 18 ..... ..... ME CHA NI CA L SYMBOL LEGEND MECHANICAL ABBREVIATIONS DUCT SYMBOILS .. NORTH FORK DIESMIFTION A/AMP AMPERE EQ EQUAL (R) RELOCATED ............ ........... SINGLE LINE DUCTWORK NEW ACCU AIR COOLED CONDENSING UNIT (ER) EXISTING TO BE RELOCATED R RISE .. ......... ........ ...... ............. ... ............... ............ . ........................................ .. ....... S C LLC AD ACCESS DOOR EWB ENTERING WET BULB RA RETURN AIR SINGLE UNE DUCTWORK EXISTING 700 BOISSEAU AVE, SOUTHOLD, NY ................. ............ .... ............ ............ ............- . ......... AHU AIR HANDLING UNIT *F DEGREES FAHRENHEIT REFIR REFRIGERANT N N It N N N N N EXISTING DUCTWORK DEMOLISH BTU BRITISH THERMAL UNIT FA FREE AREA (SQ. Fr.) RLA RUNNING LOAD AMPS ................ -............................ .......... .......... .................... ............ ............ ................. ...... 13TUH BTU PER HOUR FC FLEXIBLE CONNECTION RIM ROOM EQUIPMENT - NEW ..................-. ............... cc COOLING COIL ID FIRE DAMPER SA SUPPLY AIR --------- ...... ... ............. ................. ............... .............. ...... .......... CCW COUNTER CLOCKWISE FT FEET SP STATIC PRESSURE - — — — — — — — — - DUCTWORK WITH ACOUSTIC LINING CD CEILING DIFFUSER HD HEAD SPEC SPECIFICATION - - - - -- - - --: ............. .......... ...... ....... .... ............. ........... ....... .... CFM CUBIC FEET PER MINUTE HIR HOUR TEMP TEMPERATURE DUCT UNDER POSITIVE PRESSURE CG CEILING GRILLE HT HEIGHT TRG TRANSFER GRILLE (SUPPLY AIR OR FAN DISCHARGE) ...... ............. CLG CEILING IN INCH OR INCHES TV TURNING VANES DUCT UNDER POSITIVE PRESSURE COND CONDENSATE KW KILOWATT TYP TYPICAL (RETURN, EXHAUST OR OUTSIDE AIR) .......... CP CONDENSATE PUMP LAT LEAVING AIR TEMPERATURE V VOLTS z vx CR CEILING REGISTER LBS POUNDS W WIDTH CU Fr CUBIC FEET LDIB LEAVING DRY BULB TEMPERATURE W/ WITH VANED ELBOW (SEE DETAIL) ISSUE: DB DRY BULB MBH THOUSAND BTU PER HOUR W/o WITHOUT DESCRIPTION DATE BY (DE) EXISTING TO BE REMOVED MIN MINIMUM ISSUED TO DOH WB WET BULB 05.03.17 CP ........... - ........ .......... ...... ........... ......... ................ ISSUED FOR CONSTRUCTION 05.05.17 CP DIAM DIAMETER NO. NUMBER WIVIS WIRE MESH SCREEN ISSUED FOR ADDENDUM 1 05.19.17 CP DMPR DAMPER NTS NOT TO SCALE DWG DRAWING OA OUTSIDE AIR REVISED PER DOH COMMENTS 07.11.17 CP RADIUS ELBOW (SEE DETAIL) — (E) EXISTING TO REMAIN OAI OUTSIDE AIR INTAKE ISSUED FOR DOB APPROVAL 03.23.18 CP EA EXHAUST AIR P PUMP EAT ENTERING AIR TEMPERATURE PC PUMPED CONDENSATE ..... .......- ............ ........ ....... ..... ......... ....... ................ ... BRANCH DUCT TAKE OFF EDB ENTERING DRY BULB TEMPERATURE PD PRESSURE DROP ELEC ELECTRIC PSIG PSI GAUGE FC DUCT FLEXIBLE CONNECTION FC '� .......... ............ AS PER THF_4011�' NTERNATIONAL CONSTRUCTION CODE, ALL FIRE DAMPERS AND FIRE SMOKE VERTICAL DUCT DROP DAMPERS SHALL HAVE BREAK AWAY CONNECTIONS THAT ARE INSTALLED ACCORDING TO THE (IN DIRECTION OF AIRFLOW) MANUFACTURER'S LISTING. L r- XjVERTICAL DUCT RISE (IN DIRECTION OF AIRFLOW) ............. ....... ................- ................. ........... ......... ... . ......... ................ ........... ITTT SLOTTED LINEAR DIFFUSER WITH PLENUM COMB INA TION FIRE DO NOT SCALE PLANS ENERGY COMPLIANCE .......... ....... .......................... ... .......... ............ ......................... ........................ ......... ............ SMOKE DAMPER X46'HITff6T 6" VID VOLUME DAMPERSTATEMENT INS TA L L A TION MA TRIX Terjesen Associates, Architects ................... ............ . ...... .......... ...... ........... .......... ............. .................. . .......... MECHANICAL ELECTRI IASIS THE PROPOSED MECHANICAL DESIGN REPRESENTED IN THIS 248 West 35th Street 11th Floor New York, NY 10001 FD&AD CONTRACTOR CONTRACTOR YLIEM FIRE DAMPER AND ACCESS DOOR DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, 212.239.1526 Fax: 212.736.7899 .......... ............. z............................................ ............ .......... ..............- FURNISH & X SPECIFICATIONS AND OTHER CALCULATIONS SUBMITTED WITH THIS INSTALL PERMIT APPLICATION. THE PROPOSED MECHANICAL SYSTEMS HAVE E-mail: info@terjesenarchitects.com AUTOMATIC DAMPER (ELECTRIC) DAMPER BEEN DESIGNED TO MEET 2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH 2017 UNIFORM SUPPLEMENT AND TO MECHANICAL ENGINEER ....... ...... ............ ........ .................. ............. ................ ......... FURNISH & COMPLY WITH THE MANDATORY REQUIREMENTS SET FORTH. COMBINATION SMOKE AND FIRE DAMPER INSTALL 0* FSD&AD AND ACCESS DOOR DUCT/SMOKE X 6 16 EP 0 .................................................. .................. ........... ........... .............. DETECTOR 110 William Street 32nd Floor NewYork, NY 10038 R RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW) INSTALL LINE 212,257.6190 Fax: 212.994,8091 VOLTAGE .............. ............ - : .................. ............ ........ . ................... ............ www.EPENGINEERING.com WIRING AND X DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW) CONDUITS STRUCTURAL ENGINEER ............................. ........... .................. ................... ................. ......... ...... Engineering Firm INSTALL FIRE CENTER LINE Address ALARM X .. . .......... ................ .............. ............. .- ........... . ....... .............................. ............ ........... CABLING Phone Fax: OR CFM CUBIC FEET PER MINUTE E-mail: ........................................ ............................................ .......... ......... ............- .......... . ............. ........... ............ PROGRAMMING PROJECT FIRE ALARM DIAMETER X DEVICES ........... .. ..... ............... .........................- ....... . ........ SOUTHOLD ASC Lp SQUARE FEET TESTING OF 700 BOISSEAU AVENUE ......... ...... ............................ ........ .................... FIRE SMOKE DAMPER X X X SOUTHOLD, NY 1.0 F.A. LOUVER IN DOOR MIN. 1.0 SF FREE AREA ASSEMBLY .......... ....... .... -........... . . . .......... ................... ..... .. .......... . DRA WING LIST NOTES: DRAWING TITLE we UNDERCUT DOOR 1. THIS CHART IS PROVIDED AS A GUIDELINE. IT IS THE MECHANICAL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ...............I......... COORDINATE AMONG THE SUB CONTRACTORS TO M -100 . 00 MECHANICAL SYMBOLS , NOTES & ABBREVIATIONS SYMBOLS, NOTES POINT OF CONNECTION ENSURE COMPLETE UNDERSTANDING OF THE SYSTEMS, INCLUDING HOW AND BY WHOM THEY SHALL BE M -300 . 00 MECHANICAL CONSTRUCTION PLAN - CELLAR ............................. .................. ........ INSTALLED. & ABBREVIATIONS POINT OF DISCONNECTION M -301. 00 MECHANICAL CONSTRUCTION PLAN - GROUND FLOOR .. .......... ............... ............ . .......... . . ......... ....... M -400 . 00 MECHANICAL PIPING PLAN - CELLAR CD-A DATE TYPE A CEILING DIFFUSER 400 400 CFM SUPPLY AIR M -401 . 00 MECHANICAL PIPING PLAN - GROUND FLOOR 3/22/18 12*0 12" DIAMETER NECK PROJECT NUMBER M - 600 . 00 MECHANICAL SCHEDULES (1 OF 2 ) CR-A 2017.025 (CG-A) TYPE A CEILING REGISTER (CEILING GRILLE) M - 601 . 00 MECHANICAL SCHEDULES (2 OF 2 ) DRAWN BY .......... ........ ... ....... ......... ................ .............................. M -70 0 . 0 0 ........... ..... MECHANICAL DETAILS (1 OF 2 ) DRVVN SQUARE DIFFUSER WITH BLANKING PLATE M -701. 00 MECHANICAL DETAILS (2 OF 2) ti SCALE ............ .......... ............. NS (1 OF 3 ) AS NOTED M - 800 . 00 MECHANICAL SPECIFICATIO' 0 THERMOSTAT CC tj C7 DRAWING NUMBER r M -801. 00 MECHANICAL SPECIFICATIONS (2 OF 3 ) ........... ................. ............. ................................... . ........... M M - 802 . 00 MECHANICAL SPECIFICATIONS ( 3 OF 3 ) SMOKE DETECTOR X268 40 MMI 00000 OF N HUMIDITY SENSOR SEAL SHEET NO I OF 12 Aw': M§r.% .fin 2 "Avg 'qm W, W" �.-�-T R: I.."M 11M X�W% `KW* AM: is ', NORTH FORK '. . ............... SC7 LLC 700 BOISSEAU AVE, SOUTHOLD, NY .............. 10x8 OAI UP p7 ME a ru .......... he' -------------------- --------777 7:77 1 11600 100011400 % ............. 2 L-A aQ--A (300) (300) (300) % ......................... ISSUE: DESCRIPTION DATE BY - - 3;(!�KE ISSUED TO DOH 05.03.17 7p fll ISSUED FOR CONSTRUCTION 05.05.17 7-P ... ................ U ISSUED FOR ADDENDUM 1 05.19.17 CP ........... REVISED PER DOH COMMENTS 07,11.17 CID :q ISSUED FOR DOB APPROVAL 03.23.18 CP .............. T3- FLUE UP A S G-A SG-A (206) (206) (206) ----------------- ----------------- ---------- 1 8x8 ------ - ------------------ & . . .. .... 'r W, �A DO NOT SCALE PLANS _1 ......7: ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11 th Floor Now York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER =11170 v Ersimus ICHA NICA L CONS TR UC TION PL AN - CIL L A R 110 William Street 32nd Floor New York, NY 10038 SCALE: 3/16*=l'-O* 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com . ..................... .............................................. . ....... ............................................................................................................................ STRUCTURAL ENGINEER PLAN NOTES KEY NOTES BALANCING REPORT NOTES Engineering Firm 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL FIRE AND SMOKE DAMPERS (PBDs). G) PROVIDE STAINLESS STEEL DRIP PAN WITH LEAK DETECTOR AND CONDENSATE AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING: Address DRAWINGS. PUMP. REFER TO M-400 DRAWING FOR PIPED CONDENSATE RUNS AND Phone Fax: 15. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER. TERMINATIONS. 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH AIR HANDLING UNIT AND FAN FOR THE FOLLOWING E-mail: 2. DRAWINGS ARE DIAGRAMMAT11C. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. HANG NEW WALL MOUNTED DUCTLESS UNIT PER MANUFACTURERS AIRFLOWS: 16. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. RECOMMENDATIONS. SIZE AND ROUTE RS/RL PIPING PER MANUFACTURERS RETURN AIR PROJECT ' 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. SPECIFICATION. PROVIDE PIPING SHOP DRAWING AND RISER TO UNIT SUPPLY AIR 17. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCA11ONS OF MANUFACTURER PRIOR TO INSTALLATION. ROUTE PIPING AS SHOWN IN AIR DEVICES. SOUTHOLD AS COORDINATION WITH ARCHITECTURAL PLANS. EXHAUST AIR 4. NEITHER ACCURACY 14OR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON OUTSIDE AIR DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 18. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY CONNECT 3*0 FLUE UP TO ROOF IN EXISTING. CHIMNEY. CONTRACTOR SHALL 700 BOISSEAU AVENUE IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS TO MAINTAIN FREE FLOW AREA INDICATED. OPEN CHIMNEY TO INSTALL NEW FLUES AND REPAIR TO ORIGINAL CONDITION. 2. MOTOR AMPERAGE AND RPM READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. MATERIAL SHALL BE CPVC. INSTALL PER MANUFACTURER'S INSTALLATION 19. USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES. MANUAL 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. PLANS. DRAWING TITLE 20. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL. PROVIDE 3.3 KW ELECTRIC UNIT HEATER (BASIS: MARKEL MODEL UH). 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL k READINGS. 6. PROVIDE ACCESS PA14ELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE PROVIDE 208V SINGLE PHASE POWER - COORDINATE WITH ELECTRICAL. MECHANICAL EXACT LOCATIONS WITH ARCHITECT. PROVIDE WALL MOUNTED THERMOSTAT. 5. SEAL OF THE LICENSED TESTING AND BALANCING 21. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND INDIVIDUAL 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO RUN OUTS. AND UPSTREAM OF ALL DUCTED REGISTERS WHETHER SHOWN OR NOT. ALL R QCONNECT 300 COMBUSTION AIR INTAKE OUT LIGHT WELL TO GOOSENECK CONSTRUCTION PLAN DAMPERS SHALL BE CABLE OPERATED DAMPERS FOR BALANCING FROM THE FACE OF THE A] SUPPORT DUCTWORK,, PIPING AND EQUIPMENT FROM STRUCTURE. MACKEr MTERBCELLAR OUTLEr. FOR ALL EXTERIOR LENGTHS OF FLUE. INSTALL PER MANUFACTURER'S 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE INSTALLATION MANUAL. 22. PROVIDE 360 CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG. FACILITY. DATE REQUIREMENTS. 7/10/17 9. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING 23. ALL EQUIPMENT AND ACCESSORIES (AC UNITS, FANS, DUCT HEATERS, HUMIDIFIERS, DAMPERS, REQUIREMENTS. MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO PROJECT NUMBER ETC.) SHALL BE ACCESSIBLE FROM THE CATWALK ABOVE THE CEILING IN THE ATTIC. VERIFY COMPLIANCE WITH BOND AND WARRANTY OF EXISTING ROOF. 2017.025 DRAWN BY 10. 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EHn. � 11" 1111 1111. ........ 1111 ... ... ........ _ ,,. p�± .. 11::11.. ._,. :: �, ,. ... .a.. a,�:� �,-" � ......... ... .,. ......... ...a:�. �[LG.�L.1 .. 1111.. ... . . 1111 1111. 1111 .. ... 1111... i. f HUM , \2 (40Q)a EDH CUH 12x6 1-2 . 14x12 UP EBH 1-2 . 1-2 _ _ x:.EG A - (115} GXF 1 2 7 1 2 .... .... . � _ M (1 OO) . /�--1 .. i:::�:X I <:<.n. . , �kl . � ' CUH . ,. 111:1 ,W. . . t2xs uP T 1-1 .. .. . . . .. .... Z". DO NOT SCALE PLANS . Q GXF 1 1 U % > ,,,..._,.,..... .............. .....�. , - - ] :.7 ,ri ..:: , R ARCHITECT OF RECORD Terjesen Associates, Architects West e wY 4? 248 Wet 35th Street 11th Floor New York, NY 10001 .. ' : E;..�.. . . •,. ` 212.239.1526 Fax: 212.736.7899 . nn . E-mail: info@terjesenarchitects.com I .: „c: MECHANICAL ENGINEER P. ep : .� ' �i EP F.91 US I. ECHA N/CAL CONS TR UC TION PL A N - GR D UND FL DOR 110 William Street 32nd Floor New York, NY 10038 i. 212.257.6190 Fax: 212.994.8091 1 SCALE: 3/16"=1'-a" www.EPENGINEERING.ccm F. V. .............. ..... . .....1111........................ .... -. ... . .. ......�.. ......11 _1.._11.....1 _,_..,. PLAN NO TES KEY NO TES BALANCING REPORT N O T ES = STRUCTURAL ENGINEER : Engineering Firm 1. GENERAL NOTES, SYMBOL UST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL FIRE AND SMOKE DAMPERS (PBDs). O PROVIDE STAINLESS STEEL DRIP PAN WITH LEAK DETECTOR AND CONDENSATE OF THE OUTLET. PROVIDE RAIN CAP FOR EACH FLUE AND STAGGER AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING: Address DRAWINGS. PUMP. REFER TO M-401 DRAWING FOR PIPED CONDENSATE RUNS AND TERMINATION ELEVATIONS. MATERIAL SHALL BE CPVC - PROVIDE UV JACKET 1. TRAVERSE AIR READINGS C Phone Fax: n 15. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER. TERMINATIONS. FOR ALL EXTERIOR LENGTHS OF FLUE. INSTALL PER MANUFACTURER'S ( FM AND SP) AT EACH E-mail: . ;E 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. � INSTALLATION MANUAL AIR HANDLING UNIT ANF FAN FOR THE FOLLOWING I.1:1 �:J INSTALL NEW STEAM HUMIDIFlER ON WALL ABOVE CEILING WITH STEEL WALL AIRFLOWS: RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. �.,: :. .,t. -<. ::::;,,,;: .. ., „ ._ :: :: " ....... .......nom.: :.., ; <. 16. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. ° ni BRACKETS AND CONNECT STEAM ABSORPTION MANIFOLD IN SUPPLY O SUPPLY AND RETURN DUCTWORK SHALL RISE UP ALONG THE BUILDING AND RETURN AIR PROJECT i 9 ` DUCTWORK (REFER TO M-441 DRAWING). CONNECT ATMOSPHERIC STEAM ENTER THROUGH THE SLANTED ROOF ABOVE THE CEILING LEVEL FASTEN SUPPLY AIR 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. 17. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF INLET AND GRAVITY CONCENSATE OUTLET TO STEAM DISTRIBUTOR. MAINTAIN DUCTWORK TO BUILDING AND COORDINATE WITH STRUCTURAL ENGINEER. AIR DEVICES. 36" CLEARANCE ON THE FRONT FACE. INSTALL PER MANUFACTURER'S EXHAUST AIR S O U T H O L D ASC11 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON " LITERATURE. PROVIDE A NEW 1 COLD WATER DOMESTIC CONNECTION TO 10 PROVIDE NEW CONCRETE CURB AND STRUCTURAL STEEL DUNNAGE (BY OUTSIDE AIR � 700 BOISSEAU AVENUE DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 18. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY NEARBY WATER SOURCE AND PROTECT WITH NEW DOUBLE CHECK VALVE OTHERS - COORDINATE WITH STRUCTURAL ENGINEER) IN THIS AREA FOR ALL IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS TO MAINTAIN FREE FLOW AREA INDICATED. (REFER TO PLUMBING PLANS FOR MORE INFORMATION). EXACT LOCATION TO NEW AC UNITS. PROVIDE STEEL CROSS-MEMBERS AS REQUIRED TO MOUNT 2. MOTOR AMPERAGE AND RPM READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. BE VERIFIED IN FIELD. NEW EQUIPMENT. RATINGS FOR ALL EQUIPMENT BEING BALANCED. <; 19, USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. 3 DUCTWORK SHALL BE ALUMINUM 3'-0' UPSTREAM AND DOWNSTREAM OF 11 12x12 OAI DUCT UP TO ROOF. TERMINATE WITH GOOSENECK. INTAKE SHALL PLANS. .:"" - "�°~ °:�= °� - ` 'M_' .._'__'__`""r " 20. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL. O HUMIDIFIER MANIFOLD. BE MINIMUM 10' FROM ALL EXHAUST OPENINGS AND LOT LINES. PROVIDE 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL `' DRAWING TITLE s. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE FSD AT THE ROOF PENETRATION AND MOTORIZED DAMPER TO BE ACCESSIBLE READINGS. # MECHANICAL : Iq EXACT LOCATIONS WITH ARCHITECT, fJ4 MAINTAIN MINIMUM 4'-0" BETWEEN DUCT HEATER AND HUMIDIFIER, FROM THE AHU-11&2TT0 OPEN WHENAEITHER UNR SER INTERLOCKED CAND C WITH WHEN 5. SEAL OF NDMDUAL E LICENSED TESTING AND BALANCINGIn CONSTRUCTION PLAN 21. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND RUN OUTS, AND UPSTREAM OF ALL DUCTED REGISTERS WHETHER SHOWN OR NOT. ALL 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL do SUPPORTS AS REQUIRED TO DAMPERS SHALL BE CABLE OPERATED DAMPERS FOR BALANCING FROM THE FACE OF THE AIR 5 DUCT TO RUN DOWN TO GRILLE APPROX. 8" AFF IN SCOPE PROCESSING BOTH UNITS ARE OFF. SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. OUTS. ROOM / OR ROOM / MED GAS ROOM. COORDINATE FURRING OF WALL TO 12 - GROUND FLOOR i. ACCOMMODATE DUCTWORK WITH ARCHITECT. Q PROVIDE MERV 14 FILTER BANK WITH DOUBLE WALL INSULATION IN SUPPLY 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE DUCTWORK (BASIS: SUPERFLO SS2-10H2OW-11NS). FILTER BANK SHALL � v: ': nnnn.°:.:,_...,`r..,�;:r,>.;c1__ In-. °:;:.,�^: .-.�r �,: t FACILITY. 22. PROVIDE 36 CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG. T COMBINATION FIRE AND SMOKE DAMPER (FSD) SHALL BE INSTALLED AT THE CONSIST OF (2) 24x24 FILTERS. TRANSITION DUCTWORK AS REQUIRED. DATE REQUIREMENTS. PROVIDE DIFFERENTIAL PRESSURE SENSOR ACROSS FILTER AND TIE INTO ROOF PENETRATION AND ACTUATOR SHALL BE ACCESSIBLE FROM THE ATTIC 7110117 9, COORDINATE ROOF" PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING CATWALK. PROVIDE DUCT SMOKE DETECTOR WITHIN 5'-O" OF THE FSD WITH HVAC CONTROL PANEL IN CELLAR WITH DIRTY FILTER STATUS ALARM. :. REQUIREMENTS. MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO 23. ALL EQUIPMENT AND ACCESSORIES (AC UNITS, FANS, DUCT HEATERS, HUMIDIFIERS, DAMPERS, NO AIR OUTLETS OR INLETS BETWEEN THE DETECTOR AND THE DAMPER. PROJECT NUMBER VERIFY COMPLIANCE WITH BOND AND WARRANTY OF EXISTING ROOF. ETC. SHALL BE ACCESSIBLE FROM THE CATWALK ABOVE THE CEILING IN THE ATTIC. DUCT SMOKE DETECTOR ACTUATION SHALL SHUT DOWN ASSOCIATED AIR 13 PROVIDE MERV 14 FILTER BANK WITH DOUBLE WALL INSULATION IN SUPPLY HANDLER SUPPLY AND RETURN FAN. COORDINATE WITH ELECTRICAL DUCTWORK (BASIS: SUPERFLO SS2-10H2OW-11NS). FILTER BANK SHALL 2017.025 CONTRACTOR AND FIRE ALARM VENDOR. CONSIST OF (2) 24x24 AND (2) 12x24 FILTERS. TRANSITION DUCTWORK AS I'. DRAWN BY 10. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING REQUIRED. PROVIDE DIFFERENTIAL PRESSURE SENSOR ACROSS FILTER AND INSERTS. 07 PROVIDE FUSIBLE LINK FIRE DAMPER AT ROOF PENETRATION WITH DUCT TIE INTO HVAC CONTROL PANEL IN CELLAR WITH DIRTY FILTER STATUS ALARM. DRWN ACCESS DOOR BELOW ROOF. PROVIDE MOTORIZED DAMPER IN VERTICAL • " " FzED ARC SCALE 11. INSTALL THERMOSTATS AND HUMIDISTATS 4-6 ABOVE FINISHED FLOOR OR AS DIRECTED DUCTWORK INTERLOCKED WRH ASSOCIATED FAN TO MODULATE OPEN/CLOSE 14 FRESH AIR INTAKE SHALL BE MINIMUM IO'-O" FROM EXHAUST TERMINATIONS .� tii OTHERWISE BY ARCHITECT. WHEN THE FAN ENERGIZES/DE-ENERGIZES. FAN SHALL BE INSTALLED INLINE AND LOT LINES. �.� 1. �� ' AS NOTED WITH THE VERTICAL DUCT WITHIN THE ATTIC PLENUM. EXTEND DUCT V-0" " " � U A� DRAWING NUMBER 12. PROVIDE BALL-IN-THE-WALL TYPE ROOM PRESSURE SENSOR IN ALL PRESSURIZED SPACES ABOVE ROOF AND TERMINATE WITH RAIN CAP. FAN AND DAMPERS SHALL BE - ,' M (SIMILAR TO ADI-69-V-N/P). ACCESSIBLE FROM CATWALK IN ATTIC SPACE. * . r a: 13. STRUCTURAL WELDING SHALL BE CONTINUOUS 1/4" FILLET UNLESS REQUIRED OTHERWISE. O CONNECT 3'0 FLUE UP TO ROOF IN EXISTING CHIMNEY. CONTRACTOR SHALL s�-yya�6 yd4 01 s oo OPEN CHIMNEY TO INSTALL NEW FLUES AND REPAIR TO ORIGINAL CONDITION. OF N 14. 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RS/RLn3 CP 3/4"- COND 4 DO NOT SCALE PLANS 7W ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep EP OfflnME.03 4: 6 PZ A IV C7. 11.Z A R 110 William Street 32nd Floor New York, NY 10038 SCALE: 3/16"=1'-0* 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com . ..........I.............. .................................................................................................................................................................................................................................... STRUCTURAL ENGINEER PLAN NOTES KEY NOTES BALANCING REPORT NOTES Engineering Firm 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL 1O Address SPILL PIPED CONDENSATE INTO FLOOR DRAIN COORDINATE WITH PLUMBING. AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING DRAWINGS. ;, O CONDENSATE PUMP LOCATED IN DRIP PAN BENEATH EQUIPMENT. REFER TO 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH Phone Fax: AIR HANDUNG UNIT ANF FAN FOR THE FOLLOWING E-mail: 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. M-300 DRAWING. AIRFLOWS: RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. RETURN AIR .1.: PROJECT O COORDINATE REFRIGERANT SUCTION/LIQUID PIPING LENGTHS, SIZES, AND QUANTITIES WITH MANUFACTURER AND PROVIDE PIPING SHOP DRAWING SUPPLY AIR 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. INDICATING ALL RELEVANT INFORMATION EXHAUST AIR SOUTHOLD ASC 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON PIPE CONDENSATE FROM INTERNAL LIFT PUMP. OUTSIDE AIR DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 700 BOISSEAU AVENUE IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS 2. MOTOR AMPERAGE AND RPA READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON PLANS. 5. PRODUCT INSTALLA11014 SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. g DRAWING TITLE 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL 6. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE READINGS. MECHANICAL EXACT LOCATIONS WITH ARCHITECT. 5. SEAL OF THE LICENSED TESTING AND BALANCING INDIVIDUAL PIPING PLAN 7. PROVIDE HANGERS, INSERTS. ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. CELLAR 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE FACILITY. DATE 7110/17 9. RUN DUCTS AND PIP114G CONCEALED, UNLESS OTHERWISE spEcinED AND CLEAR OF CEILING INSERTS. PROJECT NUMBER 2017.025 10. 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Terjesen Associates, Architects � . . � I � . - .... -� .. I . ,. 1.- -I.........-...................I....�...�........................".................�......................................I I...................�....�........�........... I......- ; ! rl�-e ' ...... t� ? I . . ...... : �';� �'' 248 West 35th Street 11th Floor New York, NY 1 0001 : I : I � :"_�::' . �H:: iv �:_! . � , : "� I � '� .� ._ - '�P�* I I I I 212.239.1526 Fax: 212.736.7899 r" i. .: z";... .� �. :. V � � . 1. . . P E-mail: info@terjesenarchitects.com a[: :.. . . .ii . :. . . .. : : -11 .- MECHANICAL ENGINEER .. . �* i .. - I ep , �:. EP E131MIG I .: . * :�. :. I.H 110 William Street FloorNewYork, NY 10038 : �. : ECHA NICA L PIPIN6 PL A IV - 6R 0 UND FL 0 OR K. : .� : - 212.257.6190212.994.8091 � I I �.. : SCALE: 3/16*=l'-O" . : www.EPENGINEERI NG.corn : Er : .: .. . I ......................... :i :-: 71i STRUCTURAL ENGINEER : :I PLAN NOTES KEY NOTES BA LA NCING REPORT NOTES I � : . . � . i� I Engineering Firm1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL ` Address'0 SPILL PIPED CONDENSATE INTO JANITOR'S CLOSET SINK. AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING � - DRAWINGS. . k I 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH Phone Fax: .�. . E: I G) CONDENSATE PUMP LOCATED IN DRIP PAN BENEATH HUMIDIFIER. REFER TO � I.: ... .: AIR HANDLING UNIT ANF FAN FOR THE '�� E-mail: : � : ..� 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. M-300 DRAWING. . AIRFLOWS: �'-."�._�_' '::�.'�!�:: �.,' --�� .�_ �. ' ',��' ".1"W'. "I'm":....:.Ij�"M' RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. ."". '111��.. 11.. . :�.1*18MI,...��. �.: �. STEAM PIPING TO EXTEND FROM HUMIDIFIER TO STEAM ABSORPTION MANIFOLD RETURN AIR � PROJECT .. �..: , P. K.: 0 WITHIN DUCTWORK. INSTALL PER MANUFACTURER REQUIREMENTS, ..� 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. SUPPLY .AIR � :.. , ::- I COORDINATE REFRIGERANT SUCTION/LIQUID PIPING LENGTHS, SIZES, AND EXHAUST AIR � SOUTHOLD AS .�.* n: .: :. 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON 0 :.. 1� QUANTITIES WITH MANUFACTURER AND PROVIDE PIPING SHOP DRAWING OUTSIDE AIR 0 :.. * . .. DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES INDICATING ALL RELEVANT INFORMATION �: 700 BOISSEAU AVENUE � IJ�. IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS 2. MOTOR AMPERAGE AND RPM READINGS AND i SOUTHOLD, NY �.' . LI AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. K: � :. :.. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON i: �: :K �� .i :% i. 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. PLANS. - -.�:..Ii:.I..:.11-�ll,",:-:,::��.,-:-,:::- :%-. ..1\%1'1.%. ::: �:n_ - 11- '; : : . 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL DRAWING TITLE - - :�: :. :. ::. :. � 6. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE READINGS. �* . EXACT LOCATIONS WITH ARCHITECT. 5. SEAL OF THE LICENSED TESTING AND BALANCING . MECHANICAL :F I :.: � ��- .. .. INDIVIDUAL :1 ::. 1� . I . ' PIPING PLAN :�. 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO �' � .. 31: �: K '..: .. I SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. .. - GROUND FLOOR ::i . �..: � � � �.; : - .. :-.:. :_' -:,::;....�::..::.:....'.., _"_'_':'.�:'1 ::::::f�..:t::�1....�:�� _ -�.�'.�, .- : I .. 1. 1, 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE I :. FACILITY. � DATE ... � �..� 7/10/17 ' 9. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING . I :. � INSERTS. �0 PROJECT NUMBER �: i .: :. : f ::. - I 2017.025 ' � i. I : 10. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. : � F: � DRAWN BY . :i �. :i . ' I .. '.�. :. __.-._� � 11. PITCH PIPING 1 n IN 20' IN DIRECTION OF FLOW. $ DRWN ..� . : .. : :I D A SCALE : I : 12. PROVIDE TRAPS IN CONDENSATE LINES THAT EXTEND OVER 2*. . C I AS NOTED I :. �0 I � � :. I'll I 0- . .� ... j 0 "I I i I �.. *:: :.� C' I � : ::: 11 !�� -A �� W . �' 0� f DRAWING NUMBER t ' $ . �.. � .. . ' M * � :�. " : 11. : ( � .. .. '--i ............. I 1 17 � E��. 1 7 )�\ (D? - I ' AHU - P I : ED(tii) CID � �... - CID M� 6 0. I � 9 . I'll OF ■M =401` 1 n 0 0 '�. . �11 . * I. ** V il. i � SEAL SHEET N0. 5 OF .. : % ... . � I . : -." " '.'..'.K%. '.'.�� %.I �0";' :,,�.: Ayl�", . �%_-... :_ - :. i�'.:�_':. ,* 1 "*;17�1 %"*�'**'**�'*. %%..� .,m_ '.W� :.�'� :1%.�: '..':�. ,,%...�L.;;;. . ::��: ,�."�.';:*** '.�**% "'t�.: 1:�%_ .'1.',:::.: ...:... *:' :* !*:.. ..T:��: :�:��:::...,::. :: :c� i::. '.� . . . . : .. .. .... . " -. .. .-1 I . ; .1 ...... . . :r'." :::...� ,�...:. . , - . :....':� .&.%. ..�Ifi:� � :�::% :;... �:. _�' - . �.�::%.:' ... % - �::..,. 11� ::11�.: . :.' r... .�...X. ': ,.'�'::��.': Zrjla�. va. ��"'= R'..".... :- .111W.. :��:� ':MKI�9.`� _�U .M.P.� .'�*�** "'.1R..:.:.".1'� *'�ju. -Alr W'�: **U'.":"� ..»;:7;%:..`,`'..,I I *�' 11 . * n��. . nr� '�' W M Mw��* 'M" %�'M' , '. .AA ..,�' ...��....�....::=�. M".." .. . �..: . .1:...... 'i:%:.: ". .::�:' '�',!:!�::::::::....�:...:::.... I-:...... :�i:...��.;� '�%%'�%*. ......� \- -..".`::�:� ..., �'�_ .::.:�:::;;� ;:; - ,% - .1 , .' : ,:****.�. . .1 I I ........i :�:::::..�::..�::. :�� . .. ."�.,. .. . .....::. ,�� . :"�..'.: ;. � ,�'. �� F_M, . . ,= � _V'?�� ...�'. I ... ..... .%�'% I I _%%".% . 11�� I '��'�: ..',.ft. '��'_; .**'*�*1:1, I � :.:. i:�. . .. .:1%'1:.:.;1*� ... 'I.:. . 1� ... - I ��:"....... ]� ., ...�.W:�'.*.�!' � -11%1v.1* •-.9-:* �** � . :��'��.�.?_ '�::�. . t�.��.%'.*�nff.. W�*�'*'�. . " '.- � ,4.. ,... ...:.: ....... ::.. <_. :'. .. .. .. ,', #$.. ....... mom: ...........vE3 >ed... ,. .... :.. ........ ,. ....... =.f<:'.".^.x::.w.,... ., tai:::.. .......x,.., xir.::.n. ', ♦ ana3 �v\ ,, w0^ka' _ ' ROOFTOP DX AC UNIT - BASED ON AA ON ' NORTH FORKI .. ..................... ...... . ... . ........, SUPPLY FAN DATA EXHAUST FAN DATA UNIT CAPACITY (COOUNG) UNIT CAPACITY (HEATING) HOT GAS REHEAT NR COOLED CONDENSER DATA EFFICIENCY S C LLC UNIT NO. LOCATION AREA SERVED WEIGHT ' MBH MBH y H Z MODEL NUMBER =' /P /H /FI�►/ A/MOP �, 700 BOISSEAU AVE, SOUTHOLD, NY : OA CFM ESP STARTER TSP ESP EVAP EAT EVAP LAT EVAP EVAP PRESSURE EVAP LAT MBH CONE COMPRESSOR NOMINAL RPM MHP BHP FLA CFM MHP BHP FLA TURNDOWN EAT EER IEER :: : CFM TOTAL (IN. WG) TYPE (IN. WG) (IN. WG) 'F DB/WB 'F DB/WB EAT 'F LAT 'F (IN. WG) 'F DB/WB TOT OF DB QUANTITY (Ek) TONS SENS TOT INPUT OUTPUT CIRCUIT 1 (NON-EM) CIRCUIT 2 (GENERATOR) AC-1-1 - SEE PLANS 850 4330 2.0 1631 5.0 3.1 16.7 VFD 1.25 1.0 3060 3.0 1.85 10.6 79/65 55/54 107 130 58 94 156 195 10:1 6-10.5 70/59 70 95 2 16.9 10 208/3/60/35.3/-/50 208/3/60/28.6/-/45 2038 12.7 15.4 RN-011-8-0--EB09-3F9 AC-1-2 - SEE PLANS 800 4595 3.0 1763 5.0 3.9 16.7 VFD 1.29 1.0 3670 3.0 2.42 10.6 78/64 55/54 123 153 63 94 156 195 10:1 6-10.5 70/59 87 95 2 22.4 12.5 208/3/60/49.8/-/60 208/3/60/28.6/-/45 2153 12.1 14.4 RN-013-8-0-EB09-3F9 \ NOTES: 1. PROVIDE 100% MODULATING DUAL ENTHALPY AIRSIDE ECONOMIZER WITH POWER EXHAUST. ALL ECONOMIZER CONTROLS SHALL BE FACTORY INSTALLED. Y' 2. PROVIDE REFRIGERANT 410A. 3. PROVIDE ALL AC UNITS WITH MIN MERV 7 PRE-FILTERS ON SUPPLY AND EXHAUST AIR DUCTS. ; 4. CONTRACTOR TO PROVIDE ALL AC UNITS WITH 4" MERV 15 FINAL FILTERS ON SUPPLY AIR DUCT DOWNSTREAM OF COOLING COIL 5. PROVIDE 5 YEAR WARRANTY ON COMPRESSORS, 10 YEAR WARRANTY ON ALUMINIZED HEAT EXCHANGER AND 1 YEAR WARRANTY ON ALL OTHER PARTS AND LABOR. 6. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY AND RETURN AIR DUCTS. 7. PROVIDE STAINLESS STEEL DRIP PAN. 8. PROVIDE WITH MANUFACTURERS CONTROLS PACKAGE. COORDINATE WITH SEQUENCE OF OPERATIONS. 9. PROVIDE WITH MODULATING GAS FURNACE. : 10. PROVIDE WITH DOUBLE WALL INSULATED CONSTRUCTION. z 11. AC UNIT SHALL HAVE SAME SIDE HORIZONTAL SUPPLY/RETURN INTAKE/DISCHARGE. 12. AC UNIT SHALL BE MOUNTED ON NEW STEEL DUNNAGE (BY STRUCTURAL ENGINEER). 13. PROVIDE AC UNITS WITH SEPARATE POINT OF POWER CONNECTION FOR (1) SUPPLY/EXHAUST/RETURN FAN(S), HEATING AND CONTROLS (CONNECTED TO GENERATOR): (2) COMPRESSOR(S) AND CONDENSER(S) (REGULAR POWER). ' ISSUE. g SPLIT AIR - CONDITIONING UNIT SCHEDULE - BASED ON LG DESCRIPTION DATE BY 6 i ISSUED TO DOH 05.03.17 CP SUPPLY FAN INDOOR UNIT EVAPORATOR COIL CONDENSING UNIT SOUND DATAISSUED FOR CONSTRUCTION 05.05.17 CP MODEL' EFFICIENCY ISSUED FOR ADDENDUM 1 05.19.17 CP APPROX. HEATING (D EVAPORATOR EVAPORATOR SOUND DIMENSIONS UNIT NO. AREA SERVED CFM RANGE ELECTRICAL DATA EAT �'AC� DIMENSIONS ELECTRICAL DATA OA ACTUAL (MBH) MODEL LxWxH COOU�EG HEATING APPROX. DATA (DBA) L.xWxH CFM CFM ESP QTY MOUNTING TYPE COOLING UNIT NO. �� CAPACITY WEIGHT REVISED PER DOH COMMENTS 07.11.17 CP LAW/MED/HI V/PH/HZ RLA MFS LBS DB ('F) WB ('F) (MBH) LOW MED HI V/PH/HZ MCA RLA MFS (MBH1) (MBH) (LBS) CONDENSING UNIT EER SEER HSPF ISSUED FOR DOB APPROVAL 03.23.18 CP li AHU_C_1 'VACCUUM ROOM - 399/509/622 622 - 1 208/1/60 0.4 - WALL MOUNT 31 75 63 15.2 22.0 35 40 45 LSNIBOHSV4 42x9x12 ACCU-C-1 208/3/60 19 15.4 25 18.2 22.0 121 LS180HSV4 12.6 20.5 9.7 53 320305 AHU-C-2 IT ROOM - 399/509/622 622 - 1 208/1/60 0.4 - WALL MOUNT 31 75 63 18.2 22.0 35 40 45 LSN180HSV4 42x9xI2 ACCU-C-2 208/1/60 19 15.4 25 18.2 22.0 121 LS180HSV4 12.6 20.5 9.7 53 320305 AHU-1-1 CONF/OFFICE 100 445/519/618 618 0.31 1 208/1/60 1.06 15 CEILING DUCTED 58 80 67 24.2 27.3 40 41 42 ARNU243BHA4 3508211 AHU-1-2 RECEPTION/WAITING 150 770/894/1003 1003 0.39 1 208/1/60 2.65 15 CEILING DUCTED 84 80 67 36.2 40.6 42 43 44 ARNU363BGA4 500812 ACCU-1-1 ° 208/3/60 30.9 26.3 40 120 135 507 ARUM 121 BTE5 59 490047 AHU-C-3 CELLAR 175 622/770/893 893 0.31 1 208/1/60 2.65 15 CEILING DUCTED 84 80 67 28.0 31.5 40 41 42 ARNU283BGA4 500812 AHU-C-4 CELLAR - 445/519/618 618 0.31 1 208/1/60 1.06 15 CEILING DUCTED 58 80 67 24.2 27.3 40 41 42 ARNU2438HA4 35x18x11 �LQTES:. 1. INDOOR UNITS SHALL HAVE WALL MOUNTED THERMOSTATS, DISCONNECT SWITCHES, LEAK DETECTORS, DRIP PANS, CONDENSATE PUMPS, AND HANGERS. 2. PROVIDE 7-YEAR WARRANTY ON COMPRESSOR AND 1-YEAR WARRANTY ON PARTS. ' 3. PROVIDE HEADERS AND OTHER REFRIGERANT PIPING ACCESSORIES AS REQUIRED BY THE MANUFACTURER. F 4. CONTRACTOR TO PROVIDE STAINLESS STEEL DRAIN PAN BENEATH ALL CEILING HUNG AIR HANDLERS WITH CONDENSATE PUMP AND LEAK DETECTOR (RAM MODULE WITH AUDIOVISUAL ALARM). 5. PROVIDE LOW AMBIENT BAFFLE KIT FOR ALL CONDENSERS. 6. PROVIDE HEAT RECOVERY BOX MODEL PRHR032A FOR AACU-1-1. 7. WALL MOUNTED UNITS SHALL HAVE INTERNAL LEAK DETECTOR. PROVIDE INTERNAL CONDENSATE PUMP (SAUERMANN MODEL SI-20). DO NOT SCALE PLANS ELECTRIC DUCT HEA TER SCHEDULE - BASED ON NEPTRONIC STEAM HUMIDIFIER SCHEDULE - BASED ON NEPTRONIC Y Terjesen Associates, Architects ABSORPTION DISPERSION CAPACITY ELECTRICAL DUCT SIZE UNIT NO. FUNCTION SERVICE TYPE MOUNTING CFM DISTANCE METHOD LB/HR OVERALL DIMENSIONS L. DATA KW AMPS MODEL 248 West 35th Street 11th Floor New York, NY 10001 UNIT NO. CFM FPM KW STYLE ELEMENT CONTROLS MOUNTING MODEL 212.239.1526 Fax: 212.736.7899 V/PH/HZ AMPS WIDTH HEIGHT HUM-1-1 HUMIDIFIER OR 27 STEAM WALL 1010 10" SAME2 (1) H 6.7 23.5 x 18.5 x 11.5 57 208/3/60 4 11.5 SK304M E-mail: info@terjesenarchitects.com EDH-1-1 880 528 10 208/3/60 27.8 DUCT HEATER OPEN COIL SCR INSERT 24 10 DF CIOOH HUM-1-2 HUMIDIFIER OR 28 STEAM WALL 1010 10" SAME2 (1) H 6.7 23.5 x 18.5 x 11.5 57 20$/3/60 4 11.5 SK304M MECHANICAL ENGINEER° lap EDH_1_2 880 528 10 208/3/60 27.8 DUCT HEATER OPEN COIL SCR INSERT 24 10 DF CI00HHUM-1-3 HUMIDIFIER ENDO STEAM WALL 580 13" SAM E2 (1) H 4.4 23.5 x 18.5 x 11.5 57 208/3/60 4 11.5 SK304M 110 William Street 32nd Floor New York, NY 10038 EDH-1-3 580 435 6 208/3/60 16.7 DUCT HEATER OPEN COIL SCR INSERT 14 10 DF CIOOH HUM-1--4 HUMIDIFIER PRE/POST STEAM WALL 2975 18" SAME2 (1) H 22.6 28.5 x 21.0 x 12.5 115 208/3/60 10 28 SK31 OM 212.257.6190 Fax: 212,994.8091 www.EPENGINEERING.com .............. ...... _.........w............._..................... ._ NOTES: NOTESl 1. PROVIDE WITH SCR CONTROL, AIRFLOW MONITORING SENSOR, FACTORY CONTROLLER, AND 7-DAY PROGRAMMABLE WALL MOUNTED THERMOSTAT. 1. FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. STRUCTURAL ENGINEER 2. EDH'S TO BE PROVIDED WITH DISCONNECT. 2. PROVIDE UNIT WITH 2 YEAR WARRANTY Engineering Firm 3. PROVIDE SHORT ABSORPTION MANIFOLD. 4. PROVIDE MODULATING CONTROLS WITH HIGH LIMIT SHUT OFF. v Address 5. PROVIDE AIRFLOW PROVING SWITCH Phone Fax: E-mail: PROJECT FAN SCHEDULE - BASED ON GREENHECK PIPING INSULATION SCHEDULE SOUTHOLD ASC 700 BOISSEAU AVENUE PERFORMANCE DATA ELECTRICAL DATA SOUND DATA UNIT NO. LOCATION SERVICE MODEL NUMBER INSULATION CONDUCTNTIY NOMINAL PIPE OR TUBE SIZE (INCHES) SOUTHOLD, NY CFM TOTAL SP (IN WG) TYPE FRPM DRIVE HP BHP VOLTS PHASE HZ FLA ENCLOSURE dBA SONES FLUID OPERATING TEMPERATURE RANGE :M:-. AND USAGE (`F) DRAWING TITLE IXE_1-1 ROOF TX 640 0.75 INLINE 1692 DIRECT 1/4 0.25 115 1 60 - ODP 61 13.1 SQ-99-VG CONDUCTMIITY MEIN RATTING � < 1 1 TO < 11 11 TO < 4 4 TO < 8 g MECHANICAL BTU-IN/(H-FT=-F) TEMPERATURE F TXF-1-2 ROOF TX 360 0.5 INLINE 1578 DIRECT 1/10 007 115 1 60 - ODP 52 7.6 SQ-90-VG SCHEDULES �i > 350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 (1 OF 2) GAS GXF-1-1 ATTIC M D( 215 0.5 INLINE 1502 DIRECT 1/10 0.05 115 1 60 - EXP 51 7.1 SQ-85-VG , 251 - 350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 DATE GXF-1-2 ATTIC GEN EXH 720 0.75 INLINE 1764 DIRECT 3/ 4 0.29 115 1 60 - ODP 62 14.2 SO-99-VG 7110117 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 NO PROJECT NUMBER 1. PROVIDE PRE-WIRED DISCONNECT SWITCH FOR ALL FANS. 141 - 200 0.25 - 0.29 125 1.5 1.5 2.O 2.0 2.0 2017.025 2. PROVIDE ROOF CURB WITH DAMPER TRAY AND VIBRATION ISOLATORS FOR ALL FANS. 3. PROVIDE WITH VARI-GREEN MOTOR MOUNTED ON HOUSING FOR ALL FANS. DRAWN BY 4. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORK. ' 105 - 140 0.21 - 0.28 100 1.0 1.0 1.5 1.5 1.5 DRWN 5. TOILET EXHAUST FANS SHALL OPERATE CONTINUOUSLY 24/7/365. 6. FANS GXF-1-1.4; SHALL BE ON EMERGENCY POWER AND SHALL RUN AT ALL TIMES TO MAINTAIN NEGATIVE PRESSURE RELATIONSHIP IN ASSOCIATED ROOMS. � ��O AR SCALE 7. ALL FANS SHALL BE UL/cUL-705 LISTED "POWER VENTILATORS' 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 AS NOTED OVERh 8. ALL FANS SHALL INCLUDE THERMAL LOAD 9. PROVIDE NE]AA 1 DISCONNECT FOR FANS TXF-1-1.2 do GXF_1_2. DRAWING NUMBER 10. PROVIDE SPARK B RESISTANT CONSTRUCTION, NEMA 7 do 9 DISCONNECT, HI PRO POLYESTER COATING FOR GFX-1-1. < 40 0.20 - 0.26 50 0.5 1.0 1.0 1.0 1.5 m 11. PROVIDE CLASS 1 LEAKAGE DAMPER WITH END SWITCH FOR GXF-1-1.2.. �� x266 dM =600100•a OF N Y SEAL SHEET N0: 6 OF .r r:.w;;:;. '::$ .. ::..:::., ......,... ... ..., ........ ... .e. 's.m:' ...... ...d.K. ..W.. .. ... ..... .. ....... .......... ....>.x.... ... 4 s .: ,. .. ...ao; ......... ' NORTH FORK ' ii. ELECTRIC BASEBOARD HEATER SCHEDULE - BASED ON STELPRO CABINET UNIT HEATER SCHEDULE - BASED ON STELPRO HEATING ELECTRICAL DATA HEATING ELECTRICAL DATA S C LLC DIMENSIONS WEIGHT DIMENSIONS WEIGHT UNIT IVO. LOCATION CAPACITY �'AC� tt-= MODEL UNIT NO. LOCATION MODEL , SOUTHOLD, NY (MBH) KW V`/PH/HZ (MBH) KW V`/PH/HZ Ao... EBH-1-1 VESTIBULE 7.7 2.25 208/1/60 66 x 3.5 x 6.5 12.7 ASBB2258 CUH-1-1 MED GAS 10.2 3.0 208/1/60 24 x 10 x 26 12.7 ACBH0381CT EBH-1_-2 VESTIBULE 7.7 2.25 208/1/60 66 x 3.5 x 6.5 12.7 ASBB2258 CUH-1-2 CORRIDOR 10.2 3.0 208/1/60 24 x 10 x 26 12.7 ACBH0381CT �l 1. ROVIDE REMOTE WALL THERMOSTAT, PEDESTAL KIT, BLANK OFF SECTIONS. 1 : TE : .PPRO 1. PVIDE REMOTE WALL THERMOSTAT, PEDESTAL KIT, BLANK OFF SECTIONS. < 2. PROVIDE WITH DISCONNECT. 2. PROVIDE WITH DISCONNECT. 3. HEATER SHALL HAVE A MAXIMUM 126F SURFACE TEMPERATURE. 3. HEATER SHALL HAVE A MAXIMUM 125'F SURFACE TEMPERATURE. 4. PROVIDE FRONT SUPPLY AND RETURN. DIFFUSER SCHEDULE - BASED ON ANEMOSTA T DUCTWORK INSULA TION SCHEDULE NECK SIZE OVERALL NOISE SERVICE LOCATION THICKNESS MATERIAL FINISH MIN. R-VALUE DESIGN�►TION FUNCTION SERVICE TYPE MOUNTING INCHES DIMENSIONS CRITERIA MODEL REMARKS z SD-,_ SUPPLY CLG DIFFUSER LAY IN AS SHOWN 24" X 24" < 25 NC PG PARAGON PLAQUE, 24" x 24" SUPPLY/RETURN CONCEALED 1-1/2' D-1 VAPORSEAL R-6 UNCONDITIONED SBJA RETURN CLG DIFFUSER LAY IN - 24" X 24" < 25 NC PG PARAGON PLAQUE, 24" x 24" SUPPLY/RETURN SPACE 2" D-1 VAPORSEAL R-6 ISSUE: SUPPLY CLG LINEAR SURFACE AS SHOWN SEE PLAN < 25 NC FFBF-150 (1) 1.5" SLOT _ INTAKE ALL 2" D 3 VAPORSEAL R-6 DESCRIPTION . DATE BY LQJ@ SUPPLY CLG LINEAR SURFACE AS SHOWN 48" x 12" < 25 NC MV-HEP-T NOTE 5ISSUED TO DOH 05.03.17 CP SUPPLY/RETURN UNCONDITIONED, 2" D-2 VAPORSEAL R-8 EXPOSED SPACE ISSUED FOR CONSTRUCTION 05.05.17 CP LD-C SUPPLY CLG LINEAR SURFACE AS SHOWN 72" x 12" < 25 NC MV-HEP-T NOTE 5 EXHAUST MER EXPOSED 2" D-3 VAPORSEAL R-6 ISSUED FOR ADDENDUM 1 05.19.17 CP RETURN CLG LINEAR SURFACE - SEE PLAN < 25 NC FFBF-150 (1) 1.5" SLOT77 1 G: NOTES: ESz_-,9 REVISED PER DOH COMMENTS 07.11.17 CP EXHAUST CLG GRILLE SURFACE - SEE PLAN < 25 NC X3HD 45' DEFLECTION 1. ALL DUCTWORK UPSTREAM AND DOWNSTREAM OF AC-1-1&2 SHALL HAVE INTERNAL LINING. ISSUED FOR DOB APPROVAL 03.23.18 CP NOTES: 1. ARCHITECT TO APPROVE STYLE, COLOR AND FINISH PRIOR TO PURCHASING. 2. PROVIDE MATTE BLACK PAINTED LIGHT SHIELD FOR RETURN OUTLETS. 3. MECHANICAL CONTRACTOR SHALL DIRECT LINEAR DIFFUSER DEFLECTION BLADES FOR COMFORT. i 4. ARCHITECT TO COORDINATE LINEAR DIFFUSER BORDER TYPE PRIOR TO PURCHASE. 1 5. PROVIDE STAINLESS STEEL FACTORY FABRICATED PLENUM FOR UNIT WITH 10X4 SIDE INLET. r C O MB I NA TION FIRE SMOKE ASHRAE 170 Table 7.1 Design Parameters Schedule i DAMPER - I NS T A L L A I OA ACH OA ACH Total ACH Total ACH Design ; TON # Room Name Room Function SF Height Volume Pressure Air Exhausted RH % Req Provided Req Provided Temperature MA T R I X 5 Exam Exam 87 8 696 NR 2 4.8 6 27.2 NR Max 60 70-75 MECHANICAL ELECTRICAL FIRE ALARM 6 Patient Patient 60 8 480 Negative 0 4.4 10 25.0 Yes NR 72-78 CONTRACTOR CONTRACTOR VENDOR FURNISH & 7 Pre/Post-Op Recovery 740 8 5920 NR 2 3.5 6 20.3 NR 20-60 70-75 INSTALL X 8 Sterile Storage Storage 101 8 808 Positive 2 2.2 4 11.9 NR Max 60 72-78 DAMPER 9 Class B OR Operation 280 9 2520 Positive 4 4.4 20 21.0 NR 20-60 68-75 FURNISH & INSTALLX 10 Class B OR Operation 280 9 2520 Positive 4 4.4 20 21.0 NR 20-61 68-75 DUCT/SMOKE DETECTOR 11 SWR SWR 54 8 432 Negative 2 5.1 10 27.8 Yes NR NR INSTALL UNE 12 Sub Sterile Sub Sterile 38 8 304 NR 2 6.4 6 34.5 NR NR NR VOLTAGE 13 CWR CWR 44 8 352 Positive 2 5.5 4 29.8 NR NR NR WIRING AND X DO NOT SCALE PLANS CONDUITS 14 Anesthesia Anesthesia 38 8 304 Negative 0 5.5 8 29.6 NR NR NR 16 Staff Changing Changing 37 8 296 Negative 0 3.8 10 20.3 Yes NR 72-78 ARCHITECT OF RECORD INSTAALLLRMIRE X 17 Staff Lockers Lockers 77 8 616 Negative 0 3.2 10 17.0 Yes NR 72-78 Terjesen Associates, Architects CABLING 19 Staff Lounge Lounge 133 8 1064 NR 4 4.1 4 19.7 NR NR NR 248 West 35th Street 11th Floor New York, NY 10001 20 Medical Gas Storage 56 8 448 Negative 0 4.3 8 23.4 Yes NR NR 22 Endo Endo 226 8 1808 NR 2 3.4 6 19.2 NR 20-60 68-73 212.239.1526 Fax: 212.736.7899 PROGRAMMING X 23 Anteroom Anteroom 27 8 216 E 0 3.6 10 20.8 NR NR NR E-mail: info@terjesenarchitects.com FIRE ALARM 24 Gross Deacon Gross Deacon 34 8 272 Negative 2 5.8 6 33.1 Yes NR 72-78 DEVICES '.,;:::':::.,,. ..:::'R.^.S. .fir., ..,..amu.. ..:.a,. 28 Public Toilet Restroom 35 8 280 Negative 0 0.0 10 16.1 Yes NR 72-78 MECHANICAL ENGINEER 29 Scope Process Scope Process 78 8 624 Negative 2 3.8 10 21.6 Yes NR NR ' p TESTING OF EP S�Wr 13 FIRE SMOKE 33 Soiled Storage 31 8 248 Negative 0 0.0 10 12.1 Yes NR NR 110 William Street 32nd Floor New York, NY 10038 DAMPER X X X 35 Clean Storage 12 8 96 Positive 0 5.8 2 31.3 NR NR 72-78 ASSEM13LY 37 Patient Toilet Restroom 37 8 296 Negative 0 0.0 10 15.2 Yes NR 72-78 212.257.6190 Fax: 212.994.8091 38 Staff Toilet Restroom 57 8 456 Negative 0 0.0 10 10.5 Yes NR 72-78 www.EPENGINEERING.com NOTES: .... . x; 1. THIS CHART IS PROVIDED AS A GUIDELINE. IT IS THE 39 Patient Toilet Restroom 35 8 280 Negative 0 0.0 10 16.1 Yes NR 72-78 STRUCTURAL ENGINEER RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 40 EVS EVS 17 8 136 Negative 0 0.0 10 22.1 Yes NR NR En ineerin Firm COORDINATE AMONG THE SUB CONTRACTORS TO ENSURE 41 EVS EVS 17 8 136 Negative 0 0.0 10 22.1 Yes NR NR g g COMPLETE UNDERSTANDING OF THE SYSTEMS, INCLUDING Address HOW AND BY WHOM THEY SHALL BE INSTALLED. Phone Fax: E-mail: M_::......::.....:...JEC.:.xa:r PROT is SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY 0 ., .....5>x;:.... ::r>ACm•' :::RYH[:.: .::.•.xxr:'.'.`. . '....:\ :::::::;:�x.':::::::xR'> Ti DRAWING TITLE MECHANICAL SCHEDULES (2 OF 2) DATE 7/10/17 PROJECT NUMBER I' 2017.025 DRAWN BY DRWN 420 A SCALE �6� AS NOTED DRAWING NUMBER rn 0268 �p4km =601000 . OF N SEAL SHEET NO: 7 OF 12 ....... . ;. .. s ..:. .: :::... m�°•'•': :rte , .. . ... gm. ., NORTH FORK , FIRE AND SMOKE FIBERGLASS WRAP INSULATION RATED WALL OR PARTITIONI LINTEL PROVIDE MINIMUM 1/4 MAXIMUM 1/2- OR- FIRE RATED WALL PARTITION SIZE AS PER SPECiFiCATIONS LAP JOINT. JPROVIDE FIRESTAT IN DAMPER CLEARANCE FOR DAMPERS EXPANSION SPACE INSTALL AS PER ISEE NOTE #7. EXPANSION ON BOTH SIDES MANUFACTURER'S RECOMMENDATIONSI ANGLE IRON FRAME ALL SEE BELOW & TOP. SEAL CLEARANCE S C LLC FOR DETAILS MANUFACTURER FURNISHED FOUR SIDES FASTEN TO WITH FIBERGLASS CAULKING DUCT SLEEVE. SEE TABLE STEEL DAMPER SLEEVE I MINIMUM 1 OVERLAP 700 BOISSEAU AVE, SOUTHOLD, NY SMOKE DETECTOR MEL LINTEL GENERAL NOTES4 �` i 4 i i S SHALL BE FURNISHED BY WAC CONTFACTOR AND INSTALLED BY WAC i. FIRE DAMPER TO BE U.L LABELED CONTFACTOR. SEE FLOOR PLANS AND N.F.P.A. 90A SYMBOL LIST FOR REQUIREMENTS. 60 6 2. N.F.P.A. APPROVED INSTALLATION H ACCESS DOOR, NO LESS THAN DETAILS TO BE PART OF SUBMISSION U.L APPROVED BREAK 1808 OR AS PRACTICAL: FOR OF FIRE DAMPER FOR APPROVAL, DUCT HIDDEN AWAY JOINT CONNECTION DUCT SIZE. . ...... WHICH SHALL MEET N.F.P.A. STANDARD 90A TYPICAL VOLUME PER ALTERNATE ACCESS DOOR LOCATION 3. DETAILS SHOWN ARE FOR FIRE W SEE NOTES RETAINING ANGLE IRON FRAME, L FOUR SIDES (ENTIRE PERIMETER) DAMPERS IN HORIZONTAL DUCTWORK. DO NOT OVER COMPRESS INSULATION DAMPER OPERATOR OUTSIDE THE FASTENED TO DUCT SLEEVE. FOR FIRE DAMPERS IN VERTICAL DUCT AND AIRSTREAM (COORDINATE DUCT — SIZE AS NOTED ON PLANS LOCATON FOR ACCESS AND DUCTWORK, DETAILS SIMILAR EXCEPT DAMPERS SHALL BE SPRING LOADED. 6* MAXIMUM SERVICING) ELECTRIC OR PNEUMATIC. TRANSVERSE JOINT (SEE NOTES) SEE SPECIFICATION INSULATION. MINIMUM LONGITUDINAL JOINT (SEE NOTES) FASTEN (BOLT, WELDI 4. U.L APPROVED BREAKAWAY SUP n u 16 MAXIMUM. IF ACCESS DOOR IS ACCESS DOOR MINIMUMJOINT CONNECTION MAY BE USED OVERLAP OF 30 OR RIVM DAMPER UL 181 FOIL TAPE NOTES FRAME TO SLEEVE IINSTALLED IN SLEEVE, MAXIMUM 16" HEIGHT 12" OR 1" SMALLER 16 GA. SLEEVE UP IN UEU OF FLANGED CONNECTION 1. INSULATION SHALL BE INSTALLED ACCORDING MINIMUM 3" WIDE THAN DUCT HEIGHT, 120 TO 36"X240 TO MAUFACTURERS RECOMMENDATIONS GENERAL NOTES: MINIMUM LENGTH DUCT SIZE, 14GA. FOR 5. ACCESS DOOR IS SHOWN ON SIDE UNDERLYING 2. DEVICES INSTALLED INSIDE DUCT SHALL NOT BE OF DUCT; IF FUSIBLE LINK IS MORE LARGER DUCTS DUCTWORK HIDDEN BY INSULATION 1. DAMPER TO BE U.L. LABELED N.F.P.A. 90A, BSA AND MEA APPROVED. 5. DETAIL FOR SMOKE DAMPER SHALL BE SIMILAR TO COMBINATION ACCESSIBLE FROM BOTTOM OF 3. ACCESS DOORS AND VOLUME DAMPERS SHALL DAMPER EXCEPT DELETE FiRESTAT IN DAMPER. DUCT RELOCATE ACCESS DOOR. 2. N.F.P.A. APPROVED INSTALLATION DETAILS TO BE PART OF SUBMISSION FUSIBLE LINK RATED FOR V- . ISSUE: 1�1 BE FULLY FUNCTIONAL AFTER INSULATION HAS ANGLE IRON TABLE BEEN INSTALLED OF COMBINATION nRE, & SMOKE DAMPER FOR APPROVAL, WHICH 6. THIS DETAIL IS A GUIDE ONLY. INSTALL DAMPER IN ACCORDANCE 5(rF ABOVE MAX. 6. FROM FIRST 10'—On OF FAN SHALL MEET N.F.P.A. STANDARD 90A AND SHALL BE BSA APPROVED. WITH MANUFACTURER'S RECOMMENDATIONS AND UL LISTING. TEMPERATURE OF SYSTEM 4. ALL TRANSVERSE AND LONGITUDINAL JOINTS WALL DISCHARGE DUCTS AND FOR DUCT DESCRIPTION DATE BY LAP—JOINT AND SEAMS IN SUPPLY AIR DUCT SHALL BE 7. THE WAC CONTRACTOR SHALL PROVIDE ALL DEVICES, RELAYS, END OPENING ANGLE SIZE SIZES LESS THAN 8" DEEP, SEALED AIR TIGHT WITH DAP CMC DUCT 3. DETAILS SHOWN ARE FOR COMBINATION FIRE AND SMOKE DAMPERS IN SWITCHES, E/P SWITCHES, CONTROL COMPONENTS. AIR PIPING, FIRE DAMPER DAMPER BLADES SHALL ISSUED TO DOH 05.03.17 CP SEALER. JOINTS ALSO SHALL BE RIVETED OR HORIZONTAL DUCTWORK. FOR DAMPERS IN VERTICAL DUCTWORK, DETAIL POWER WIRING, CONTROL WIRING AND INTERLOCK WIRING AS FASTEN FIRE DAMPER UP TO 300 1*X1"X1/8" BE INSTALLED IN POCKET OUTSIDE IS SIMILAR. VERTICAL DUCTS WITH HORIZONTAL DAMPERS ARE TO BE ISSUED FOR CONSTRUCTION 05.05.17 CP OF AIR STREAM P CONNECTED WITH SHEET METAL SCREWS. REQUIRED TO ACCOMPLISH THE SEQUENCE OF OPERATION FOR FRAME TO SLEEVE AM SPRING LOADED TYPE. 31" TO 540 1-1/2"xl-1/2 x1/8 5. SOFT ELASTOMER BUTYL GASKETS WITH THESE DAMPERS. ISSUED FOR ADDENDUM 1 05.19.17 CP ADHESIVE BACKING SHALL BE USED TO SEAL 55" TO 840 3-x2-0/116- 4. ACCESS DOOR IS SHOWN IN SIDE OF DUCT. 8. RETAINING ANGLES MUST OVERLAP THE FIREWALL 1" MINIMUM AND FLANGED JOINTS. COVER CORNERS OF OPENINGS. 185- TO 120- 3"x20/16" REVISED PER DOH COMMENTS 07.11.17 CP 0 W DD[SSURf ISSUED FOR DOB APPROVAL 03.23.18 CP INTERIOR DUCT A TION A ND SEA L INCA DITA A L rn FIRf DA MPfR Df TA A //v Tr COMBINATIONFIRfAlVDSMOI(fDAMPfRWITHFIRESTAT- SCALE: NONE SCALE: NONE SCALE: NONE M D ANGLE IRON REINFORCING WHERE REQUIRE WATERPROOF SEAMS AND JOINTS HANGER MHANDETREQU CK STRAP (SEE TABLE WELDED AS IRED :p FOR SIZE) 1/2" x 1/2" AIR FLOW GALV. WIRE MESH SCREEN EVERDUR WELDED SHEET COUNTER FLASHING SOLDERED COUNTER R DI METAL FLASHING 45' SCREWS 6" D IDI=1/4D O.C. (MAX.), D112: 4" CREWS BOLT 2 S (MIN.) GA SUPPORT ANGLE, STEEL DUCT (SEE TABLE FOR ----------- SEISMIC RESTRAINTS REQUIRED FOR SIZE) ROOF SUPPLY, RETURN GALVANIZED UpAn WITH CROSS—SECTIONAL AREA OR EXHAUST DUCT R=W/2 DUCTS OPTIONAL FOR 30" WIDE OR BE PFCS%M TIMM TAP—IN I&E— FF M S109 GREATER THAN 6 SO-FT. 250 OR WIDER 18* MINIMUM VSEL) SEE SHEET M—XXX. 12" MIN. DUCT FLANGE DO NOT SCALE PLANS ROOF STAINLESS STEEL ................... CONSTRUCTION SCREW, 3 - O/C ALL ARCHITECT OF RECORD DUCT WIDTH ROD DIA. SUPPORT ANGLE OR MAX. SPACING AROUND TVP. EQUIVALENT CHANNEL F_ AIR FLOW SLOPE 10 IN 7* WEATHERPROOF F Terjesen Associates, Architects 26" TO 30" 1 1/2- x 1 1/2- x 1/8- 8'-0' O.C. SEAMS AND JOINTS 3/80 DI ROOF CURB 248 West 35th Street 11th Floor New York, NY 10001 RI 31 TO 42" 3/8* 1 1/2" x 1 1/2' x 1/8" 6'-0" O.C. 14" MIN. GALVANIZED STEEL 212.239.1526 Fax: 212,736.7899 ROOF 43" TO 60" 1/20 1 1/2- x 1 1/2- x 1/8- 6--o- O.C. COUNTER FLASHING - OPENING ROOFIN E-mail: info@terjesenarchitects,com MODIFIED BITUMEN =t 4* 61" TO 84' 1/2" 2" x 2" x 1/4' 4'-0w O.C. REINFORCING BASE FLASHING R=3/4D RI=R+DI 850 AND UP 1/210 3' x 3" x 1/4* 4'-00 O.C. MECHANICAL ENGINEER ep EP 82MMUG -LNJ- ROOF DECK 110 William Street 32nd Floor New York, NY 10038 EMUS ELBOVY TAKE— 212.257.6190 Fax: 212.994.8091 FIBER CANT STRIP SET IN BITUMEN www.EPENGINEERING.com STRUCTURAL ENGINEER DUCT BRA NCH TA 1(f-OFF Df TA A DUCT SUPPORTDf TAIL STM DUCTWORK THRU ROOF Df TA A 60 OSfNf ff DETAIL Engineering Firm L4J SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE Address DLj Phone Fax: E-mail: PROJECT SOUTHOLD ASC LINEAR DIFFUSER FASTEN CABLE TO 700 BOISSEAU AVENUE PLENUM DUCT MINIMUM EVERY SOUTHOLD, NY 180 DRAWING*TITLE MECHANICAL D ETAI LS CABLE OPERATOR (1 OF 2) BEHIND DIFTUSER MANUAL VOLUME DAMPER FACE WITH REMOTE CABLE OPERATOR FOR BALANCING DATE BRANCH TAP DAMPER 7/10/17 REMOTELY THROUGH THE FACE OF THE DIFFUSER PROJECT NUMBER 2017.025 FINISHED CEILING LINEAR DIFFUSER2/ DRAWN BY .......... DRWN y RSD AR SCALE AS NOTED :-A DRAWING NUMBER Irn CA 9L f OPERA TED VOL UMf DA MPfR_ SCALE: NONE H T U"IR 0 Ozrob M 7 0 uAg'k OF No ■ SEAL SHEET NO: 0 OF 12 .......... x::*1*,"'V"I"�' MG, 'UM �, :: !:MM 'W' a �.:.. .....< '.. :: .....W.� Om t ORTH FORK , ELASTOMERIC SEAL PIPE OR ANGLE DRAWBAND SC7 LLC SUPPORT' CAP WATERTIGHT MAXIMUM 16' 700 BOISSEAU AVE, SOUTHOLD, NY FLASHING SEPARATE SPEED ION CENTERSUMBRELLA < ,> .... .�.. <�.� ,. .. ..��. .,�.... } CUP WASHER LINEAR ADHERED TO DUCT WITH 100% AIR COVERAGE OF ADHESIVE 4 COMPOSITION- FLASHING FLANGE FLOW FLASHING OF LINER AT TRAVERSE JOINTS (ALL JOINTS) PINS SPOT WELDED r ENTERING, BUTTING AND TRAILING EDGES TO DUCTWORK ' r " THREADED ROD, TO BE COVERED BY NOSING. MAXIMUM 16" `> WASHER. NUT �— CORNER BREAK MASTIC BED TRAVERSE JOINT DETAIL ON CENTERSf : �' UNISTRUT CHANNEL NUT .�- COATED SURFACE OF DAMPER OR INSULATION EXPOSED - 3' LAPPED do COMPRESSED ROOF MEMBRANES " NEOPRENE VIBRATION EQUIPMENT TURNING VANE TO AIR STREAM 3 ISOLATION PAD SECTION ALL ENDS OF LINER LONGITUDINAL JOINT COATED WITH ADHESIVE 16 GA STAINLESS STEEL WEIGHT LINER PI OR CURB CONCRETE DEL'K DISTRIBUTION PAD — 4x4 TYPIAND SPE D CUPELDEDWASHPINS NOT MORE THAN 3" 1 — (SEE DETAIL X 1 "A EQUIPMENT 12 GA GALVANIZED DUCT 1. NOT LESS THAN TWO PINS ON EACH FACE OF DUCT. SUPPORT UNISTRUT CHANNEL FRAME ROOF JACK FLASHING REQUIREMENTS: --SPRING HATCH SECTION INSTALLED WITH NOSING ... ......... . ..: TO CONCEAL LINER EDGES E ) HEIGHT: 8" MIN. ABOVE ROOF BEAM CLAMP W z �' ---- - ' SPEED CLIP WASHER PRESSED LINING (THICKNESS AS SPECIFIED £; / /r" %�l DOWN OVER PIN TO LINING PRESSED DOWN OVER GRIP—PIN FLANGE: 3" TO 4" WIDTH STAINLESS STEEL BOLT. r /'� DETAIL AT DAMPERS AND CLEARANCE TO PIPE: 1/4" MIN. UNISTRUT MODEL #P2785 TURNING VANES CLEARANCE TO UMBRELLA: 1/4" MAX. BEAM ADHESIVE OVER COMPLETEWELD—PIN STUD WELDED TO DUCT ISSUE: ALL ARE SET IN MASTIC AND STRIPPED IN. / SURFACE OF DUCT DUCT (PINS FASTENED TO DUCT WITH FLANGE IS FASTENED TO WOOD NAILER ON INSULATED DECKS. UNER NOSING ADHESIVE NOT APPROVED) DESCRIPTION DATE BY NAILER BOTTOM OF UMBRELLA TO BE 4" BELOW TOP OF FLASHING DETAIL "A" ISSUED TO DOH 05.03.17 CP (ALL SIDES) ISSUED FOR CONSTRUCTION 05.05.17 CP LOW DENSITY BACKING H WIDTH OF EQUIPMENT - HEIGHT "H' __ HIGH DENSITY FACING ISSUED FOR ADDENDUM 1 05.19.17 CP DUCT �� UP TO 24" 14" ACCESS DOOR DETAIL --- - ' 25" TO 36" 1$" ;''r ' / / TRIM AWAY REVISED PER DOH COMMENTS M NTS 07.11.17 CP 37" TO 48" 24" GENERAL NOTES: NOTES: HIGH DENSITY FACING NOS: ISSUED FOR DOB APPROVAL 03.23.18 CP t. .......... :Z�\ 49" TO 60" 30" 1. ALL HARDWARE SHALL BE GALVANIZED. 1. NOSING ATTACHED TO DUCT BY RIVETS, SCREWS OR WELDS. FOU) OVER HIGH DENSITY FACING I BEARING— " " ON ALL LONGITUDINAL JOINTS AND PLATE 61 AND WIDER 48 2. NOSING: 24 GA. UP TO 48"; OVER 48" — SAME GA. AS DUCT. SECURE WITH MECHANICAL FASTENERS < LONGITUDINAL JOINT DETAIL E UIPMENT A ND DUCT SUPPOR T FL A SHI/C ROOFTOP E UIPMENT ON DUNNA GE DETAIL SOUND L ININC INS TA L L A TION & NOSINC Df TA IL 12SCALE: NONE L!J3SCALE: NONE 14 SCALE: NONE is } CROWN TOPPING OF COLD MASTIC I DUCT PLENUM THREADED ROD HOT STEEP ASPHALT i SIZE DETERMINED SECURE SUPPORT ROD METAL FLASHING _. BY SUPPORTED TO STRUCTURE WITH WEIGHT. SEE CONCRETE INSERT 3" SPECS. FOR FISHPLATE OR BEAM 25 GA. BENT PLATE FORM CLAMP AS APPLICABLE SPACING NON FERROUS NAILS IF "A" DIM IS 8" LEAN MIX CEMENT 1:6 8» 3" O.C. OR MORE STRAP HERE PUMPED CONDENSATE FORGED STEEL �JJ GLINTS HANGER LINE1" THICK— __76" MIN °> COLD WATER OUTLET LINING DO NOT SCALE PLANS CONTINUATION TO > __—_ �_ __ A --I f--- A ARCHITECT OF RECORD Ct BUILDING DOMESTIC WATER SYSTEM , Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 1. COLD WPE ATER - ROOF SLAB ., I FUNNEL DRAIN VAPOR BARRIER (IF SPECIFIED} 21 .239.1526 Fax: 212.736.7899 TURNED UP 6" AT PROTRUSION PATCH ROOF SLAB E-mail: info@terjesenarchitects.com AS REQUIRED 12" LONG X 16 SADDLE SHUT OFF P—TRAP SLEEVE 2 1/2" GAUGE SHIELD HEAVY DENSITY VALVE CHECK VALVE NOS: ( I I MECHANICAL ENGINEER PREMOLDED TYPE AS SPECIFIED CHECK VALVE SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SPECIAL SLOTTED LOCK EP '�m ' MS�� FOR THE ROOF CONSTRUCTION. TO ALLOW ADJUSTMENT VARIES INSTALL LINEAR GRILLE 110 William Street 32nd Floor New York, NY 10038 OF COLLAR LENGTH IN DUCT COLLAR 12" LONG HALF SECTION OF CALCIUM CONTINUATION TO 212.257.6190 Fax: 212.994.8091 SILICATE WITH VAPOR BARRIER BUILDING SANITARY EXTENDED 2" OVER EACH END SYSTEM www.EPENGINEERING.com w.. w... .:w... . .... ..........................._................w..._.... .::,.. .. STRUCTURAL ENGINEER €; WHERE STRUCTURAL SLAB DOES NOT PERMIT INSERTS. SUPPORT Engineering Firm PIPING FROM STRUCTURE WITH AUXILIARY STEEL IF REQUIRED, Address Phone Fax: CL E VIS R OL L ER HA I CER Df TA IL INDIREC T DRA IN W1 TH TRA P PRIMER DE TA IL PIPING' THR 0 UGH ROOF DETAIL L INEA R DIFFUSER PL ENUM DETA IL < E-mail: # F161 SCALE: NONE FS CALE: NONE 18 SCALE: NONE 23 SCALE: NONE _; PROJECT 1-1 2-x1—, 2"x1 4" HOT SOUTHOLD ASC / / DIPPED GALVANIZED ANGLE, 700 B O I S S EAU AVENUE SEAL DUCT JOINTS AIR TIGHT TOP AND BOTTOM. IN ACCORDANCE W/ SMACNA SOUTHOLD, NY SEAL CLASS A STANDARDS. MACHINE BO8- HEX LTS, ZINC PLATED NEOPRENE TWO LAYERS OF 1-1/2" ::-.. :,,!::::.r,:.,,..,,n::,,.,.:,�... :��. f�.r �- »`,�>�.:. .>:::.,:.. ::: � : .gym: ��•. ,. ....., RECTANGULAR DUCT, MATERIAL u DRAWING TITLE HANGER RODS TO MOUNTING POST POLYISOCYANURATE INSULATION. AS SPECIFIED. DUCT CONSTRUCTION STRUCTURE ABOVE (IMP.) LEAK DETECTOR OUTER LAYER SHALL BE IN ACCORDANCE W/ SMACNA MECHANICAL CONTINUOUS OVER SUPPORT FRAME. STANDARDS FOR DUCT SERVICE. fi MOUNTING BRACKET ALSO APPROVED IS 13Y ALL UNIT DRAINN PANNI 60 MILS EPDM WRAP. SEAL JOINTS D ETAI LS VIBRATION ISOLATOR 11-1/2-0-1/2-0/4- HOT (,�.} SAME MFGR. WEATHER TIGHT. FULLY ADHERED. DIPPED GALVANIZED CHANNEL, (Z OF Z� ' BOTH SIDES. a a Xo . 1-1/2"x1-1/2"x1/4" HOT DATE v DIPPED GALVANIZED ANGLE. 2x6 PRESSURE TREATED » — » 7110117 1/4- NEOPRENZ r� 0 3/8 HEX HEAD ZINC PLATED WOOD BLOCKING \Z (TYP.) PROJECT NUMBER - - PAD . — MACHINE BOLTS, z 2"x12" PRESSURE TREATED 2017.025 UNIT HEATER, SEE SCHEDULES WOOD, 2 x DUCT WIDTH. FOR SPECIFICATIONS. NEOPRENE MOUNTING POST SHALL BE MASON " » N p 16 WIDE EPDM PADS. FULLY DRAWN BY INDUCTRIES "TYPE ND OR APPROVED EQUAL. ADHERED FULL LENGTH. MOUNT MINIMUM OF 8'-0" AFF ANGLE SHALL BE FULL WIDTH ROOF DRWN CONTRACTOR SHALL COORDINATE NEOPRENE OF WOOD. 3/8 CARRIAGE BOLTS, NOTE: ;'ED A SCALE MIOUNTING POST SIZE WITH MANUFACTURER. TWO PLACES. TIGHTEN BOLT HEADS COAT ZINC PLATED FASTENERS AND FLUSH W/ WOOD. (TYP.) CUT ENDS OF GALVANIZED STEEL W/ AS NOTED COLD GALVANIZING COMPOUND. � U 'A� "� DRAWING NUMBER M * 1" EL ECTRIC UNI T HEA TER DETAIL UNI T VIBRA TION ISOL A TION DE TA IL INSUL A TED EX TERIOR DUCT DETAIL �, M =701 . . 19 SCALE: NONE [2J5SCALE: NONE 10 SCALE: NONE SEAL SHEET N0: 9 OF 12 ,.� :r ... ,,u. , : »... ,..:: ..>; w,. ..... ,•.. w �,.. �. ,,. ..... ,..v: .. :.. BMs�.., ..:.,.. < .. ......... . ,:..>.. ..:.:.:j.F,: ,.".. � .. . ...... .. .. . : ..., ": .gam,.. ... '•y"^".....�e`y."'v�i":::...i'iiaV^w,�.`:... .a,�k:::v. -�::::... ..:.. .... ..� ... .. .,v,. .� i.`.�?'^.:.::.�:,:::� :::h?:3?:: .:: ',, L ,..... ....?�:::�' ......_ ..... .`P�'G:.' v5� � .. ,..,. .:.�...:. ...........:..::..::'.."�` ":- Yui `axa�;i :. 1. :. ::: ::: � .., NORTH FORK . .. 1.GENERAL CONDITIONS INCIDENTALS AND DETAILS NECESSARY TO PROVIDE ALL CHARGES AND COSTS MADE NECESSARY BY DUSTING PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING B.SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE 12" X 12" FOR HAND ACCESS. DOORS IN WALLS AND : COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS CONDITIONS ARE INCLUDED AND THAT THE COMPLETE FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS ENGINEER TEN WORKING DAYS FOR REVIEW WITHOUT B.ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS CEILING SHALL BE PRIME COATED CARBON STEEL P' A DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. AND/OR FLOORS SHALL BE FIRE SEALED WITH APPROVED FURNISH FIRE RATED DOORS FOR FIRE RATED I. INCLUDING GENERAL. AND SUPPLEMENTARY CONDITIONS SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB THE PROPOSED COST. LATER CLAIMS SHALL NOT BE MADE INTERIOR OR THE EXTERIOR. SEALANTS RATED FOR THE APPLICATION SO AS TO CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED C.SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM AS CONSTRUCTION. PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. BEING BY THE LANDLORD SHALL BE PROVIDED BY THE BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD S.ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION CONDITIONS USING THE MANUFACTURER'S LISTED ON THE TO THE U.L ASSEMBLY RATING OF THE FLOOR OR WALL �; MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL DRAWINGS. INDICATE. ON EACH SUBMISSION THE PROJECT 13. METAL DUCTWORK - NO FIBERGLASS OR FLEXIBLE DUCT B.THE TERM "CONTRACTOR` SHALL MEAN THE "MECHANICAL ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD THE ON-SITE INSPECTION SHALL VERIFY EXISTING BECOME THE PROPERTY OF THE CONTRACTOR WITH THE NAME AND LOCATION, ARCHITECT AND ENGINEER, ITEM C.SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND ALLOWED I CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, DUCTWORK, PIPING (SIZES, CLEARANCES, ETC) AND EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS IDENTIFICATION AND APPROVAL STAMP OF PRIME PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE 700 BOISSEAU AVE SOUTHOLD NY THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING CONDITIONS. REQUESTED BY THE BUILDING REPRESENTATIVE. ARCHITECT CONTRACTORS. FINISHED WITH SMOOTH EDGES. FOR OTHER THAN THE TENANT SPACE PRIOR TO SUBMISSION OF BID. nW,. ..:�x.: ^_, ,., :,r ,...r, ::..:.:::.,. :::::.v,: .:.. ..... .:.....: :....: <: ' OR AS NOTED TO BE RELOCATED ON THE DRAWINGS ANO DUCTWORK SHALL BE FABRICATED PRIOR TO "`° SPECIFIED. : MASONRY PARTITIONS THROUGH SUSPENDED CEILINGS OR B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR. APPROVAL BY THE TENANT'S ENGINEER. DEVIATIONS FROM i. C.BEFORE STARTING WORK, THIS CONTRACTOR SHALL B.ALL WORK SHALL BE PERFORMED IN A NEAT AND COORDINATION OF THE DEMOLITION dF EXISTING D.SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 DESIGN MUST BE APPROVED BY TENANT'S ENGINEER EXAMINE THE ARCHITECTURAL STRUCTURAL. MECHANICAL, PROFESSIONAL MANNER USING GOOD CONSTRUCTION MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE 4.LICENSES, PERMITS, INSPECTIONS AND FEES TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS GAUGE GALVANIZED STEEL MINIMUM. PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS PRACTICES. REUSED IN THE NEW TENANT SPACE. AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TOi. PLUMBING AND FIRE PROTECTION, ELECTRICAL, AND ANY A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS D.DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL DIFFUSERS ARE TO BE ROUND SPIRAL DUCT, P OTHER RELEVANT TRADE'S PLANS AND SPECIFICATIONS TO C.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO C.THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS �, SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING PIPING, RELATED TO THIS WORK. OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS ,; ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND 11. HANGERS AND SUPPORTS B.ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ROUGHING-IN DATA, CAPACITY, CURVES, PRESSURE DROPS, EQUIPMENT WITH OTHER CONTRACTORS TO AVOID ACCORDANCE WITH SMACNA LOW VELOCITY AND 'HVAC NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO B.THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND CODE COMPLIANCE, MOTOR AND DRIVE DATA AND INTERFERENCE'S AND CONFLICTS. LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY TESTS OF ANY OR ALL PARTS OF THE WORK IF SO ELECTRICAL DATA OBSERVE SPECIAL INSTRUCTIONS WHEN A HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL DUCT CONSTRUCTION STANDARDS MANUAL", LATEST EDITION CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR REQUIRED. SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING ANb ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. i:. _... .. i. D.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR gq�IE, CUPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR CONFORM TO THE REQUIREMENTS IN THE REFERENCED � NECESSARY TO COMPLETE THE WORK OR WHICH IS LANDLORD ALL PRESUMED ABANDONED EQUIPMENT PIPES PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID THE INSTALLATION OF WORK. STANDARD FOR METAL THICKNESS, REINFORCING TYPES .. DOCUMENTS INCLUDING SPECIFICATIONS AND MUST USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL E.SUBMITTALS SWILL BEAR THE STAMP OF THE GENERAL AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES COORDINATE ITS WORK AND INSPECTIONS AND THE WORK SHALL BE PROVIDED AS PART OF THE CONTRACT. C.MECHANICAL CONTROLLED INSPECTION BY A LICENSED AND -SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND INTERVALS. ii iii AND INSPECTION Or THEIR SUBCONTRACTORS WITH ALL D.ROOF CURBS SHALL BE REMOVED AND THE ROOF PROFESSIONAL ENGINEER TO BE HIRED BY THIS AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH B.HANGERS SHAM BE FASTENED TO BUILDING STEEL, y . OTHER TRADES ON SITE TO CONFORM TO THE GENERAL D.WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL PATCHED UNLESS NOTED FOR REUSE OR CONTRACTOR. THE CONTRACT DOCUMENTS OR INDICATE WHERE CONCRETE, OR MASONRY, BUT NOT TO PIPING OR RECONFIGURATION ON PLANS, ROOF PATCHING SHALL BE DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM C.ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE CONTRACTOR'S TIME SCHEDULE. FOR ITEMS WHICH EXCEED CODES OR THE LANDLORDS EXCEPTIONS TAKE PLACE LACK OF SUCH CONTRACTOR'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A 1)THE CONTROLLED INSPECTION AND TEST WILL BE REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW ROOF DECKING AND/OR BRIDGING, BUT SHALL BE WALLED VANES ON MAXIMUM 3" CENTERS. E.BY SUBMITTING A QUOTATION OR PROPOSAL THE FOR PROVIDING THE SYSTEM AS DESIGNED AND ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL CONDUCTED UNDER THE DIRECTION OF A LICENSED BY ENGINEER AND ARCHITECT. SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF PROFESSIONAL ENGINEER OR ARCHITECT OR OTHER STEEL OR OTHER STRUCTURE:. DUCTWORK SHALL CLEAR MECHANICAL CONTRACTOR EXPRESSLY STATES AND NOTED OTHERWISE. (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK PERSON HAVING NOT LESS THAN (5) YEARS ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE D.PROVIDE SEAL CLASS 'Cu ON ALL TRAVERSE JOINTS . "_ �� ! 7 WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE F.ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. d BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME OR PART OF THE LANDLORD'S OR ANOTHER TENANT'S EXPERIENCE SUPERVISING THE INSTALLATION OF AND MAINTENANCE MANUALS LEFT ON SITE AT JOB HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE Aovrw%�z E.WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON ACTIVE SYSTEM MUST BE REMOVED AND VENTILATING SYSTEMS. THE TEST WILL SHOW AREAS. WHERE INTERFERENCES OCCUR IN ORDER TO FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY COMPLETION. E.ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK COMPLIANCE WITH THE BUILDING ADMINISTRATIVE CODE SUPPORT DUCTWORK R PIPING, QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH THE 0 I LNG, THE CONTRACTOR MUST EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR EXISTING STRUCTURE. AND REFERENCE STANDARDS. INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH FREE ASSEMBLIES. :; - mi=x::.:,11-1 ?:, . ;.;-.,::.:. ...:,:::.......: ,< :.��.:...::::.�.:.:....: x:... ,�.�'... ::: ::. .:: :::......< :. ..— THE BASE BID. MANUFACTURERS CONSIDERED AS AN G.ENGINEER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH . R WHEN USED, THE TERM "PROVIDED BY CONTRACTOR` EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT E.IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED 2)THE LICENSED PROFESSIONAL ENGINEER OR OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND F.DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY ISSUE: SHALL BE INTERPRETED AS MEANING "FURNISHED AND SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY ARCHITECT OR OTHER PERSON NOT HAVING LESS FROM RESPONSIBILITY FOR ERRORS OMISSIONS OR OTHER OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT � (5) YEARS EXPERIENCE SUPERVISING THE DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS TRADES, HANGER TYPES AND INSTALLATION METHODS ARE OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF DESCRIPTION DATE BY ITEMS ARE 'PROVIDER BY TENANT" SHALL BE INTERPRETED THE TENANT'S CONSTRUCTION MANAGER PRIOR TO OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR FROM THE CONSTRUCTION DOCUMENTS. ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT TO BID AND INCLUDE IN BID PROPOSAL EXISTING INSTALLATION OF VENTILATING SYSTEMS AND SUBJECT TO LANDLORD CRrrERIA. A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR AS MEANING `FURNIISHED BY TENANT INSTALLED BY SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT CONDUCTING SUCH TESTS WILL FILE A CERTIFICATE REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM I ISSUED TO DOH 05.03.17 CP ( ABANDONED PIPES. DUCTS OR EQUIPMENT IN THE FLOOR, AND REPORT OF TEST THAT THE SYSTEM COMPLIES B.AS-BUILTS AND OPERATION INSTRUCTIONS ENTERING THE SYSTEM. CONTRACTOR)% EXCEPT WHERE NOTED OTHERWISE. THE CONTRACTOR'S EXPENSE. EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE C.SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING �: ISSUED FOR CONSTRUCTION 05.05.17 CP ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN WITH THE APPLICABLE LAWS. STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. -- G.DRAWINGS (PLANS TWD SPECIFICATIONS) ARE F.THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN A.THE CONTRACTOR SHALL MAINTAIN ONE COPY OF WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT G.IXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT ISSUED FOR ADDENDUM 1 05.19,17 CP 011 DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE THIS PROJECT. 3)A STATEMENT WILL BE FILED BY THE OWNER (OR DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO FASTENING OR SUPPORTS FOR EQUIPMENT, FURNISH SYSTEMS TO 2 INCH WATER GAUGE PRESSURE x: INTENT OF THE MECHANICAL SYSTEMS. LANDLORD AND TENANT. TENANT) IN POSSESSION THAT THE VENTILATING RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS ADDITIONAL FRAMING. INSERTS SHALL BE STEEL, SLOTTED CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST r °I F. ACTIVE LANDLORD OR OTHER TENANT SERVICES SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, TYPE AND FACTORY PAINTED. SINGLE ROD SHALL BE DUCT IS POSITIVE OR NEGATIVE PRESSURE). REVISED PER DOH COMMENTS 07.11.17 CP 1)BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS G.COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL ENCOUNTERED IN WORK SHAM BE PROTECTED AND DURING NORMAL OCCUPANCY OF THE PREMISES. REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIMILAR TO GRINNELL FIG. 281. MULTI-ROD SHALL BE G NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD SIMILAR TO FEE do MASON SERIES 9000 WITH END CAPS ISSUED FOR DOB APPROVAL 03.23.18 CP OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. H.PRESSURE TEST DUCTS FOR LEAKAGE REMAKE LEAKING REQUIRE RELOCATION, CONTACT THE TENANT'S D.FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND AND CLOSURE STRIPS. MAXIMUM LOADING INCLUDING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE REQUIRED. THE CONTRACTOR SHALL ALLOW IN HIS CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR CERTIFICATES OF INSPECTION AND FINAL INSPECTION CONTRACTOR'S COORDINATION WITH OTHER TRADES AND PIPES, DUCTWORK CONTENTS AND COVERING SHALL NOT A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE PRICE FOR RQIJIING OF DUCTWORK AND PIPING TO H.ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER APPROVAL AT COMPLETION OF PROJECT. EXACT ROUTING dF ALL SANITARY AND DOMESTIC WATER EXCEED 75X OF RATED INSERT CAPABILITY. WHEN OR LESS AS STATED BY PRESSURE CLASS RATINGS IN AVOID OBSTRUCTIONS. THE MECHANICAL CONTRACTOR BE READILY ACCESSIBLE FOR OPERATION, SERVICE, TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID PIPING UNDER FLOOR. SUPPORTING FROM BUILDING USE BEAM CLAMPS IN SMACNA STANDARDS. — — MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS MAINTENANCE AND REPAIR. THE CONTRACTOR IS FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 5.CODES AND BUILDING DEPARTMENT NOTES APPROVED MANNER. FROM THE GENERAL CONTRACTOR BEFORE BEGINNING RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL ANY WORK. EQUIPMENT FOR SERVICE. G.TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD A ALL WORK SHALL CONFORM TO THE LATEST ADOPTED B.AT COMPLETION OF THE PROJECT AND BEFORE FINAL I. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR11 APPROVAL. THE CONTRACTOR SHALL MAKE ANY FINAL D.PIPE SUPPORTS: REINFORCE WITH A BEAD APPROXIMATELY 3 8 INCH WIDE 2)WHERE DRAWING, EXISTING SITE CONDITIONS, SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE 1)MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO LANDLORD OPERATION AND DURING HOURS SPECIFIED BY AND LOCAL CODES AND ORDINANCES; THE LATEST OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS 1)PROVIDE ADEQUATE SUPPORT FOR PIPE AND VIBRATIONS. UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, ARE TO BE TURNED OVER TO THE TENANT ARCHITECT1. WRITING, PRIOR' TO SUBMITTAL OF BID. THE GENERAL EXTRA COST SHALL NOT BE MADE WITHOUT CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE APPLICABLE BUILDING CODE UNDERWRITERS CONTENTS TO PREVENT SAGGING, VIBRATION, OR ., CONTRACTOR IST RESPONSIBLE TO ADVISE THE APPROVAL THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 54, AND ENGINEER. SWAYING AND ALLOW FOR EXPANSION AND J. INSTAL_ RIGID ROUND AND RECTANGULAR METAL DUCT TENANT'S CONS RUCTION MANAGER, IN WRITING, OF CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM 70. 90A AND 96 AND ALL OTHER APPLICABLE CODES CONTRACTION. PROVIDE SUPPLEMENTAL STEEL AS W� SUPPORT SYSTEMS INDICATED IN SMACNA VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO 2)REaIOVABI.E ACCESS TILE AND/OR ACCESS DOOR ARE TIME REQUIRED TO PERFORM MODIFICATIONS DURING ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE C.ON COMPLETION AND ACCEPTANCE OF WORK, THIS REQUIRED WHERE STRUCTURE CANNOT SUPPORT STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR SUBMISSION OF BID, OTHERWISE, TENANT'S REQUIRED IN HUNG CEILINGS, SHAFTS AND WALLS OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE CONTRACTOR SHALL ALSO FURNISH WRITTEN INSTRUCTIONS, POINT LOADS. BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS 1*1 CONSTRUCTION MANAGER'S INTERPRETATION OF FOR ALL VOLUME AND FIRE DAMPERS, AUTOMATIC MUST BE COORDINATED WITH THE LANDLORD. INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. .. CONTRACT DOCUMENTS OR CONDITIONS SHALL BE DAMPERS AND ALL OTHER MECHANICAL EQUIPMENT NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE 2)HANGERS FOR ALL INSULATED PIPING SHALL BE AND DEVICES. HVAC CONTRACTOR TO FURNISH H.EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE REIMBURSED BY THE TENANT TO THE CONTRACTOR. ANY EQUIPMENT AND APPARATUS FURNISHED UNDER THIS SIZED AND INSTALLED FOR THE OUTER DIAMETER OF FINAL. WITH NO ADDITIONAL COMPENSATION PERMITTED. ACCESS LOCATION REQUIREMENTS TO GENERAL FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR WORK DONE BY THE CONTRACTOR CAUSING SUCH CONTRACT. INSULATION. INSTALL 6 INCH LONG SPOT CIRCLE K.WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE CONTRACTOR. MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. GALVANIZED SADDLE BETWEEN THE HANGER AND THE RATED PARTITIONS, PROVIDE AS MINIMUM 1-1/2 INCH BY H.THE LAYOUT SHOWN( ON THE DRAWINGS IS BASED ON A MEET THE RESTRICTIONS IMPOSED BY THE BUILDING 0R 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT T, PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF 1)EACH OPERATION AND MAINTENANCE MANUAL FOR ALL PIPE INSULATION. EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN x. EQUIPMENT IS USES► WHICH REQUIRES NODIFICAMON OR 3)ACCESS TILE IDENTIFICATION: PROVIDE BUTTONS, ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN B.THE LATEST RULES OF THE NYC BUILDING CODES ARE TO EQUIPMENT FURNISHED ON THE JOB SHALL BE DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR TABS, AND MARKERS TO IDENTIFY LOCATION OF THE NEW WORK AREA. BE COMPUED WITH. BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. 3)HANGERS AND PIPING OF DISSIMILAR METALS SHALL SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE CONCEALED VALVES, DAMPERS AND EQUIPMENT. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO BE DI-ELECTRICALLY SEPARATED FROM ONE ANOTHER. ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR g_ AS PART OF THIS WORK, FOR MAKING ALL SUCH I. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE C.ALL FIRE DAMPERS ARE TO BE OF TYPE APPROVED BY INSTALLATION, MAINTENANCE AND OPERATING COMBINATION FIRE / SMOKE DAMPERS AT EACH °` MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING I. THE CONTRACTOR SMALL DO ALL CUTTING, CORE DRILLING, AND DISTURBANCE TO BUSINESS ROUTINE ALL WORK THE BOARD OF FlRE UNDEWRITERS. WHERE ENTERING OR INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED PENETRATION WHERE REQUIRED BY CODE. OTHER TIRADES WITH THE COST THEREOF INCLUDED IN CHASING, OR CHANNELING AND PATCHING REQUIRED FOR SCHEDULES SHALL BE COORDINATED WITH AND APPROVED LEAVING RATED WALLS, RATED SWIFT FIRE AMPERS ARE SHOP DRAWINGS AND WARRANTIES OBTAINED FROM 4)HORIZONTAL PIPING TO BE SUPPORTED BY FORGED "` THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE BY, THE TENANTS CONSTRUCTION MANAGER. TO BE EQUIVALENT TO THE WALL RATING. EACH MANUFACTURER OF PRINCIPAL ITEMS OF STEEL ADJUSTABLE CL.EVIS TYPE HANGER. MAXIMUM DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION EQUIPMENT. SPACING AS FOLLOWS: L ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE MANAGER AND THE LANDLORD OR LANDLORD'S J. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, D.SMOKE AND FIRE DETECTION SYSTEMS TO BE INSTALLED SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT DO NOT SCALE PLANS WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE IN ACCORDANCE WITH THE BUILDING ADMINISTRATIVE CODE SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED ` PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF 2)THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN o)STEEL 1 IN. AND SMALLER: 7 FT. CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR AND REFERENCE STANDARDS. WITH SHEET METAL SCREWS. „ "' '•<. .:.:..::. ::>.:::::.. .: ,< __.:_. cmr...,-: ,r::..:.::.::::::..:..:::::::....:.,,::.,... :,.�.. , '° TENANT'S CONSTRUCTION MANAGER. SURROUNDING AREA. SECTIONS, WITH ONE SECTION PER SYSTEM, THE < ARCHITECT OF RECORD .. SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO COVER OF THE INSTRUCTION BOOKLET SHALL BEAR b I. INSURANCE: IN ACCORDANCE WITH BUILDING J.SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH THE RULES AND REGULATIONS OF THE OWNER. E.ALL EQUIPMENT SUPPLIED FOR THIS PROJECT REQUIRING ) STEEL 1-1/4 IN, AND LARGER: 10 FT. THE NAME ADDRESS AND PHONE NUMBER OF THE M. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE Terjesen Associates Architects NYC APPROVAL SHALL HAVE MEA OR BSA APPROVAL ' REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS PARTITIONS, WALLS AND FLOORS (NOT IN SHAFTS) WITH PROJECT, ARCHITECT, ENGINEER, MECHANICAL BACKING SHALL BE USED TO SEAL FLANGED JOINTS. � K.CONTRACTOR SHALL PROTECT THEIR WORK AND NUMBERS. c)COPPER 3 IN. AND SMALLER: 7 Fl. 11 CLAUSE FOR OWNER AND ENGINEER. MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL CONTRACTOR AND SUBCONTRACTORS. EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT ..: 248 West 35th Street 11 th Floor New York, NY 1 000 1 0 J.SPECIFICATIONS ARE: OF SIMPLIFIED FORM AND INCLUDE K.PROVIDE ALL NECESSARY FLASHING AND COUNIERFLASHING IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO g,WARD N.DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT 3) THE CONTRACTOR SHALL GIVE THREE COPIES OF d)ADDITIONAL SUPPORTS AT CHANGES IN SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE 212.239.1526 Fax: 212.736.7899 INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS DIRECTION. RUNOUTS, AND CONCENTRATED LOADS _: "THE CONTRACTOR SHALL,` 'SHALL BE." "FURNISH," SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO A THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE THE INSTRUCTIONS TO THE OWNER AND ONE COPY DUE TO VALVES, ETC. E-mail: info@terjesenarchitects.com AS REQUIRED BY THE INSTALLATION OR REMOVAL @terjesenarchitects.com "PROVIDE," "A," "THE,' AND `ALL" HAVE BEEN OMITTED CHARGE TO TENANT. PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL TO THE ENGINEER. 0.PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE OF PIPES. DUCTS, LOUVERS, CONDUIT. AND EQUIPMENT. EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, DAMPERS. FlRE :. Q,.. ..,,,.,,,<..,.::::::„<::.;:..;:;.y......:.<......:_<:..<;.... ::..:>,,.,,. ...<; ,.... _::::::.::::.. .:.. ._ .:.. ... .... FOR BREVITY. PROVIDE EQUIPMENT CURBS AND DUNNAGE STEEL AS / SMOKE DAMPERS, CONTROLS AND MECHANICAL ENGINEER REQUIRED. L IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION ALL MATERIALS AND WORK UNDER THE CONTRACT AND 9,INDOOR AIR QUALITY 5)VERTICAL PIPING: OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL SHALL MAKE GOOD REPAIR OR REPLACE AT THEIR OWN INSPECTION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS ` K.DEFINITIONS: L MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT A,NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES a)BASE ELBOW SUPPORT WITH BEARING PLATE ON GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE qs�� 1. i. SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 USED AS ACCESS LOCATIONS. I 1)`PROVIDE”: TO SUPPLY, INSTALL AND CONNECT UP OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR STRUCTURAL SUPPORT. 110 William Street 32nd Floor New York, NY 10038 COMPLETE AND READY FOR SAFE AND REGULAR �- MATERIAL AND EQUIPMENT TO BE NEW UNLESS BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR CONTAMINANTS OR LEVELS OF CONTAMINATION. : OPERATION THE: PARTICULAR WORK REFERRED TO OTHERWISE NOTED AND SHALL BE IN ACCORDANCE WITH THE INSTALLATION BY THE TENANT'S CONSTRUCTION P.USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE 212.257.6190 Fax: 212.994.8091 SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN MANAGER. b)GUIDES AT EVERY SECOND FLOOR (SPACING NOT BUILDING STANDARDS. SPACE AVAILABLE DICTATES. UNLESS SPECIFICALLY OTHERWISE NOTED. WORKMEN OR SUBCONTRACTORS AND THE OWNER AT B.IT IS THE RESPONSIBILITY OF THE GENERAL AND TO EXCEED 25 FT). www.EPENGINEERING.com M.COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER THEIR DISCRETION. MAY WITHHOLD PAYMENTS EQUAL TO B. CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE MECHANICAL CONTRACTOR TO INFORM THE TENANT'S _... __.. 2)"INSTALL": TO ERECT, MOUNT AND CONNECT THE REASONABLE COST OF THE REPAIRS. TO FAILURE WITHIN THE GUARANTEE PERIOD THE REPRESENTATIVE LANDLORD AND TENANT'S ARCHITECT IF Q.ACCESS DOORS IN DUCTS: INSULATED OR UNINSULATED, STRUCTURAL ENGINEER COMPLETE WTIFI RELATED ACCESSORIES. SECTIONS AND WITH FLASHING REQUIREMENTS. c) TOP SUPPORT HANGER OR SADDLE IN SAME AS DUCT. GUARANTEE ON THAT PORTION OF WORK SHALL BE ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO HORIZONTAL CONNECTION WITH PROVISIONS FOR Engineering Firm M.THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE CONTAMINATION IS IDENIFlED. 3)"FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, STARTING WORK TO VERIFY COMPLIANCE WITH BOND AND PERMITTED TO USE ANY PART OF THE EXISTING BUILDING EXPANSION. . WARRANTY OF EXISTING ROOF. OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, 1)PROVIDE MINIMUM 20 IN. X 14 IN. ON MAIN DUCTS, Address '° ACQUIRE AND DELIVER COMPLETE WITH RELATED AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND WARRANTY IS TO INCLUDE ALL LABOR, MATERLAL, PARIS, C.PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING AND 12 IN. X 12 IN. ON BRANCH DUCTS UNLESS ' ACCESSORIES. ARCHITECT. ETC. NECESSARY TO MAJNTAIN THE SYSTEM IN d}INTERMEDIATE STEEL RISER CLAMP SUPPORT OTHERWISE APPROVED, AT FlRE DAMPERS, AND AT Phone Fax, N.RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE CHASES AIR SHAFTS AND RETURN AIR PLENUMS CLEAN SPECIFIED AND CLEAR OF CEILING INSERTS. SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL BOLTED AND WELDED TO PIPE BEARING ON ALL DUCT ACCESSORIES SUCH AS HUMIDIFIERS DUCT E-mail: 4)"WORK": LABOR, MATERIALS. EQUIPMENT, APPARATUS, N.WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF STARTING FROM THE DATE OF ACCEPTANCE OF THE STRUCTURAL STEEL OR BEARING PLATE AT GUARANTEE THAT THE PLENUM CHAMBER USED FOR SMOKE DETECTORS, AUTO DAMPERS, AND LOUVERS. ... £... ::;;„�... .. ,, .. K:.;..;; ::.. ., ,:.:,: CONTROLS, ACCESSORIES AND OTHER ITEMS REQUIRED O,INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. SERVICES UNAVOIDABLE, THEY SYSTEM BY THE TENANT. RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION FLOOR. PROJECT � FOR PROPER AND COMPLETE INSTALLATION. OR AT SUCH TIMES AS WILL CAUSE THE LEAST t INCREASE DUCT SIZE AS NECESSARY TO MAINTAIN FREE INTERFERENCE WITH THE ESTABLISHED OPERATING AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, 2)ALL ACCESS DOORS TO BE HINGED, WITH LATCH FLOW AREA INDICATED. C.ANY EQUIPMENT LISTED WITH SPECIAL WARRANTIES ON SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES 12 ACCESS DOORS SIMILAR TO VENTLOCK NO. 100. ROUTINE THE PLANS SHALL BE PROVIDED WITH EXTENDED 1 5) CONCEALED : EMBEDDED IN MASONRY OR OTHER AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO U T H O L D ASC CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN P,DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS WARRANTIES AS SUCH. CONTAMINATED AIR WILL BE RECIRCULATED. A FURNISH STEEL ACCESS DOORS AND FRAMES. MINIMUM 16 '.. DOUBLE PARTITIONS OR HUNG CEILINGS, IN 0.THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO R.TURNING VANES: GALVANIZED STEEL SMALL AND GRILLE SIZES ARE NOMINAL INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE 700 B O I SS EA U AVE N U E TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY 7,SHOP DRAWINGS DOUBLE-THICKNESS VANES WITH 2 IN. INSIDE RADIUS. DURING THE TIME ACTUALLY REQUIRED TO MAKE THE D.PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT ACCESS TO THE GENERAL CONTRACTOR FOR ALL SOUTHOLD NY Q.PROVIDE 36" CLEARANCE IN FROM OF ALL ELECTRIC NECESSARY CONNECTION TO THE EXISTING WORK. THIS OFF THE (HVAC SYSTEM, BLOCK OFF ALL AIR GRILLS, LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO ' 6)"EXPOSED": NOT INSTALLED UNDERGROUND OR CONTROL PANELS PER N.E.C. AND MFG. REQUIREMENTS. A SUBMIT THREE COPIES OF SHOP DRAWINGS FOR ALL CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING S.AUTOMATIC DAMPERS: COMPLETE WITH LINKAGE AND CONTRACTOR SHALL. GIVE AMPLE WRITTEN NOTICE IN ITEMS LISTED BELOW TO EACH THE ENGINEER AND DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE 'CONCEALED' AS DEFINED ABOVE. ELECTRIC OPERATOR. OPPOSED BLADE DAMPER OR ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. ARCHITECT FOR REVIEW PRIOR TO ORDERING CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND :. R.MOUNT THERMOSTATS 4'-0" (ADA COMPLYING), SPACES SHALL BE COVERED WITH FILTER MEDIA TO NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND GALVANIZED STEEL MIN. 4 IN., MAX. 8 IN. WIDE WITH -- < -r :: <: :. . ^-, : .., . 7)"SIMILAR° OR `EQUAL": EQUAL IN MATERIALS, THERMOSTAT SENSORS 5'-0" ABOVE FINISHED FLOORS P•ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, EQUIPMENT/ITEMS. PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS APPROVED BY THE TENANT CONSTRUCTION MANAGER TO COMPRESSIBLE EESCSTEEVL TO LINKAGE MIQ LEAKAGE. �SHAFT WITH DRAWING TITLE WEIGHT, SIZE, (DESIGN AND EFFICIENCY OF SPECIFIED AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS FROM PASSING TO ADJOINING SPACES. SUIT EQUIPMENT REQUIREMENTS. GENERAL. CONTRACTOR NYIAN OR OIL-IMPREGNATED BRONZE BEARINGS. MOTOR MECHANICAL : PRODUCT, OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY 1)DUCTWORK LAYOUT AND SHEET METAL DESIGNS. WILL INSTALL ACCESS DOORS MID FRAMES. WITH SUFFICIENT POWER TO LIMIT LEAKAGE TO 10 CFM SPECIFICATIONS THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL 2)AIR OUTLETS E.CONTRACTOR TO PROVIDE TEMPORARY COOLING DURING PER SQ FT. LINKAGE Td WITHSTAND LOAD EQUAL TO B)"TENANT": REFERS TO PARTY WITH WHICH THE SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. BE KEPT CLEAN AND DIRY. THE MOTORS, UNITS, FIXTURES, FINISH STAGES OF CONSTRUCTION TO ENSURE PROPER B.ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, TWICE THE MAXIMUM OPERATING FORCE WITHOUT CONTRACTOR IS IN AGREEMENT WITH. FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT ACCLIMATION OF FINISH MATERIALS. CEILING-FLOOR, OR CEILING-ROOF ASSEMBLIES SHALL BE pEFLECTION. DAMPER MOUNTED IN WELDED STEEL It Q F 3 i. S.SYSTEM CLEANOUT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER 3)AIR BALANCE REPORT. FIRE RATED, U.L LISTED AND LABELED. L PUNCH LIST - ASIDE FROM NORMAL INTERIM INSPECTIONS1. CHANNEL FRAME. MATERWLS ENTERING THE PARTS DURING ERECTION AND OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT 1)UPON COMPLETION OF INSTALLATION. CLEAN ENTIRE CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE 4)PIPING LAYOUT (INCLUDING REFRIGERANT). F. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO ? :snore:... .:aae<,:.. ..:::«::::..:::::::::.::::::.:::::.::�.....,::;�,r:<..ree.— ..•... ..««::,.:.. .:::a,�a'::.. ,. tt.'_ .:a.: 1 .tt • C.ACCESS DOORS SHALL BE FLUSH TYPE MANUFACTURED ;'' TO HAVE AN INDEPENDENT HVAC CONTRACTOR OR SYSTEM BEFORE INSTAWNG AIR dUTU_TS. FOUND THAT ANY PARTS ARE DAMAGED DUE TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER � T.ALUMINUM DUCTWORK: ALL OUTSIDE AIR, EXHAUST, AND DATE CONTRACTOR TO PROVIDE A CERTIFICATION THAT CARELESSNESS ON THE PART OF THE CONTRACTOR IN 5)VIBRATION ISOLATION. FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE . ENGINEER INSPECT THE FINISHED WAC INSTALLATION SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF RELIEF DUCTWORK WITHIN 5 FT OF LOUVERS SHALL BE UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT NdT PROVIDING PROPER PROTECTION, SUCH PART OR CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, ALUMINUM WITH SEAMS SEALED WATERTIGHT WITH ALCOR 7/10117 CLOSEOUT. PARTS SHALL BE REPLACED EIY THE CONTRACTOR AT 6 AUTOMATIC CONTROL SYSTEMS AND DEVICES. PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SPECIFICATIONS AND CODES. THE INSTAWNG CONTRACTOR ALUMINASTIC TYPE C SEAM SEALER OR SOLDER. PITCH WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY } SUITABLE FOR INSTAWATION IN WALL OR CEILING PROJECT NUMBER THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, G.CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE DUCTWORK TOWARDS LOUVER. IN THE INDEPENDENT 14VAC CONTRACTOR OR ENGINEER UP 2)FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE PIPING, CONDUITS. ETC., SHALL BE PROPERLY PROTECTED 7 EXHAUST FANS, PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, 2017.025 TO PIANS AND SPE:CIFlCATIONS REQUIREMENTS AT NO ) ACCESS DOORS FOR All CONCEALED VALVES, VENTS, ADDITIONAL COST T() THE TENANT. THE FINAL ACCEPTANCE OPERATED. WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE D,e,Mp�� FlRE DAMPERS, EXPANSION JOINTS, PULL U.WIRE MESH SCREEN (WMS): NO. 16 USSG, 3/4 SQUARE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXfTWAYS. DRAWN BY 3.EXISTING SPACE CONDITIONS, DEMOLITION, AND USE OF THE Q.INVESTIGATE EACH SPACE THROUGH WITH EQUIPMENT MUST B)AC UNITS AND ACCU'S. BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, MESH, IN 1 IN. WIDE GALVANIZED STEEL ENCLOSING HIS EQUIPMENT. EWANCED THE VARIOUS SYSTEMS, SPACE BE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE PUMPS AND ANY OTHER ITEM REQUIRING SERVICE DOORS FRAME FLANGED DUCT OPENING TO RECEIVE FRAME t; !�- DRWN i. DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF 10. SLEEVES IN PIASTER OR CONCRETE SURFACES SHALL HAVE A I° THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED SHIPPED FROM MANUFACTURER IN SECTIONS OF SIZE RECESSED DOOR WITH CONCRETE OR PLASTER FACING. Y.VOLUME DAMPERS: �(aED Chi SCALE A BEFORE SUBMfTT1NG A FINAL PROPOSAL THE CONTRACTOR SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE 9)DUCT HEATERS. DOORS IN CARPETED OR TILED AREAS SHALL BE ,. ALL THE REQUIRED CERTIFICATES OF INSPECTION AND SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO SPACES. ASCERTAIN FROM BUILDING OWNER AT WHAT A THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT .� �- AS NOTED APPROVAL EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH RECESSED WITH TILE FACING. NO ACCESS DOORS ARE C9 n DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL 1)PROVIDE MANUAL LOCKING QUADRANT VOLUME cv -A THE PROPOSAL IF DISCREPANCIES ARE NOTED BETWEEN AREAS. 10}ELECTRIC HEATERS SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, REQUIRED IN 2 X 2 AND 2 X 4 LAY-IN ACOUSTIC TILE CONTROL DAMPERS WITH HANDLE OPERATORS AT tr U DRAWING NUMBER 2.GENERAL REQUIREMENTS AND SCOPE OF WORK THE DOCUMENTS AND THE EXISTING CONDITIONS THE WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS DUCT BRANCHES AND RUN OUTS. AND AT REGISTER A K °µ m EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE TILES. FURNISH FACTORY MADE METAL ACCESS DOORS ,.; I'll ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR R.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND r r GRILLE AND DIFFUSER NECKS IN SUPPLY. RETURN A1. .THE CONTRACTOR SHALL PROVIDE ALL LAL30R, MATERIALS, SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID0o , MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR II)VAV BOXES FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE COMPLETELY FLUSH, ALLAN HEAD SCREWDRIVER AND EXHAUST DUCTWORK WHETHER SHOWN OR NOT. kp C128g 9-, "I�� EQUIPMENT1. :1 , SERVICES, TOOLS, TRANSPORTATION, THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT SPACES AND ADJACENT STREETS, SIDEWALKS AND FLOOR. OPERATED, WITH FRAMES AND CAM—TYPE CATCH WITH �1 yC STAINLESS ESS STEEL STUD. DOORS SHALL BE NOT LESS THAN t OF=N� M =800 � —.�� : :: . .:: SEAL SHEET N0. 10 OF .. .......... a. ........ ... ....... : ........... .z w .... ........ ..a... ......... ..... .. s.. .2 .....: .. ,:::.:. <.eQpy ...... .. .... .. ...�:...,...:...: .:..., ., .:..:.:::. ..:.,: ::'. :. :...�.. .. ., ... ....,...: .,,.._.......... ....... ....s... .. ... ., <,:.. ,««::.. ............... ..., .,..:,,. .,:. 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N,. ....C...........,.r. ......... 1111.. ................ .. �`� ... 1111 .. .......... 1111..1111.. 1111. $ S ,k ........... ... ::::.::... ... 111::1:;:::. u'::;.:.......��c..1^. .,: .. ., �:�� £ ::'&K.�:r' ':Kfii:' '::�:.:a ::;.�':':: :ii�b�.'�'.i.. ..,::�':�. (N.FY�i:' s'::si::�:�.:.`:`::/.�:r.�"..,:.'.::.�'.'''..........1111.,.1111.. ............... �:. :ASF,.. ... ... ..Js �' ..mss."... .:::�.:: Aw': p .., '- 2)VOLUME DAMPERS SHALL BE GALVANIZED STEEL, PER 2)VIBRATION ELIMINATOR CO. WITH ADHESIVE. USE VAPOR BARRIER TAPE AND FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR ::: SMACNA "LOW VELOCITY MANUAL," EXCEPT PROVIDE C.ALL SOUNDUNING, ADHESIVES, FACES AND ACCESSORIES 1)AMERICAN SOCIETY OF MECHANICAL ENGINEERS F. PITCH WATER PIPING EXCEPT AS NOTED: VAPORSEAL ADHESIVE WHERE REQUIRED. STAPLES WILL SHUT DOWN HVAC UNIT. V NOT PERMUTED. REFRIGERANT PIPING INSULATION .: BEARING AT ONE END OF DAMPER ROD AND TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S 3)KQRFUND DYNAMICS CORP. (ASME)• SHALL HAVE MITERED FITTINGS. _....... ........ ,... .............. .......... ......... ,_,,. __. ,_... Q EW AT OTHER RECOMMENDATIONS, EXCEPT AS OTHERWISE NOTED. 1)UP TO 1 IN.: 1 IN. IN 40 FT. D.SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY `' END. FOR INSULATED DUCTS, QUADRANTS MOUNTED 20. DUCTWORK INSULATION 2)AMERICAN SOCIETY FOR TESTING AND MATERIALS TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, I ON COLLAR TO CLEAR INSULATION. INSTALL WITH 18. SYSTEM TESTING, ADJUSTING AND BALANCING 3)ALL INSULATION AND VAPOR BARRIERS SHALL BE SIMPLEX MODEL 4098-9842 OR APPROVED EQUIVALENT. 1 :. LEVERS ACCESSIBLE. {�)• 2)1-1/2 IN. AND LARGER; 1 IN. IN 100 FT. CONTINUOUS PASSING THROUGH SLEEVES, HANGERS, ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH 1 A.INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH ETC. OR OTHER OPENINGS. PROVIDE SADDLES OR VOLUME HORN TONE SETTING. ;, 7 ' 3)WHE:T2E ACCESS TO BALANCING DAMPER IS S C LLC �1 A.TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN 3)AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 23. CONDENSATE DRAIN PIPING SHIELDS FOR PROTECTION. ,. RESTRICTED OR IN AREAS WITH SHEETROCK CEILINGS, BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 700 gOISSEAU AVE, SOUTHOLD, NY CURRENTLY UCENSED BY THE ASSOCIATED AIR BALANCING E.THE SUPPLY FAN AND ALL ASSOCIATED EQUIPMENT SHALLW°,,.......r,w.°. .. nom" .. YOUNG RECrUTATORS SHALL BE USED. INSULATION MUST COMPLY WITH NEPA 90A. 4 MANUFACTURERS STANDARDIZATION SOCIETY OF THE A.PIPE: ASTM 888, HARD DRAWN COPPER TUBING TYPE ... COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING ) 4)INSUlAT10N FOR STRAINERS OR OTHER FTrI1NGS OR STOP AND ALL DAMPERS SHALL RETURN TO THEIR r w. BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE B.REINSULATE ALL DUCTWORK AND PIPING WHICH IS VALVE AND FITTING INDUSTRY (MSS). "L- ACCESSORIES REQUIRING SERVICING OR INSPECTION "NORMAL` POSITIONS IF PRODUCTS OF COMBUSTION ARE 4)ALL RECTAI'TGULAR DAMPERS IN OUTSIDE AIR AND REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE EXISTING AND DAMAGED DURING CONSTRUCTION OR SHOWN SHALL HAVE INSULATION REMOVABLE AND DETECTED. RESET FOR THE SMOKE DETECTOR SHALL BE RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. COMPLETE AND DONE IN ACCORDANCE WITH THE MOST C.ALL PRESSURIZED PIPING TO BE TESTED HYDROSTATICALLY B.FITTINGS: SOLDERED JOINT FITTINGS, 95 5 SOLDER. REPLACEABLE WITHOUT DAMAGE. AT THE FIRE ALARM PANEL (OR FIRE COMMAND STATION). � Z OR REQUIRED TO BE RELOCATED. INSULATE WITH SAME / ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL TO 150 PSI OR 150% OF OPERATING PRESSURE p* TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT COSTS FOR TESTING SHALL BE MADE BY THE HVAC MATERIAL AND THICKNESS. WHICHEVER IS GREATER, BUT NEVER EXCEED TEST 25. EQUIPMENT INSULATION F.THIS CONTRACTOR SHALL ASSIST THE ELECTRICAL i DAMPERS MUST ALSO BE OF THE LOW LEAKAGE CONTRACTOR. PRESSURE ANSI 816.1 BASIS. TEST DURATION TO BE 2 C.PRCH, EXCEPT AS NOTED: CONTRACTOR IN TESTING THE DUCT-MOUNTED SMOKE 0 TYPE. C.ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF HOURS WffH NO PRESSURE CHANGE CORRECTED FOR A.STEAM SYSTEMS: CONDENSATE PUMPS AND TANKS, FLASH DETECTION SYSTEM. \ B.THE CONTRACTOR SHAH INSTALL NEW FILTERS IN ALL NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF TEMPERATURE CHANGE. REPAIR OR REPLACE LEAKS OR 1}1 IN. IN 4 FT PREFERRED. TANKS, STEAM GENERATOR AND ALL OTHER EQUIPMENT AS NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH DEFECTS WITHOUT ADDITIONAL COST. 14. FLEXIBLE CONNECTIONS UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR A� C 411 OR AS REQUIRED BY LOCAL CODES. RECOMMENDED BY THE MANUFACTURER. 29. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS 2)1 IN. IN 8 FT MINIMUM. EQUIPMENT) A.FLEXIBLE COLLARS SHALL. BE PROVIDED IN ALL IN MINIMUM POSITION. D.PROVIDE DIELECTRIC FFfUNGS WHERE DISSIMILAR METALS 1 TYPE D-3 INSULATION 2 IN. THICK WITHOUT FOIL D.THE FOLLOWING DUCTWORK DOES NOT REQUIRE ARE TO BE JOINED. D.SWING CHECK VALVES: AT CONDENSATE PUMP )SCRIM SCORED TO FIT EQUIPMENT. INSTALLATION A.PRIMAR1f HVAC UNITS ARE TQ BE AS SCHEDULED. CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, INSULATION: ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR C.BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR DISCHARGE. 300 LB WOG, BRONZE BODY SOLDER ENDS. SHALL ALLOW FOR REMOVAL AND REINSTALLATION EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN ::: HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. 22. LOW TEMPERATURE WATER SYSTEMS, BELOW 100 PSIG, REGRIND BRONZE DISC TO BE USED WITH COPPER WITHOUT DAMAGE TO INSULATION. PROVIDE COAT OF APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR 1)WHERE SOUNDUNING IS OF MINIMUM THICKNESS -20 TO 200 DEG F OPERATING TEMPERATURES. TUBING. JENKINS FIG. 1222. TYPE F-6 INSULATING CEMENT COVERED WITH TYPE YEAR EXTENDED WARRANTY. WHERE DUCTS (:ROSS BUILDING EXPANSION JOINTS. THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FOR INSULATION. F-2 FINISH. SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC A.PIPE: STEEL IN ACCORDANCE WITH ASTM A53 OR A120, 24. PIPING INSULATION CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. B.ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT B.FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF 2)AIR CONDITIONING SUPPLY AIR DUCTWORK EXPOSED WITH SCHEDULE 40 WALL THICKNESSES TO 10 IN. 26. MOTORS: WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES NEOPRENE-COAdED FLAMEPROOF FABRIC. PROVIDE WITHIN A CONDITIONED SPACE. 1)RUNOUTS lO EQUIPMENT AND COILS: COPPER, TYPE A.INSULATE ALL PIPING IN ACCORDANCE WITH INSULATION V. / :: PROVIDED TO MEET THE DESIGN INTENT AND OPERATIONAo� ADEQUATE JOINT' FLEXIBILITY TO ALLOW FOR MOVEMENT D.AIR BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT I~ HARD DRAWN IN ACCORDANCE WITH ASTM B88. SCHEDULE on M-601.00 DRAWING EXCEPT AS OTHERWISE A.FURNISH INSTALL AND ALIGN ALL MOTORS REQUIRED FOR OF THE SYSTEMS SHOWN ON THE DRAWINGS AND Z AND PREVENT THE TRANSMISSION OF VIBRATION. OF FANS AND BRANCH DAMPERS FOR MAJOR 3)AIR CONDITIONING RETURN AIR DUCTWORK EXPOSED NOTED. THIS EQUIPMENT, : ADJUSTMENTS. ADJUSTMENT OF TERMINAL DAMPERS AND IN AIR CONDITIONED SPACES AND INSTALLED IN HUNG UNLESS THEY ARE FACTORY INSTALLED SPECIFIED. DEVICES SHALL BE FOR TRIM OR MINOR ADJUSTMENT B.FITTINGS: ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND I :: C.FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE CEILINGS WHERE SPACE IMMEDUIIELY ABOVE ANO B.PIPING, VALVES AND FITTINGS TO BE INSULATED: SOFFIT' SWITCHES FOR SUCH MOTORS SHALL BE C.EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE " ` `�"°' ONLY. THIS SHALL BE DONE TO PERMIT THE LEAST OPERATING PRE'iSURE OF THE SYSTEM. BELOW ARE BOTH AIR CONDITIONED. FURNISHED AND INSTALLED BY THE ELECTRICAL NOISE GENERATION IN THE TERMINAL AREAS AND UTILIZE 1)2 IN. AND SMALLER: 125 LB WSP CAST IRON WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR s° MINIMUM FAN ENERGY. THREADED FITTINGS SHALL BE IN ACCORDANCE WITH 1)LOW TEMPERATURE PIPING SYSTEMS - 40 TO 100 CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE ISSUE: D.FINAL CONNECTIONS TO EXHAUST FM(S) SHAD- BE WITH E.INTERIOR DUCTWORK: ANSI 816.4., CAST IRON FLANGED FITTINGS SHALL BE DEG F INCLUDING: AS DEFINED IN THE ELECTRICAL SPECIFlCAlIONS. DRAIN AND BE TRAPPED IN ACCORDANCE WITH ' A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT E.WATER BALANCING SHALL BE ACCOMPLISHED BY DUCTWORK INSULATIONS SCHEDULE IN ACCORDANCE WITH ANSI B16.1. MANUFACTURER'S DATA. SEF DRAWINGS FOR ADDITIONAL DESCRIPTION DATE BY FlBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX B.DESIGN, CONSTRUCTION AND PERFORMANCE DETAILS. ISSUED TO DOH 05.03.17 CP (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE ADJUSTMENT OF BALANCING VALVES AT PUMPS FOR SERVICE LOCATION THICKNESS MATERIAL FINISH a) CHILLED WATER SUPPLY AND RETURN. CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL PROPER FLOW. ADJUST FLOW THROUGH BOILERS, 2)2-1/2 IN. AND LARGER WELDED: BUTT WELD ISSUED FOR CONSTRUCTION 05.05.17 CP FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE SUPPLY/ APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE D.SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED - REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED CHILLERS, HEAT EXCHANGERS AND COILS AS REQUIRED. RETURN CONCEALED 1 INCH D-1 VAPORSEAL FUTINGS SAME WEIGHT AS PIPING AND IN b}HOT WATER SUPPLY AND RETURN. STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS ACCORDANCE WITH ANSI 816.9. BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH r ISSUED FOR ADDENDUM 1 05.19.17 CP I. METHOD. SHALL BE SUITABLE FOR OPERATION ON VOLTAGE THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY F. UPON COMPLETION OF THE INSTALLATION, THE UNCONDITIONED c CONDENSER WATER SUPPLY AND RETURN. PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE RETURN 2 INCH D-1 VAPORSEAL VARIATION OF PLUS OR MINUS 10 PERCENT 40 DEGREES CONTRACTOR SHALL REBALANCE ANY EXISTING PORTIONS SPACE 3)COPPER: WROUGHT COPPER, SOLDERED, 95/5TA, } C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL E.FIRE DAMPERS: UL LISTED, GALVANIZED STEEL OF AIR DISTRIBUTION SYSTEM AND WATER DISTRIBUTION ANSI 816.22. OF NOT LESS THAN 1.15. REVISED PER DOH COMMENTS 07.11.17 CP la CONSTRUCTION, MULTIBLADED TYPE, SPRING LOADED, SYSTEM AFFECTED BY THE RENOVATION AND ALSO INTAKE ALL 2 INCH D-3 VAPORSEAL d)GLYCOL WATER SUPPLY AND RETURN. BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER �` EQUIPPED WITH FUSIBLE LINK, CONFORMING TO NFPA BALANCE ALL NEW WORK. APPROVED DRAIN. ISSUED FOR DOB APPROVAL 03.23.18 CP : STANDARD 90A AND APPROVED BY NEW YORK CITY BOARD UNCONDITIONED C.VALVES: C.PROVIDE STANDARD EFFICIENCY UNLESS OTHERWISE NOTED. t OF STANDARDS AND APPEALS FOR NYC CAL-100-65-5M. RETURN 2 INCH D-2 VAPORSEAL a}CONDENSATE DRAIN PIPING. SIMILAR TO AIR BALANCE MODEL 319-P. RATED AS G.THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE EXPOSED SPACE 30. AUTOMATIC CONTROLS - GENERAL REQUIREMENTS FOLLOWING INFORMATION: 1)GATE VALVES: D.PROVIDE SQUIRREL CAGE INDUCTION, OPEN DRIPPROOF .. 0 i. REQUIRED. SEE: INSTALLATION ON DRAWING. EXHAUST MER EXPOSED 2 INCH D-3 VAPORSEAL TYPE, 1750 RPM, NEMA TYPE B INSULATION CLASS AND A.CONTRACTOR SHALL HIRE SIEMENS BUILDING ' f)REFRIGERANT SUCTION AND LIQUID LINES. 15. FIRE DAMPERS, SMOKE DAMPERS 1}AABC OR NEBB CERTIFICATION NUMBER AND a)2 IN. AND SMALLER: BRONZE THREADED ENDS, CONTINUOUS DUTY, EXCEPT AS NOTED. TECHNOLOGIES TO PERFORM ALL CONTROLS WORK LISTED SIGNATURE OF BALANCING CONTRACTOR. INSULATE ALL DUCTWORK IN ACCORDANCE WITH SOLID WEDGE, INSIDE SCREW, TRAVELING STEM 2 LOW TEMPERATURE HOT PIPING SYSTEMS - 100 TO IN THIS SECTION. INSULATION SCHEDULE EXCEPT AS OTHERWISE NOTED. UNION BONNET. 150 LB WSP: JENKINS 47U. 2)LOW MOTOR CONTROLLERS A.THE MECHANICAL_ CONTRACTOR SHALL PROVIDE ALL FIRE 250 DEG F INCLUDING: B.FURNISH AND INSTALL A COMPLETE DIRECT DIGITAL DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT 2)INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. A.PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND CONTROL (DDC) SYSTEM IN ACCORDANCE WITH BUILDING . �: CRITERIA AND J OR CODES HAVING JURISDICTION. ALL 1}MATERIAL: b)2-1/2 IN. AND LARGER: IRON BODY, BRONZE a)LOW TEMPERATURE HOT WATER SUPPLY AND WIRED BY ELECTRICAL CONTRACTOR. MOUNTED, SOLID WEDGE OS&Y RISING SPINDLE STANDARD SIEMENS BMS SYSTEM. CONTROL SYSTEM TO � I FIRE DAMPERS ;SHALL COMPLY WITH THE REQUIREMENTS 3)MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT FLANGED. 125 LB WSP. JENKINS FIG. 551-C. RETURN. PROVIDE TEMPERATURE CONTROL AS SPECIFIED UNDER . OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE TESTED. a)TYPE D-1: MINIMUM 1-LB DENSITY FIBERGLASS B.NEMA ENCLOSURE, WEATHERPROOF WHERE MOUNTED DESCRIPTION OF OPERATION. MARSHAL AND SHALL BE LABELED AND APPROVED BY BLANKET, MAXIMUM 0.28 K-FACTOR AT 75 DEG b)LOW PRESSURE STEAM SUPPLY TO 15 PSIG. OUTDOORS. �: UNDERWRITERS LABORATORIES. F MEAN TEMPERATURE WITH FACTORY-APPUED 2)GLOBE VALVES: 4)AIR CFM AND STATIC PRESSURE READINGS FOIL-SKRIM-KRAFT FACING SIMILAR TO MANVILIF C.WORK SHALL INCLUDE ALL WIRING, TRANSFORMERS. 5 (DISCHARGE AND SUCTION) AS MEASURED BY PITOT MICROLITE, c}LOW PRESSURE CONDENSATE RETURN, EXCEPT C.WITH OVERLOAD PROTECTION. COORDINATE ALL MOTOR CONTROL EQUIPMENT, AND ACCESSORIES NECESSARY TO B.FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR TUBE DUCT TRAVERSE AT THE UNITS. a)2 IN. AND SMALLER: BRONZE, REGRIND-RENEW, STEAM TRAPS AND TRAP ASSEMBLY AND CONTROLLER TYPES AND SIZES WITH MOTOR TYPES AND MAKE THIS SYSTEM COMPLETE. ALL WIRING SHALL BE 24 STREAM AND A 165 DEGREE F FUSIBLE LINK. 500 BRINELL STAINLESS STEEL. PLUG DISC AND RADIATION RUNOUTS CONCEALED IN RADIATION SIZES. VOLT. COORDINATE WITH MANUFACTURER FOR b)TYPE D-2: 3 LB. FIBERGLASS BOARD. THE 425 BRINELL SEAT RING, UNION BONNET. 150 ENCLOSURES. INTERCONNECTION WITH CONTROLS INCLUDED IN I. 5)MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE MAXIMUM K FACTOR SHALL BE 0.23 AT 75 DEG LB WSP JENKINS FIG. 546P. C.PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR EQUIPMENT. ALL CONTROL WORK SHALL BE INSTALLED =;. M° 1. DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. AND AMPERAGE READINGS FOR EACH LEG. F MEAN TEMPERATURE WITH A MINIMUM DENSITY D.1/3 HP AND SMALLER: PROVIDE MANUAL STARTER gY HVAC CONTRACTOR. ii OF 3 LB. THE INSULATION SHALL BE PROVIDED b) 2-1/2 IN. AND LARGER: REGRIND-RENEW. d)PUMPED CONDENSATE DISCHARGE. EXCEPT USE MAGNETIC TYPE WHERE AUTOMAT1CALLY '.. 6)MOTOR AND FAN RPM, SHEAVE SIZES AND BELT WITH A FACTORY-APPLIED ALL PURPOSE OR ALL IRON BODY, LEVEL BRONZE DISC AND SEAT RING •' D.PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE SERVICE FACING. THE INSULATION SHALL BE CONTROLLED. D.ALL WORK IS TO CONFORM TO THE ELECTRICAL SIZES AND LENGTHS. OSdcY FLANGED, 125 LB WSP JENKINS FIG. 3}HIGH TEMPERATURE HOT PIPING SYSTEMS: 251 TO LOCATION FOR ILL FIRE DAMPERS. DOOR IS TO BE 20 EQUAL TO MANVILLE TYPE 814 SPIN-GLAS AP. SPECIFICATIONS AND THE REQUIREMENTS OF THE GAUGE GALVANIZED DOOR WITH QUICK-OPENING LATCH 613C. 450 DEG F INCLUDING: 1)MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH AUTHORITIES HAVING JURISDICTION. E AND PIANO HINGE. 7)OUT5IDE, RETURN, MIXED AND SUPPLY AIR OVERLOAD PROTECTION AND PILOT LIGHT. ' TEMPERATURES AT FULL COOLING. c)TYPE D-3: MINIMUM 6 LB FIBERGLASS BOARD. 3)SILENT CHECK VALVES SPRING LOADED, GLOBE TYPE, a)MEDIUM AND HIGH PRESSURE STEAM TO 225 E.ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL MAXIMUM 0.22 K-FACTOR AT 75 DEG F MEAN FLANGED: TO 250 PSIG CHECK VALVES SHALL BE PSIG. E.1/2 HP AND LARGER: PROVIDE MAGNETIC STARTER: BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. E.WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF TEMPERATURE WITH FACTORY APPLIED ALL IRON BODY BRONZE TRIM. SIMILAR TO MUESSCO INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE 8)WATER BALANCE DATA INCLUDING GPM WITH INLET PURPOSE OR ALL SERVICE FACING. SIMILAR TO ' DO NOT SCALE PLANS DAMPER WITH FIRE/HEAT/SMOKE SENSOR, REVERSIBLE AND OUTLET TEMPERATURE AND PRESSURE READINGS. M;4NVILLE g17 SPIN-CLAS AP. TYPE 103AP OR 107-AP. b}MEDIUM AND HIGH PRESSURE CONDENSATE 1)COMBINAl10N UNFUSED DISCONNECT SWITCH AND F.ACCEPTABLE MANUFACTURERS: MOTOR AND INTTERLOCK WITH FIRE ALARM SYSTEM. RETURN. MAGNETIC STARTER EXCEPT AS NOTED. 9)MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION 2}INSTALLATION: 4)LUBRICATED PLUG VALVES: 1)SIEMENS. ARCHITECT OF RECORD F. COMBINATION FIRE AND SMOKE DAMPERS: UL LISTED, EQUIPMENT. C.MATERIAL: 2)OVERLOAD PROTECTION 1N EACH PHASE LEG WITH GALVANIZED STEEL CONSTRUCTION MULTI-BLADED TYPE. a)SCREWED ENDS UP TO 2 IN., FLANGED 2-1/2 RESET IN ENCLOSURE # Terjesen Associates, Architects EQUIPPED WITH FUSIBLE LINK CONFORMING TO NFPA 10)FINAL BALANCED AIR VOLUMES AT ALL OUTLETS a)FIBERGLASS BLANKET: 2 IN. LAP STRIPS AT ALL IN. AND LARGER. 1) TYPE P-1: MINIMUM 4 LB DENSITY MOLDED 2}HONEYWELL STANDARD 90A. SIMILAR TO RUSKIN MODEL FSD 60, SEAMS. SECURE BOTTOM OF ALL DUCTS OVER '11. 248 West 35th Street 11th Floor New York, NY 10001 (INCLUDING RETURNS WHERE DUCTED). 24 IN. WIDE WITH MIN. 2 ROWS OF WELD PINS FIBERGLASS, MAXIMUM 0.23 K-FACTOR AT 75 DEG F 3)HOA SELECTOR SWITCH FOR AUTOMATICALLY OPERATED 3)JOHNSON CONTROLS - `' 12 IN. ON CENTER. SECURE ALL SEAMS WITH b)SYSTEM LESS THAN 100 PSIG, VALVE SHALL BE MEAN TEMPERATURE WITH FACTORY-APPUED MOTORS. SAFETY CONTROLS COMMON TO BOTH ,I. 21'1.239.1526 Fax: 212,736.7899 16. AIR OUTLETS FOIL VAPOR BARRIER TAPE AND VAPORSFAL MINIMUM 200 LB WOG CLASS CAST IRON BODY. FIRE-RETARDANT FOIL-SKRIM-KRAFT FACING. ALL CONTROLS. 11)INDIXE:T) PLAN WITH DIFFUSER AND RETURN ADHESIVE. ROCKWELL-NORDSTROM NUMBERS 114, 115, 185 SERVICE JACKET. SIMILAR TO OWENS-CORNING 650 &OPERATION OF TYPICAL CONTROL SAFETY DEVICES. E-mail: info@terjesenarchitects.com K. LOCATIONS. qSJ. A PROVIDE DIFFUSERS. GRILLES AND REGISTERS AS AND 149. 4)RED, GREEN AND AMBER PILOT LIGHTS. SCHEDULED. DEICES TO BE COMPLETE WITH FRAMES AND .:.. ::.:�>:...::: :>:. ...�v ..a.m . ,...;x ::.,.;:.,F;<.,:::..u.;:;;::;::::::: : ....... :.,:. .. <,,. 'I.-,111. .., :. .. ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND HALL CONTROL SEQUENCES SHALL BE TESTED AND b}FIBERGLASS BOARD: SEAL JOINTS AND BREAKS 1}HOA SUPPLY FAN SWITCHES: SAFETY DEVICES SHALL MECHANICAL ENGINEER REGISTERS IN 5'HEETROCK CEILINGS TO BE PROVIDED WITH OPERATING STATUS RECORDED IN THE REPORT. IN FACING WITH 3 IN. WIDE TAPE TO MATCH 5)BALL VALVES (UP TO 4") 2)TYPE P-3: MINIMUM 4 LB DENSITY MOLDED ) BE INTERLOCKED WITH `HAND" AND "AUTOMATIC` FIBERGLASS FITTING. MAXIMUM 0.23 K-FACTOR AT 75 5 SWITCHES: HORSE-POWER-RATED EXTERNAL POSITIONS IN SERIES WITH MOTOR CONTROLLER I5 � FACING AND ADHERE WITH VAPOR SEAL PADLOCKING TYPE. Ep . PLASTER FRAMES. FINISH TO BE COORDINATED WITH ADHESIVE. APPLY 5 IN. WIDE TAPE AT DEG F MEAN TEMPERATURE SIMILAR TO EPOLUX HOLDING COIL CIRCUIT. INTERLOCKING WITH OTHER � INTERIOR FINISHES. I. THREE COPIES OF THE BALANCE REPORT SHALL BE o)PROVIDE ALL BALL VALVES SIMILAR TO APOLLO HAMFAB MOLDED FITTINGS. FANS AND EQUIPMENT dF SYSTEM SIiALL BE � 110 William Street 32nd Floor New York, NY 10038 CORNERS, WELD PINS ON TOP, SIDES AND 6)HOLDING COILS: 10 WATT, 120 VOLT. SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE BALL VALVE 64 SERIES, THREADED. 2-PIECE, THROUGH AUTOMATIC POSITION ONLY. HAND 21 .257.6190 Fax: 21 .994.8091 B.INSTALL ALL AIR DEVICES AS LOCATED ON THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND BOTTOM' FULL PORT. BRASS, RATTY AT 600 LB WSP. 3)TYPE P-4: MINIMUM 1 LB DENSITY FIBERGLASS POSITION SHALL BE FOR MAINTENANCE ONLY. ARCHITECTURAL REFLECTED CEILING PLAN OR THE COMMENT. www.EPENGINEERING.com FTTTING INSERTS, MAXIMUM 0.28 K-FACTOR AT 75 7)CONTACTS: MAIN UNE AND MINIMUM (2) - ........................................... __1111-. F.EXTERIOR SUPPLY AND RETUR ( ) DEG F MEAN TEMPERATURE SIMILAR TO MANVILLE NORMALLY OPEN. (2) - NORMALLY CLOSED 10 AMP 2)RETURN FAN. TRANSFER FAN, EXHAUST FAN HOA STRUCTURAL ENGINEER MECHANICAL PUN. 6)CONTROL VALV15 UP TO 4" J. 1HE BALANCING CONTRACTOR SHALL PERFORM ALL HI-LO TEMP INSULATION INSERTS. AUXILIARIES. IN ADDITION TO CONTACTS REQUIRED C.SUITABLE FOR OPERATION AT 20% EXCESS AND 20% LESS APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED 1}MATERIAL: CLOSED-CELL PHENOLIC FOAM. SWITCHES (INTERLOCKED WITH SUPPLY FANS): THAN NOTED CAPACITY FOR CONSTANT VOLUME SYSTEMS FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE a)PROVIDE ALL CONTROL VALVES SIMILAR TO FOR CONTROLS SPECIFIED. REMOTE STARTING SHALL BE FROM SUPPLY FAN Engineering Firm APOLLO BALL VALVE 64 SERIES;, 11iREADED, 4}TYPE P-6: MINIMUM 6 LB MOLDED FOAMED PLASTIC. THROUGH "AUTOMATIC" POSITION ONLY. "HAND" AND AT 20% EXCESS AND 60% LESS THAN NOTED BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT 2}THICKNESS: 2 INCHES. 2-PIECE, FULL PORT. BRASS. RATED AT 600 LB Address MAXIMUM 0.27 K-FACTOR AT 75 DEG F MEAN 8 CONTROL TRANSFORMER: FOR MOTORS OVER 120 POSITION SHALL BE FOR MAINTENANCE OPERATION CAPACITY FOR VARIABLE VOLUME SYSTEMS. THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST WSP. TEMPERATURE. MAXIMUM 0.17 PERMEANCE. SIMILAR )VOLTS. TO STEP DOWN CONTROL VOLTAGE TO 120 ONLY. INTERLOCK THROUGH AUXILIARY CONTACT OF Phone Fax: MANUFACTURER RESPONSIBLE FOR EXAMINING APPLICATION TO THE TENANT. 3)NUMBER OF LAYERS: 1W0. TO ARMSTRONG ARMAF1EX II. VOLS• OF THE REQUIRm CAPACITY WITH FUSE AND LEAD EQUIPMENT MOTOR CONTROLLER. ii E-mail: OF EACH OUTLET AND GUARANTEE THAT EACH WILL b)PROVIDE CONTROL VALVES WITH BEUMO GROUND CONNECTION ON VOLTAGE SIDE. : PROVIDE REQUIRED NC LEVELS AND COMFORT SPACE K.FINAL BALANCE REPORT SHALL BE INCLUDED IN THE W' �Yp,. -:. .. �.,M' _.v,. � __; -u�,..•. _. .-- CONDITIONS WRIiOUT DRAFTS THROUGHOUT OPERATING OPERATION AND MAINTENANCE MANUAL 4)VAPOR RETARDER REQUIRED: YES. AF24-MFT ACTUATOR, 24V. CAPABLE OF 133 D.FINISH: 3)SAFETY DEVICES FOR ALL SYSTEMS, EXCEPT AS >ry PROJECT RANGE. IN-LB TORQUE. WITH MECHANICAL SPRING 9)FUSES: SIMILAR TO BUSSMAN. OTHERWISE NOTED BELOW: ' RETURN OPERATION FOR RELIABLE FAILSAFE 19. VIBRATION ISOLATION 5)CLOSED-CELL PHENOUC-FOAM INSULATION: BLOCK APPLICATION. 1)TYPE F-1: FITTING COWER, MOLDED WHITE PVC �'�► D.ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH INSULA11ON OF RIGID, EXPANDED, CLOSED-CELL JACKET UL CLASS 1 MAXIMUM PERMEANCE 0.05 10)RELAYS: TO SUPPLEMENT AUXILIARY CONTACTS o)ONE FREEZE PROTECTION THERMOSTAT PER COIL S O U T H O L D AS OPPOSED BLADE: VOLUME DAMPERS. DAMPER OPERATING STRUCTURE COMPLY WITH ASTM C 1126, TYPE II, SIMILAR TO MANVILLE ZESTRON. IN CONTROLLER. MINIMUM 10 WATT COIL AND TWO SECTION, WIRED TO STOP SUPPLY FAN. A.VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL c}PROVIDE VALVES WITH MANUAL OVERRIDE 10 AMP CONTACTS. THERMOSTAT SHALL BE AUTOMATIC RESET TYPE. 700 BOISSEAU AVENUE LEVERS SHAM BE ACCESSIBLE AT THE FACE OF AIR GRADE 1. SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, 2}TYPE F-2: WHITE VAPOR BARRIER COATING WITH 1. OUTLETS. ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR Dom' SOUTHOLD, NY HANDLERS, FAN POWERED VAV BOXES, ETC.) AND 6)KOOLTHERM INSULATION PRODUCTS, LTD. OR 10X10 OR 20X20 MESH WHITE GLASS, POLYESTER OR 11)TERMINALS: SUITABLE FOR CONDUCTORS b}FOR SYSTEMS OVER 2.000 CFM, A DUCT 7 SILENT CHECK VALVES, SPRING LOADED, GLOBE TYPE, NYLON CLOTH REINFORCING MEMBRANE. MINIMUM 31 NOTED AND AS APPROVED. MOUNTED SMOKE DETECTOR OF THE IONIZATION 17. SOUND LINING STRUCTURE. APPROVED EQUIVALENT. 7) SILENT TO 250 PSIG CHECK VALVES SHALL BE MIL DRY FILM THICKNESS. SIMILAR TO FOSTER TYPE LOCAITD IN THE SUPPLY DUCT SNAIL .:..s::�.n. :_:r.: .'^.cem,"......,,�px:....:,�a�xsx�::. ':^::.c:c:.:,:::"::::c cr..,:.1...,.,�.:::. a::.::::::::::::::-c.::...:.sa`xx;,r:.,..sa»�.eY^.. ..:xa�zws:. . IRON BODY, BRONZE TRIM. SIMILAR TO MUESSCO 1TfE-FIT. UL LABEL, STOP THE SUPPLY FAN AND ASSOCIATED DRAWING TITLE A.PROVIDE SOUNDUNING FOR THE FALLOWING DUCTWORK: B.VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE 7 INSULATION INSTALLED OUTDOORS: FUME-SPREAD TYPE 1 O3AP OR 107-AP. F.ACCEPTABLE MANUFACTURERS: ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING }RATING OF 75 OR LESS AND SMOKE-DEVELOPED COMBUSTIONINTERLOCKED BE SENSED.SHOULD PRODUCTS OF MECHANICAL 1}ALL DUCTWORK WITHIN MECHANICAL ROOMS AND NOT EQUIPMENT SUPPORTED Fl20M FLOOR OR DECK SHALL BE RATING OF 150 OR LESS. 3)TYPE F-4: ALUMINUM JACKETING WITH MINIMUM 1 CUTTER-HAMMER. LESS THAN 20 FT ON EACH SIDE OF ALL FANS AND ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 8)Y-TYPE STRAINERS: 0.016 IN. WALL THICKNESS AND LONGITUDINAL JOINTS ) SPECIFICATIONS WITH LOCK SEAMS. c}LOW STATIC PRESSURE UMIT SWITCHES WITH AC UNITS. 8)APPLY INSULATION AS FOLLOWS: ON EXPOSED a)PROVIDE SCREWED ENDS TO 2 IN. AND FLANGED 2}SQUARE D. MANUAL RESET SIiALL STOP ASSOCIATED SUPPLY C.EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS APPLICATIONS, FINISH INSULATION WITH A SKIM COAT FANS WHEN STATIC PRESSURE AT SUPPLY FOR : �� F 3} 2)AIR TRANSFER DUCTS. WHEN SELECTING DEVICES. ADJUST FOR PROPER OF MINERAL-FIBER. HYDRAULIC-SETTING CEMENT TO 2-1/2 IN. AND LARGE WITH BODY AS FOLLOWS: 4)TYPE F-6: WHITE FINISHING AND INSULATING TO 100 PSIG: 125 LB WSP CLASS, CAST IRON. CEMENT APPLIED OVER HEXAGONAL WIRE MESH. 3)AL.LEN BRADLEY. INLET SECTIONS FALLS TO ITS SETTING. '' ALIGNMENT AND LOADING. AVOID "GROUNDING" THE SURFACE OF INSTALLED INSULATION. WHEN DRY, n:... .. :::...:: .::�a,x�.....,:::;,:,:>:;.::.::::;:..:::.:: ::;,..: ,:;:. ....< .. .:: ::. :, a .:: ,.- .... .. � ISOLATOR. PROVIDE FOR 1 IN. MINIMUM STATIC APPLY FLOOD COAT OF LAGGING ADHESIVE AND CEMENT SIMILAR TO KEENE SUPERSLICK. 3)DOWNSTREAM OF ALL VARIABLE AIR VOLUME AND DEFLECTION AND 1/2 IN. MINIMUM RESERVE DEFLECTION. PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. b SCREENS TO BE 316 STAINLESS STEEL 28. DUCT SMOKE DETECTORS AND REMOTE TEST STATION 31. SEQUENCE OF OPERATIONS: DATE CONSTANT VOLUME AND FAN POWERED BOXES FOR A b) SCREENS EDGES AT LEAST 1 INCH (25 MM). APPLY E.OUTDOOR PIPING: 7110117 �. MINIMUM OF 15 FT. FINISH COAT OF LAGGING ADHESIVE OVER GLASS A.THE ELECTRICAL CONTRACTOR SHALL SUPPLY DUCT D.PROVIDE LEVELING DEVICES AND APPROVED RESILIENT c)PROVIDE SCREWED WITH FACED CAP, STRAIGHT A.PACKAGED AC UNIT: RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT CLOTH OR TAPE. THIN THE FINISH COAT TO ACHIEVE THREAD AND GASKET, SIMILAR TO MUELLER 1)FOR ALL PIPING, FITTINGS AND VALVES LOCATED MOUNTED IONIZATION-TYPE SMOKE DETECTORS AND PROJECT NUMBER '_ 4)ALL MIXED AIR PLENUMS, EXCEPT WHERE MOISTURE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PROVIDE ALL WIRING. 2017.025 AND PIPING MOTION IN EXCESS OF 1/4 IN. STEAM SPECIALTY MUESSCO NO. 11. PROVIDE OUTDOORS, INCREASE SCHEDULED INSULATION 1)START-UP. CARRYOVER FROM OUTDOOR AIR LOUVER WILL OCCUR. PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING FLANGED WITH BOLTED COVER SIMILAR TO THICKNESS BY A MINIMUM OF 1 IN. AND PROVIDE PRODUCTS CORP. 'FLEXCLAD 400'. MUELLAR STEAM SPECIALTY MUESSCO NO. 751 F-4 FINISH. PROVIDE VAPORSEAL ON ALL OUTDOOR B.THIS CONTRACTOR SHALL INSTALL THE SMOKE DETECTOR DRAWN BY E.CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE a)UPON A COMMAND TO START THE INR, OA 5)ALSO WHERE NOTED ON A DRAWING. ISOLATING DEVICE AND THE UPPER AND LOWER OR NO. 752. PIPES, VALVES AND FITTINGS SUBJECT TO IN THE DUCT AS SHOWN ON THE PLANS. THE DAMPER AND SPILL AIR DAMPERS SWILL OPEN �' DRVVN B.SOUNDLINING IN DUCTWORK: FIBROUS GLASS, MINIMUM 3 ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 21. PIPING - GENERAL REQUIREMENTS CONDENSATION. CONTRACTOR SHALL NOT INSTALL A SMOKE DETECTOR IN A LOCATION WHERE RS OPERATING RANGE TO MINIMUM POSRION, SUPPLY AND RETURN FAN :. D.PROVIDE 1/2 IN. DRAIN VALVE WITH CAPPED HOSE (TYT'ICAI-L-Y SHALL START. FzED A& SCALE LB DENSITY, 1.5 IN. THICKNESS, MAXIMUM 0.25 K FACTOR F.CONSULT MANUFACTURER FOR APPLICATION DATA. A.COMPLETE WITH: PIPE, FITTINGS, VALVES, STRAINERS, CONNECTION AT ALL LOW POINTS. PROVIDE 3/4 IN. GATE F.INSTALLATION: 32-100 DEG F) WILL BE EXCEEDED. '�� /�. I AT 75 DEG F MEAN TEMPERATURE WITH ACRYLIC COATED AS NOTED FINISH FACTORY APPLIED EDGE COATING AND STENCILED MOTORIZED VALVE OPERATORS, STRAINERS, HANGERS, VALVE TO DRAIN SYSTEMS IN EQUIPMENT ROOMS. 2}SHUT-DOWN. &� ' `` r� C� SUPPORTS, GUIDE, SLEEVES, AND ACCESSORIES. 1 BEFORE APPLYING INSULATION ALL PRESSURE AND C.IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE < �; ' "'� ' IN ACCORDANCE WITH NFPA 90. FLAMESPREAD SHALL BE G. ACCEPTABLE MANUFACTURERS: ) o: c.) C) DRAWING NUMBER !K A MAXIMUM OF 25. LINING SHALL NOT SUPPORT E.PROVIDE MANUAL AIR VENTS UNE SIZE AIR CHAMBUt WITH LEAK TESTS SHALL BE COMPLETED AND APPROVED. OF THE AHU AND PHOTO-TYPE ARE TO BE USED ON THE . � m * _ SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS a)UPON A COMMAND TO SHUT DOWN THE UNIT, * cG MICROBIAL GROWTH AND SHALL BE TESTED IN 1)MASON INDUSTRIES. INC. BALL ITEMS SHALL BE FURNISHED AND INSTALLED IN 1/2 1N. GLOBE VALVE AT ALL HIGH POINTS AND WHERE COMPRESSORS AND CONDENSER FANS SHALL f" WHERE SMOKE DUCT DETECTORS ARE REQUIRED USE a ACCORDANCE WITH ASTM C 1071 AND ASTM G21/G22. ACCORDANCE WITH THE LATEST EDITIONS OF THE FLOW DIRECTION CHANGES FROM HORIZONTAL TO 2)ALL INSULATION SHALL BE BUTTED FIRMLY TOGETHER. STOP, SUPPLY FAN AND RETURN FAN SHALL `S',* X268 �� M =801 .: FOLLOWING CODES AND STANDARDS: DOWNWARD. PROVIDE 2 1N. LAMP STRIPS AT ALL SEAMS SECURED FIELD INSTALLED IONIZING TYPE IN RETURN DUCTWORK STOP AND OUTSIDE AIR DAMPER AND SPILL © ■ SIMILAR TO MANVILLE PERMACOTE UNA COUSTIC. AND PHOTO TYPE ON THE SUPPLY LOCATED BEFORE THE OF(� oo f :�.:i .: �i: -•..�.- N; � .. SEAL SHEETNO: 11 of 12 1 : `. .. .1:1 .,a::`•. .,prY' \.:'.: :i: ::::Si: :':R�. ,'X., 1111 ......u... .2,... ,.......... ... .... 1111 �,:''::' :.4: :r.i ... ............ ...... 1111... 1111.. ... .. �:,,>' .:.. .. 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'.i'i,@x;: `:C'4. 1111. .. :`:n::"i::`,.g:':`.::�ir"";:��v:...s 1111... 1111 :�:r:..' 1:;111. ............. „ w ... 1111 a.. .. a. ,,...,,....................n..... .....<.... .s..;.., ..,,,,. a`w .. .. 1111 ... �.. n, `. .w .. .. ` .........,.. 1111,.1111 11,11. ....,.:.::�:::..._...1111 .,a...11:1::1,.:::, 1111. a.V. Y ♦ � '�i'v. ' ` � _€ �i DAMPER SHALL CLOSE. 2)MOTORIZED DAMPER AT ROOF PENETRATION SHALL BE ,. NORTH FORK , 3)SUMMER MODE — OCCUPIED. INTERLOCKED WITH FAN OPERATION TO OPEN/CLOSE WHEN FAN IS ENERGIZES/DE—ENERGIZES. _.... ...... __.,.........:.. .................................... :< a)OCCUPIED SUMMER MODE SHALL BE INITIATED BY TIME OF DAY PROGRAMMING BASED ON TIME Ir ELECTRIC DUCT HEATER: STAFF' STARTS WORKING IN THE BUILDING. S C LLC 1)DUCT HEATER SHALL BE CONTROLLED VIA THE b}WHEN OCCUPIED SUMMER MODE IS INITIATED, A RESPECTIVE WALL MOUNTED THERMOSTAT. 700 BOISSEAU AVE, SOUTHOLD, NY COMMAND SHALL BE SENT TO START THE UNIT. M :. 2)ON MODE c)SUPPLY AIR AND RETURN AIR FANS SHALL RUN CONTINUOUSLY. a)AN AIRFLOW SENSOR PROVIDED BY THE MANUFACTURER SHALL PROVE THAT THERE IS � — d)COMPRESSORS AND RESPECTIVE CONDENSER SUFFICIENT AIFLOW ACROSS THE HEATING �\ FANS SHALL CYCLE (ON, OFF) TO MAINTAIN A ELEMENTS. SPACE TEMPERATURE OF 75' F (adj.) SPACE TEMEI2ATURE SHALL BE DETERMINED BY THE b)AFTER PROVING AIRFLOW, THE HEATER SHALL RESPECTIVE WALL MOUNTED THERMOSTAT. ENERGIZE. e)ECON10MIZER CYCLE SHALL BE ACTIVATED BY c)HEATER SHALL CYCLE IN STAGES (SCR) TO €' E_ - COMPARATIVE ENTHALPY SENSORS WHEN FREE MAINTAIN THE OWNER SET SPACE TEMPERATURE COOLING IS AVAILABLE. CONTROLS SHALL BE AS SENSED BY THE UNITS RESPECTIVE WALL I„ 5 INTEGRAL TO THE UNIT. MOUNTED THERMOSTAT. CYCLING SHALL BE VIA FACTORY INSTALLED CONTROLS AND CONTACTORS. 4)SUMMER MODE — UN—OCCUPIED. 3)OFF MODE a)SUMMER UN—OCCUPIED MODE SHALL START WHEN OCCUPIED SUMMER MODE ENDS EACH DAY a)DUCT HEATER SHALL REMAIN OFF. t OR AS REQUIRED BY OWNER. z F.HUMIDIFIER: b)UNIT SHALL BE CONTROLLED BY THE RESPECTIVE r. WALL MOUNTED THERMOSTAT. .x �, ,x 1)HUMIDIFIER SHALL BE CONTROLLED VIA THE RESPECTIVE WALL MOUNTED HUMIDISTAT. ISSUE: c)UPON A RISE IN SPACE TEMPERATURE PAST 85 F (adj.) AS SENSED BY THIS THERMOSTAT, A DESCRIPTION DATE BY 2)ON MODE ISSUED TO DOH 05.03.17 CP COMMAND SHALL BE SENT TO START COMPRESSOR AND CONDENSER FAN. OUTSIDE AIR DAMPIER SHALL REMAIN CLOSED. a)AN AIRFLOW SENSOR PROVIDED BY THE MANUFACTURER SHALL PROVE THAT THERE IS ISSUED FOR CONSTRUCTION 05.05.17 CP d)SUPPLY AIR FAN SHALL START. SUFFICIENT AIFLOW. ISSUED FOR ADDENDUM 1 05.19.17 CP b)A HUMIDITY SENSOR LOCATED IN THE DUCTWORK e)COMPRESSOR AND RESPECTIVE CONDENSER FAN DOWNSTREAM OF THE STEAM INJECTION SOURCE REVISED PER DOH COMMENTS 07.11.17 CP SHALL. CYCLE (ON, OFF) TO MAINTAIN A SPACE SHALL MONITOR. HUMIDIFIER SHALL NOT OPERATE TEMPERATURE OF 85' F (adj.) SPACE OF SUPPLY AIR IS ABOVE 85X. ISSUED FOR DOB APPROVAL 03.23.18 CP TEMEI3ATURE SHALL BE DETERMINED BY THE I — RESPECTIVE WALL MOUNTED THERMOSTAT. c)AFTER PROVING AIRFLOW AND RELATIVE HUMIDITY UNIT SHALL SHUT DOWN ONCE THE SPACE IN THE DUCT, THE HUMIDIFIER SHALL ENERGIZE. TEMPERATURE HAS BEEN SATISFIED. d)HUMIDIFIER SHALL CYCLE IN STAGES To MAINTAIN 30% RH (adj.) AS SENSED BY THE UNITS k g)SUPPILY AND RETURN FANS SHALL OPERATE RESPECTIVE WALL MOUNTED THERMOSTAT. CONTINUOUSLY FOR RTU-1-2,3.4 TO MAINTAIN CYCLING SHALL BE VIA FACTORY INSTALLED CODE REQUIRED PRESSURE RELATIONSHIPS. CONTROLS AND CONTACTORS. 5)WINTER MODE — OCCUPIED 3)OFF MODE a)OCCUPIED WINTER MODE SHALL BE INITIATED BY a)HUMIDIFIER SHALL REMAIN OFF. 4 TIME OF DAY PROGRAMMING BASED ON TIME G.ELECTRIC BASEBOARD HEATER: STAFF' STARTS WORKING IN THE BUILDING. b)WHEN OCCUPIED WINTER MODE IS INITIATED, A 1)BASEBOARD HEATER SHALL BE CONTROLLED VIA THE ' COMMAND SHALL BE SENT TO START THE UNIT. RESPECTIVE WALL MOUNTED THERMOSTAT. c)SUPPLY AIR AND RETURN AIR FANS SHALL RUN 2)WINTER — ON MODE CONTINUOUSLY. a)HEATER SHALL CYCLE (ON, OFF) TO MAINTAIN yi THE OWNER SET SPACE TEMPERATURE AS d)GAS FIRED FURNACE SHALL MODULATE TO s -L SENSED BY THE UNITS RESPECTIVE WALL t MAINTAIN A SPACE TEMPERATURE OF 72' F (adj.) MOUNTED THERMOSTAT. CYCLING SHALL BE VIA SPACE TEMERATURE SWELL BE DETERMINED BY FACTORY INSTALLED CONTROLS AND CONTACTORS. THE RESPECTIVE WALL MOUNTED THERMOSTAT. DO NOT SCALE PLANS % 3)WINTER — OFF MODE ARCHITECT OF RECORD e)ECONOMIZER CYCLE SHALL BE ACTIVATED BY COMPARATIVE ENTHALPY SENSORS WHEN FREE a)BASEBOARD HEATER SHALL REMAIN OFF. Terjesen Associates, Architects COOLING IS AVAILABLE. CONTROLS SHALL BE INTEGRAL TO THE UNIT. K.AUTO—DIALER: 248 West 35th Street 11th Floor New York, NY 10001 6)VANIER MODE — UN—OCCUPIED 212.239.1526 Fax: 212,736.7899 1)AUTO DIALER SHALL BE PROVIDED WITH A PHONE a WINTER UN—OCCUPIED MODE SHALL START WHEN AND EMAIL CONNECTION TO SEND OUT AN ALERT IF E-mail: info@terjesenarchitects.com ) AN ALARM IS TRIGGERED. OCCUPIED WINTER MODE ENDS EACH DAY. L b}UPON A DROP IN SPACE TEMPERATURE PAST 55' 2)AUTO DIALER PANEL SHALL BE PROVIDED WITH HARD WIRE ALARM TIE'S FROM: F (ad j.) AS SENSED BY THERMOSTAT, A EP EMIMNIS COMMAND SHALL BE SENT TO START THE UNIT. a)ALL AHU do AC UNIT DRAIN PAN LEAK 110 William Street 32nd Floor New York, NY 10038 DETECTORS. 212.257.6190 Fax: 212.994.8091 c)OA DAMPER AND SPILL DAMPER SWILL REMAIN CLOSED www.EPENGINEERING.com a)a) IF A LEAK IS DETECTED, ALARM SHALL SOUND AND ALERT SHALL BE SENT TO THE STRUCTURAL ENGINEER..... .................._ W........ d) SUPPLY AIR AND RETURN AIR FANS SHALL RUN CLIENT. coNnNousLY. Engineering Firm b)AL1 PROCEDURE ROOMS AND PRE/POST Address e}GAS IlRED FURNACE SWILL MODULATE TO OPERATION AREAS. $g MAINTAIN A SPACE TEMPERATURE OF 55' F (adj.) Phone Fax: b)a) IF A TEMPERATURE ABOVE 80'F OR A E-mail: f) UNIT SWILL SHUT DOWN ONCE THE SPACE RELATIVE HUMIDITY ABOVE 60% IS SENSED "NW! MW TEMPERATURE HAS BEEN SATISFIED. BY THE SPACES'S THERMOSTAT OR =" PROJECT HUMIDISTAT, AN ALARM WILL SOUND AND AN g)SUPPILY AND RETURN FANS SHALL OPERATE ALERT SHALL BE SENT TO THE CLIENT, CONTINUOUSLY FOR RTU-1-2,3,4 TO MAINTAIN SOUTHOLD ASC CODE REQUIRED PRESSURE RELATIONSHIPS. c)IT ROOM, UPS ROOM, AND VACUUM ROOM THERMOSTAT. 700 BOISSEAU AVENUE B.COMMERCIAL SIPLITSOUTHOLD, NY E: c)a) IF A TEMPERATURE OF 85'F IS SENSED, 1)UPON A COMMAND TO START THE UNIT, COMPRESSOR ALARM SHALL SOUND AND AN ALERT SHALL BE SENT TO THE CLIENT. AND CONDENSER FAN, AND SUPPLY FAN SHALL DRAWING TITLE d)PROCEDURE ROOM STATIC PRESSURE SENSOR. MECHANICAL 2) SHUT DOWN THE UNIT, COMPRESSO S AND CONDENSER FMS SHALL STOP d)a) IN THE EVENT THAT THE STATIC PRESSURE SPECIFICATIONS f AND SUPPLY FAN SHALL STOP, SENSOR DETECTS A PRESSURE DIFFERENTIAL OF A-WC OR GREATER, ALARM SHALL 3)COMPRESS�ORS AND RESPECTIVE CONDENSER FANS SOUND AND AN ALERT SHALL BE SENT TO �3 O F 3} SHALL CYCLE (ON, OFF) TO MAINTAIN A SPACE THE CLIENT. TEMPERATURE OF 75 F (adj.) SPACE TEMERATURE DATE SHALL BE DETERMINED BY THE RESPECTIVE WALL r, MOUNTED THERMOSTAT 7110!17 PROJECT NUMBER C.TOILET EXHAUST FAN (TXF): 2017.025 1)FAN SHALL. RUN CONTINUOUSLY 24/7/365. DRAWN BY N F DRWN 2)MOTORIZED DAMPER AT ROOF PENETRATION SWILL BE INTERLOCKED WITH FAN OPERATION TO OPEN/CLOSE p AR SCALE WHEN FAN IS ENERGIZES/DE—ENERGIZES. �ti� AS NOTED 41 DRAWING NUMBER D.GENERAL EXHAUST FAN (GXF): m * 5 .. CODE 1)FAN RUN CON11N000USLY 24/7/365 TO ��' 0 26£x' M =80" 100 REQUIRED PRESSURE RELATIONSHIPS. OF N Y SEAL SHEET NO: 12 of 12v < Y 2: ' NORTH FORK , , GENERAL NOTES DEMOLI TION NOTES ABBREVIA T10N5 LEGEND w __.....................- , a 1. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE BASE 21. CONDUIT SHALL BE CONTINUOUS AND COMPLETE BETWEEN 1. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS A/AMP AMPERE MAX MAXIMUM pS C LLC �pnpN T BUILDING REQUIREMENTS AND ALL CURRENT APPLICABLE PANELS, JUNCTION, OUTLET, PULL AND FIXTURE BOXES. IT ASSOCIATED WITH REMOVALS AND RELOCATIONS OF CODES, INCLUDING THE 2014 NATIONAL ELECTRICAL CODE SHALL BE KEPT CLEAN AND UNOBSTRUCTED INSIDE WITH ELECTRICAL WORK AS DESCRIBED IN THE SPECIFICATIONS AF AMP FUSE MCB MAIN CIRCUIT BREAKER20A, 120V/277V SINGLE POLE DIMMER 700 BOISSEAU AVE, SOUTHOLD, NY (NEC), AND ALL APPLICABLE LOCAL CODES HAVING ENDS FREE OF BURRS OR OTHER PROJECTIONS WHICH WITH ALLOWANCES FOR EXPECTED OR UNFORSEEN D JURISDICTION. WOULD DAMAGE OR IMPEDE PULLING OF WIRE. ALL DIFFICULTIES WHEN CONCEALED WORK HAS BEEN OPENED. AFCI ARC-FAULT CIRCUIT INTERRUPTER MC MOTOR CONTROLLER $ TYPE LIGHT SWITCH. "a" DENOTES CONDUIT SHALL BE INSTALLED PARALLEL AND NO CLAIMS FOR ADDITIONAL WORK ASSOCIATED WITH ° FIXTURES CONTROLLED. COORDINATE WITH 2. DRAWINGS ARE DIAGRAMMATIC. EXACT LOCATIONS SHALL PERPENDICULAR TO THE BUILDING LINES. ALL CONDUIT DEMOLITION WILL BE ACCEPTED, EXCEPT IN CERTAIN AFF ABOVE FINISHED FLOOR MCM THOUSAND CIRCULAR MILS ARCHITECT. SUIT FIELD CONDITIONS SHALL BE ROUTED CONCEALED IN FINISHED AREAS EXCEPT CASES CONSIDERED JUSTIFIABLE BY THE ARCHITECT. 20A, 120V 277V SINGLE POLE TOGGLE TTI SAND BE COORDINATED WITH / ARCHITECT AND ALL TRADES PRIOR TO INSTALLATION. WHERE OTHERWISE NOTED. AS AMP DISCONNECT SWITCH MD MOTORIZED DAMPER TYPE LIGHT SWITCH. "a" DENOTES 2. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL ° FIXTURES CONTROLLED. COORDINATE WITH 3. ALL NEW WORK IN OR THROUGH EXISTING OCCUPIED 22. WIRES AND CABLES SHALL BE CONTINUOUS WITHOUT EXISTING ELECTRICAL WORK WHICH INTERFERES WITH THE AUTO AUTOMATIC MECH MECHANICAL ARCHITECT. ...... . F SPACES SHALL BE COORDINATED WITH THE TENANT AND SPLICES OR TAPS IN CONDUIT RUNS. ALL WIRING SHALL NEW ARCHITECTURAL AND ELECTRICAL LAYOUTS IN FULL AWG AMERICAN WIRE GAUGE MER MECHANICAL EQUIPMENT ROOM THE BUILDING OWNER OR HIS REPRESENTATIVE. PROVIDE BE IN CONDUIT OR AS NOTED. ALL SPLICES SHALL BE COORDINATION WITH THE ARCHITECT'S DEMOLITION PLANS. 3-WAY SWITCH II PROPER AND ADEQUATE PROTECTION FOR ALL MADE AT OUTLET BOXES, PULL BOXES OR JUNCTION a ALL SYSTEMS WHICH ARE NO LONGER REQUIRED TO C CONDUIT MAX MAXIMUM � FURNISHINGS, FIXTURES, ETC. BOXES. AT ALL JOINTS. CONDUCTORS SHALL BE SPLICED FUNCTION SHALL BE DE-ENERGIZED AND DISCONNECTED ELECTRICAL HOMERUN. TEXT INDICATES OR JOINED AS TO BE MECHANICALLY AND ELECTRICALLY AT THE SOURCE OF POWER SUPPLY. CB CIRCUIT BREAKER MIN MINIMUM EP-1.3.5 SOURCE PANEL AND CIRCUIT. NUMBER 4. ELECTRICAL CONTRACTOR SHALL SIZE PULL BOXES AND SECURE. /'�''�►+� OF ARROWS INDICATES PHASE (3-PHASE JUNCTION BOXES TO BASED ON FIELD CONDITIONS. 3. THE CONTRACTOR SHALL PERFORM DEMOLITION AND CKT CIRCUIT MLO MAIN LUG ONLY REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES 23. IDENTIFICATION OF NEUTRAL., GROUNDING OF CIRCUITS. REMOVAL WORK WITH MINIMUM INTERFERENCE WITH SHOWN . AND AVAILABLE PARTITION THICKNESS. NUMBER OF WIRES IN CONDUIT SHALL COMPLY IN ALL FUNCTIONING ELECTRICAL SYSTEMS. ALL AFFECTED CLG CEILING MTD MOUNTED RESPECTS WITH THE REQUIREMENTS OF THE CODE. SYSTEMS SHALL BE RECONNECTED AND RESTORED. PANELBOARD 5. INDICATING ALL CONDUIT RUNS, BENDS, PULLBOXES AND CO CONDUIT ONLY MTS MANUAL TRANSFER SWITCH OFFSETS ARE BEYOND THE SCOPE OF THE ELECTRICAL 24. WIRE SHALL NOT BE DRAWN INTO CONDUIT UNTIL ALL 4. DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN I i DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO WORK WHICH COULD CAUSE DAMAGE TO THE CONDUCTORS COMM COMMUNICATION (N) NEW A NEAT AND WORKMANLIKE MANNER. THE CONTRACTOR � ALTERNATING CURRENT MOTOR z INSTALL 'THE ELECTRICAL WORK IN CONFORMANCE WITH IS COMPLETED. SHALL PATCH, REPAIR OR OTHERWISE RESTORE ANY CU COPPER NEC NATIONAL ELECTRICAL CODE THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE DAMAGED INTERIOR OR EXTERIOR BUILDING SURFACE TO ' LOCAL CODES. 25. ALL MATERIAL SHALL CONFORM TO NEMA, ANSI, AND U. S. ITS ORIGINAL CONDITION. (DE) EXISTING TO BE REMOVED NIC NOT IN CONTRACT � DISCONNECT SWITCH - UNFUSED STANDARDS, WHICHEVER APPLIES AND SHALL BEAR THE R 6. ELECTRICAL INSTALLATION SHALL CONFORM TO THE INSPECTION LABEL OF UNDERWRITER LABORATORIES, INC. 5. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEG DEGREE NTS NOT TO SCALE ISSUE: BUILDING STRUCTURE PRESERVING HEADROOM AND OUTLETS, SWITCHES AND OTHER DEVICES, COMPLETE WITH N> CLEARANCE IN PASSAGEWAYS. 26. ALL BOXES AND ENCLOSURES SHALL BE SET PLUMB, ASSOCIATED WIRING. CONDUITS, ETC., FROM PARTITIONS 'C DEGREE CELCIUS NYCEC NEW OJ YORK CITY ELECTRICAL CODE DISCONNECT SWITCH - FUSED DESCRIPTION DATE BY SQUARE AND SECURELY FASTENED. BOXES IN FINISHED THAT ARE TO BE REMOVED. WHERE THE REMOVAL OF ; 7. THE ELECTRICAL CONTRACTOR, BEFORE INSTALLING ANY OF WALLS SHALL BE FLUSH WITH FINISH SURFACE. ALL PULL THESE ITEMS DISRUPTS EXISTING WIRING THAT IS TO 'F DEGREE FAHRENHEIT OC ON CENTER ISSUED TO DOH 05.03.17 CP THE WORK, SHALL SEE THAT IT DOES NOT INTERFERE AND JUNCTION BOXES SHALL BE SIZED PER ARTICLE 314 REMAIN, THE CONTRACTOR SHALL INSTALL JUNCTION ® PULL BOX WITH CLEARANCES REQUIRED FOR FINISHED COLUMNS, OF THE NEC. BOXES AND OTHER DEVICES AND PROVIDE BYPASS DIA DIAMETER OCPD OVERCURRENT PROTECTION DEVICE __ ISSUED FOR CONSTRUCTION O5CP HUNG CEILINGS, PLASTER. PARTITIONS, WALLS, ETC., AS CONNECTIONS NECESSARY TO MAKE CIRCUITS AFFECTED ISSUED FOR ADDENDUM 1 05.19.17 CP SHOWN IN THE ARCHITECTURAL DRAWINGS AND DETAILS. 27. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS BETWEEN CONTINUOUS AND READY FOR OPERATION. OTHERWISE, DISC DISCONNECT P POLE JUNCTION BOX IF ANY WORK IS SO INSTALLED AND IT LATER DEVELOPS PHASES ON ALL PANELBOARDS AND SWITCHBOARDS TO WIRING SHALL BE REMOVED BACK TO THE NEAREST 3 PLUMBING UPDATES 06.13.17Cp THAT SUCH DETAILS OR DESIGN CANNOT BE FOLLOWED, WITHIN 10%. ELECTRICAL JUNCTION BOX THAT IS TO REMAIN OR TO DN DOWN PB PULLBOX y, W THIS C014TRACTOR AT HIS OWN EXPENSE SHALL MAKE PANEL.BOARD. REVISED PER DOH COMMENTS 07.11.17 CP JUNCTION BOX CONNECTED VIA TOGGLE SUCH CHANGES IN THE WORK AS DIRECTED BY THE 28. ALL NEW WORK IN OR THROUGH EXISTING OCCUPIED DP DISTRIBUTION PANEL BOARD 0 PHASE SWITCH 2 ISSUED FOR DOB APPROVAL 03.23.18 CP A` ARCHITECT, AS WELL AS TO PERMIT THE INSTALLATION OF SPACES SHALL BE COORDINATED WITH THE TENANT AND 6. ALL RACEWAYS WHICH BECOME EXPOSED DURING THE THE ARCHITECTURAL WORK AS SHOWN ON THE PLANS AND THE BUILDING OWNER OR HIS REPRESENTATIVE. PROVIDE DWG DRAWING PNL PANEL ALTERATION WORK SHALL BE REMOVED AND REROUTED JUNCTION BOX CONNECTED VIA THERMAL DETAILS. PROPER AND ADEQUATE PROTECTION FOR ALL CONCEALED BEHIND FINISHED SURFACES. OVERLOAD SWITCH E EXISTING TO REMAIN PWR POWER FURNISHINGS, FIXTURES, ETC. ( ) B. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL, JUNCTION BOX FOR FIRE SMOKE DAMPER. 7. ALL UNUSED OUTLET BOXES OR CAPPED FLOOR OUTLETS EA EACH R RELOCATED PLUMBING, SPRINKLER AND TELECOMMUNICATIONS DESIGN 29. THE ELECTRICAL CONTRACTOR MUST COORDINATE ALL NEW SHALL BE PROVIDED WITH MATCHING BLANK COVERS. ( ) COORDINATE WITH MECHANICAL DOCUMENTS. FOR ADDITIONAL WORK REQUIRED UNDER PROTECTION DEVICES WITH EXISTING PROTECTION DEVICESEC ELECTRICAL CONTRACTOR ITEC RECEPTACLE CONTRACTOR. ELECTRICAL CONTRACT. UP UNE. 8. EXISTING PANEL DIRECTORIES AFFECTED 13Y THE JUNCTION BOX FOR MOTORIZED DAMPER. ALTERATION WORK SHALL BE MODIFIED TO REFLECT THE E.C. EMPTY CONDUIT REQD REQUIRED CIOQip COORDINATE WITH MECHANICAL 9. ELECTRICAL CONTRACTOR BEFORE SUBMITTING A 30. DEMOLITION, CUTTING, BURNING, TRENCHING OR CORE BRANCH CIRCUIT WIRING CHANGES. ZE CONTRACTOR. PROPOSAL, SHALL VISIT AND EXAMINE CAREFULLY THE DRILLING SHALL BE PERFORMED AND ON OVERTIME BASIS ELEC ELECTRICAL SCHED SCHEDULE �-- AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR AS DIRECTED BY OWNER, TENANT AND BUILDING 9. PORTIONS OF FEEDER RUNS TO BE REMOVED OR JUNCTION BOX FOR CONDENSATE PUMP. WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES MANAGEMENT. CONDUIT CHASING IN FLOOR SLAB REQUIRES ABANDONED AS A RESULT OF DEMOLITION WORK, BUT EM EMERGENCY SECT SECTION COORDINATE WITH MECHANICAL THAT WILL ATTEND THE EXECUTION OF THIS WORK. THE PERMISSION OF THE AFFECTED TENANT ON THE CONTRACTOR. WHICH ARE REQUIRED TO REMAIN ENERGIZED, SHALL BE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS FLOOR BELOW PRIOR TO INSTALLATION. CUT AT CONVENIENT LOCATIONS, REROUTED AND EQUIP EQUIPMENT SP SINGLE POLE EVIDENCE' THAT SUCH AN EXAMINA11ON HAS BEEN MADE. RECONNECTED. NEW FEEDER EXTENSIONS SHALL MATCH -o ELECTRICAL CONDUIT TURNING UP AND LATL=R CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA 31. ALL CORE DRILL LOCATIONS SHALL BE COORDINATED WITH EXISTING ONES IN ALL RESPECTS, CABLE TYPE, (ER) EXISTING TO BE RELOCATED SPEC SPECIFICATION LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF EXISTING CONDITIONS IN THE CEILING OF THE FLOOR CONDUCTOR AMPACITY, CONDUIT SIZES, ETC. DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN BELOW (I.E. EXISTING DUCTWORK, PIPING, CONDUITS, ETC.). FA nRE ALARM SW SWITCH -• ELECTRICAL CONDUIT TURNING DOWN FORESEEN HAD SUCH AN EKAMINATION BEEN MADE. CORE DRILLING MUST BE PERFORMED DURING OFF HOURS 10. THE CONTRACTOR SHALL NOTIFY THE OWNER AT THE FBO FURNISHED BY OTHERS SWBD SWITCHBOARD WHEN, AND AS DIRECTED BY THE LANDLORD. ALL CORE APPROPRIATE TIME OF THE PROJECTED DEMOLITION AND 10. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH DRILL LOCATIONS MUST BE X-RAYED PRIOR TO CORING. PHASING SCHEDULE SO THAT REMOVAL OR RELOCATION OF FDR FEEDER SYS SYSTEMS ELECTRICAL CONDUIT MECHANICALPLUMBING AND SPRINKLER CONTRACTORS DUST PROTECTION MUST BE PROVIDED ON THE FI_OOR AFFECTED UTILITIES MAY BE CARRIED OUT IN FOR EXACT LOCATION OF EQUIPMENT INDICATED BELOW DURING CORE DRILLING AND REMOVED DAILY. COORDINATION WITH THE PROJECT REQUIREMENTS. THE Fir FIXTURE SYM SYMMETRICAL CORRESPONDING TO EACH TRADE. EXISTING CEILING TILES SHALL BE RE-INSTALLED AND CONTRACTOR SHALL FOLLOW CLOSELY THE ARCHITECTS © EMERGENCY POWER OFF SWITCH SPACE CLEANED AT THE END OF EACH WORK SHIFT. DEMOLITION AND PHASING SCHEDULE AND PROCEED IN FL FLOOR TEL TELEPHONE 11. AREA FROM TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT THE SPECIFIED SEQUENCE. TO A HEIGHT OF 6'-0" ABOVE, OR STRUCTURAL CEILING 32. ELECTRICAL CONTRACTOR SHALL ABIDE BY THE 20A 125V 2-POLE GROUNDING TYPE FLUOR FLUORESCENT TEMP TEMPERATUREWALL MOUNTED DUPLEX POWER DO NOT SCALE PLANS WHICH EVER IS LOWER, SHALL BE DEDICATED ELECTRICAL IMPROVEMENT/CONSTRUCTION RULES AND REGULATIONS AS 11. ALL EXISTING MATERIAL AND EQUIPMENT IN USABLE SPACE. NO FOREIGN SYSTEMS SHALL BE ALLOWED TO RUN LAID DOWN BY THE OWNER. A COPY MAY BE OBTAINED CONDITION, WHICH IS TO BE REMOVED UNDER THIS FT FEET OR FOOT TYP TYPI RECEPTACLE (NEMA 5-20R) .. _ ,.._o, ��.-, : x THROUGH THIS AREA. FROM THE BUILDING MANAGEMENT. CONTRACT, SHALL REMAIN THE PROPERTY OF THE OWNER ARCHITECT Or-RECORD 20A, 125V, 2-POLE GROUNDING TYPE OR SHALL BE DISPOSED OF BY THE ELECTRICAL G GROUND LION LION WALL MOUNTED QUADRUPLEX POWER Ter esen Associates, Architects 12. CONTRACTOR SHALL ENSURE CLEARANCES FOR ELECTRICAL 33. FOR EXACT LOCATION AND FINISH SURFACE CONDITIONS CONTRACTOR, AS DIRECTED BY THE OWNER. RECEPTACLE (NEMA 5-20R) REQUIRED BY THE NATIONAL ELECTRICAL CODE, AND ALL OF CEILING, WALL, FLOOR MOUNTED DEVICES, REFER TO GFl GROUND FAULT INTERRUPTER UPS UNINTERRUPTIBLE POWER SUPPLY 248 West 35th Street 11th Floor New York, NY 10001 APPLICABLE LOCAL CODES ARE MET. CONTRACTOR IS ARCHITECTURAL DRAWINGS. HP HORSEPOWER V VOLT OR VOLTAGE 2-POLE MOUNTEDPD PLEXOUNDING POWER TYPE � 212.239.1526 Fax: 212.736.7899 RESPONSIBLE TO REPORT TO ENGINEER ANY CONDITION WHICH DOES NOT MEET CODE. 34. FOR EXACT LOCATION OF FACILITY EXPANSION JOINTS, FIRE HZ HERTZ VA VOLT AMPERE �� RECEPTACLE WITH GROUND FAULTRATED WALLS AND SMOKE E-mail: info@terjesenarchitects.com 13. EXACT MOUNTING LOCATION AND HEIGHT OF ALL DEVICES ARCHITECTURAL DRAWINGS. WALLS. REFER TO FIRE SMOKE DAMPER C O O R D 1 N A TION INTERRUPTER (NEMA 5-20R) JB JUNCTION BOX VAV VARIABLE AIR VOLUME 20A 125V 2-POLE GROUNDING TYPE �n m ar{ SHALL BE AS INDICATED ON ARCHITECTURAL DOCUMENTS. MECHANICAL ENGINEER LOCATION OF DEVICES ON ELECTRICAL PLANS ARE 35. EC SHALL PROVIDE RECEPTACLES AND C.B. IN PANEL TO REFER TO 'COMBINATION FIRE SMOKE DAMPER - INSTALLATION MATRIX' � WALL MOUNTED DEDICATED DUPLEX SCHEMATIC, AND SHOULD BE VERIFIED WITH ARCHITECT MATCH CORD AND PLUG SUPPLIED WITH EQUIPMENT. ON MECHANICAL PLANS FOR THE RESPONSIBILITIES OF EACH TRADE KILOVOLT VFD VARIABLE FREQUENCY DRIVE POWER RECEPTACLE (NEMA 5-20R) �� 9 PRIOR TO COMMENCEMENT. WITH REGARD TO THE PROVISION AND INSTALLATION OF FIRE SMOKE KVA KILOVOLT AMPERE VP VAPORPROOF PROVIDE A FLUSH MOUNTED FLOOR BOX 110 William Street 32nd Floor New York, NY 10038 36. ALL TERMINATIONS, CONDUIT FITTINGS AND CONNECTIONS DAMPERS. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR AND FOR WITH QUAD POWER RECEPTACLE AND 14. ANY AND ALL EXISTING PANELS AFFECTED SHALL HAVE SHALL BE COMPRESSION TYPE, UNLESS APPROVED BY FIRE ALARM CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH EACH KW KILOWATT W WATT ® DATA OUTLET. PROVIDE WIREMOLD 880W 212.257.6190 Fax: 212.994.8091 THEIR DIRECTORIES CORRECTED TO INCLUDE NEW WORK, ENGINEER. OTHER PRIOR TO COMMENCEMENT. OR APPROVED EQUAL. r: www.EPENGINEERING.com AND EXISTING CIRCUITS VERIFIED. BALANCE ALL LOADS, LTG LIGHTING WP WEATHERPROOF NEW AND, EXISTING, BETWEEN THE THREE (3) PHASES OF STANDARD FLUSH WALL MOUNTED _.............................................. ..__._.. r STRUCTURAL ENGINEER PROVIDE ONE STANDARD DOUBLE GANG Engineering Firm EACH PAINEL AFFECTED. TELECOMMUNICATIONS/DATA OUTLET. 15. MAINTAIN CONTINUOUS SERVICE TO FEEDERS, CIRCUITS OR BOX WITH PLASTER RING AND A 1" PARTIAL CIRCUITS, AND OUTLETS AFFECTED BY THIS WORK. ® ® CONDUIT STUB UP AND BUSHED TO 2" Address i ABOVE ACCESSIBLE CEILING. WHERE NO Phone Fax: 16. ALL OPENINGS AROUND ELECTRICAL PENETRATIONS S HUNG CEILING EXISTS, PROVIDE 1" E-mail: THROUGH! FIRE RESISTANCE RATED CONSTRUCTION SHALL CONDUIT TO A HEIGHT WITHIN 2w OF BE FIRE-STOPPED USING APPROVED METHODS. SLAB. COORDINATE MOUNTING HEIGHTS PROJECT DRAWING L 1ST WITH ARCHITECT AND NURSE CALL f 17. PROVIDE RACEWAY WIRE AND CABLE ASSOCIATED FITTINGS VENDOR PRIOR TO COMMENCEMENT. " S O U T H p L D ASC AND CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM -�- - TEXT/UNEWEIGHT WHICH INDICATES DEVICE(S) TO FINAL OVERCURRENT DEVICE AND TO LOCAL E -100 . 00 ELECTRICAL SYMBOLS , NOTES & ABBREVIATIONS DEVICES AND EQUIPMENT TO BE 700 BOISSEAU AVENUE CONTROL DEVICE(S) PER SPECIFICATIONS. XXXX REMOVED SOUTHOLD NY 18. MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 AWG E - 20 0 . 0 0 ELECTRICAL DEMOLITION PLAN - CELLAR ~` ' EXCEPT LIFE SAFETY BRANCH CIRCUIT WIRING WHICH z SHALL BE MINIMUM #10 AWG. MAINTAIN MAXIMUM BRANCH E -201 . 00 ELECTRICAL DEMOLITION PLAN - GRCUND FLOOR CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. W TEXT/UNEWEIGHT WHICH INDICATES DRAWING TITLE INCLUDE GROUND CONDUCTOR DERATINGS. E -3 0 0 . 0 0 ELECTRICAL POWER PLAN - CELLAR >; :;<„; EXISTING DEVICES AND EQUIPMENT ELECTRICAL 19. SE13ARATE NEUTRAL CIRCUIT. DERATEONDUCTORSPER PULL CONDUCTORS FROM �D E -301 . 00 ELECTRICAL POWER PLAN - GROUND FLOOR � � FOR EACH BRANCH SYMBOLS, NOTES NEC ACCORDINGLY. E -302 . 00 ELECTRICAL MECHANICAL POWER PLAN - GROUND FLOOR ; TEXT/UNEWEIGHT WHICH INDICATES NEW & ABBREVIATIONS 20. PROVIDE GROUNDING PER NEC. PROVIDE GREEN GROUND E -400 . 00 ELECTRICAL LIGHTING PLAN - CELLAR XXXX DEVICES AND EQUIPMENT w „ ` WIRE IN ALL BRANCH AND FEEDER CIRCUITS SIZED PER E -401 . 00 ELECTRICAL LIGHTING PLAN - GROUND FLOOR CODE. DATE E -500 . 00 ELECTRICAL RISER DIAGRAM ' 5/16!17 E - 600 . 00 ELECTRICAL PANEL SCHEDULES (1 OF 3 ) PROJECT NUMBER E - 601 . 00 ELECTRICAL PANEL SCHEDULES ( 2 OF 3 ) 2017.025 E - 602 . 00 ELECTRICAL PANEL SCHEDULES ( 3 OF 3 ) DRAWN BY JV E -700 . 00 ELECTRICAL DETAILS DAf�Oy SCALE E -800 . 00 ELECTRICAL SPECIFICATIONS (1 OF 4 ) AS NOTED E - 801. 00 ELECTRICAL SPECIFICATIONS ( 2 OF 4 ; `"� � ' O-' � U � DRAWING NUMBER E - 802 . 00 ELECTRICAL SPECIFICATIONS ( 3 OF 4 ; - E -803. 00 ELECTRICAL SPECIFICATIONS (4 OF 4 ) �q 0268 y©`rE=1 00 . 00 OF NO Y SEAL SHEETNO: 1 OF 17 ......:. ..::::.<:. u,,... • •��s '::.,„... ..;...::::: ,:;::: �:<: t ,. ,..... .r. ,m.. -.::�s ,.. :��., .......... ,;... ':;gas:,.. ....,.... ;n�:: ':�::::::. ...>.... , PLAN NOTES NORTH FORK �� 1. REFER TO DEMOLITION NOTES ON E-100. . ..... . ............ ......... S C LLC 700 BOISSEAU AVE, SOUTHOLD, NY KEY NOTES CONTRACTOR SHALL REMOVE ALL ELECTRICAL WIRING, CONDUIT, BOXES, RACEWAY, DEVICES AND EQUIPMENT ON THIS FLOOR. Z ISSUE: DESCRIPTION DATE BY ...... ...... 77 ISSUED TO DOH 05.03.17 W., A 6 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP ITF 71 MO PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 7 ........................... fa iii 'A' (DE) PANEL ............. SERVICE END BOX/METER (DE) DISCONNECT SWITCH (DE) SWITCHBOARD (DE) Y M I DO NOT SCALE PLANS . ..... . ARCHITECT OF RECORD D Terjesen Associates, Architects N. 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep EP ECSIMNS WN 110 William Street 32nd FloorNewYork, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ................... ................................................ ............................. ................................................... STRUCTURAL ENGINEER L Engineering Firm F Address Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY L EC TRICA L DIMOL TION PL A N - C IF- L L A R SCALE: 3/16"=1'-0" DRAWING TITLE E ELECTRICAL DEMOLITION PLAN CELLAR DATE 5/4/17 PROJECT NUMBER 2017.025 DRAWN BY ......... iv D A, SCALE AS NOTED DRAWING NUMBER rn '' `S'�,Q 0ab 2Z�OF E=200mOO SEAL SHEET N0: OF 17 .. ........ . ........... . X! PLAN NOTES ,,, NORTH FORK ,, 1. REFER TO DEMOLITION NOTES ON E-100. ..................... .............. ... ......... ...... . ....... ...._,. _; SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY p„,,.........��::...:r"yyx,.�. ... ,aR�,M. .:�M:::::.' ....::::....:... ..:.`.".rx':.. ... .yam,»......;roKt�+x:....... „Ax,Vx:....: •tlx,:..•»W�P C' 3. 1� , T KEY NOTES O1 CONTRACTOR SHALL REMOVE ALL ELECTRICAL WIRING, CONDUIT, DEVICES AND : EQUIPMENT ON THIS FLOOR. : 3 3 , »x::':�a,yxx;. .•�'au': x4w:.::: ::::i�x;::: :::ux;;::.� �:\`1tSo. .1�tFa. ..v�WltbHk :: &::.� �: ::::,bx *:::::::arc;xro'u;::::mw<:<::,;x;<:.xxf„x 3 4 ISSUE: ' DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP I, .......... PANEL 'B' (DE) k ,a DO NOT SCALE PLANS ARCHITECT OF RECORD ...... ..... ... ........,. m. » . .0 ,,,x�..... i Terjesen Associates, Architects 1PEI " 248 West 35th Street 11 th Floor New York, NY 10001 F 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com ... ...... : ;. MECHANICAL ENGINEER PANEL D� (DE) . q ep F EP EMEMNS ;< 110 William Street 32nd Floor New York, NY 10038 1 I 212.257.6190 Fax: 212.994, 091 www.EPENGINEERING.com __ . _ .r_ __. ._ .._ .. .......... STRUCTURAL ENGINEER IkKi Engineering Firm Address PANEL ' ' P { ) hone Fax: - DE E-mail: : I> v� . . ... . PROJECT •.�. . �.. �„ ��.. �,�. .. . ......... ,.. .�...................._.....x�f„rte ti x4, a.,itt , .. ........ ...... i. .. , .,. .. .. .. , R Dv. .v . .. .. ...... . ...... ; .... ..... SOUTHOLD ASC .. : ' 700 BOISSEAU AVENUE ................... ................................. ............. SOUTHOLD, NY DRAWING TITLE ELECTRICAL DEMOLITION PLAN - GROUND FLOOR DATE 514117 PROJECT NUMBER 2017.025 DRAWN BY 4 JV 0 Ap SCALE AS NOTED DRAWING NUMBER L EC TRI CA L DEMOL I TION PL A N - OR 0 UND R 0 OR * z m 1 SCALE: 3/16”=1'-0" r `S'�9 0268 �p4k OF N 2�� E =201 ■ V g SEAL SHEETNO. 3 OF 17 s; f PLAN NOTES ". NORTH FORK s 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE _..._. w......_ .w_...d:.._._,.... ..._._...._.... ONLY, INDICATING CIRCUITING TO PANEL 'MP', UON. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING S C LC HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) 112 THHN CU + (1) #12 CU 700 BOISSEAU AVE, SOUTHOLD, NY GND. IN A 3/4"C. 4. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. DERATE ALL CONDUCTORS AS REQUIRED BY NEC. 7. FOR ALL CORD-AND-PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH EQUIPMENT MANUFACTURER. • 8. ALL RECEPTACLES WITHIN 6'-0" OF A SINK'S EDGE SHALL BE PROVIDED WITH GFCI PROTECTION. „„ 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS. AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER SPECIFICATIONS AS INDICATED ON PLANS. z 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. ♦..r:.m.::..:>:::;; ::.: ,; b: ..n:.:;<,r.. : ,,. ::: :. :: AUTOMATIC TRANSFER SWITCH 'ATS-EM' 11. PROVIDE GREEN GROUND WIRE 1N ALL BRANCH CIRCUITS SIZED PER NEC. ISSUE: DESCRIPTION DATE BY . CONTRACTOR SHALLOF ALL REQUIRED ELECTRICAL CLEARANCE (TYP.) 1 DEDICATED ELECTRICALOINATE OUTLETS WITH THETHEOAR HRECT.SEPARATE CIRCUITS & ISSUED TO DOH 05.03.17 CP :, a :'°.. :, ,. :v PANEL EMC 1 ISSUED FOR CONSTRUCTION 05.05.17 CP 3. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. EMQ-38 EMC-28 °' ISSUED FOR ADDENDUM 1 05.19.17 CP ' PANEL EMQ ... ... .,:. .....:. ..,., ,.,.,..:.. I CONTRACTOR LL ALL EMPTY ..... ......... ....... ........ .. ::::. .s:r :::::: .... ':F' CONDUIT SLEEVES ULLBOXES KBA PROVIDE ETC. FOR OR CONTROLSC PLUMBING UPDATES 06.13.17 CP , h EM -3 J REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR EXACT REVISED PER DOH COMMENTS 07.11.17 CP AHU ; EP-5 EP-5 EMQ-3 EP-5 REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. m - CP . _ ...................._,..... C-2 AHU � CUH ISSUED FOR DOB APPROVAL 03 23 18 TO ACCU-C-2 2 EMQ-3 C-3 C-1 12.14 FOR NURSE CALL EQUIPMENT RACKWH as : 23 EMQ-49,51,53 ,3 C-1 1 SEP :' AHU 2 KEY NOTES C-1 1.3 PANEL 'EMI: WH Ilk- 2 EM L-1 6: . EP- C-2 �1 PROVIDE DISCONNECT SWITCH AS INDICATED FOR VACUUM PUMP IN THIS SERVICE END BOX ROOM. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL W, TO ACCU-C-1 7: PROVIDE CONDUCTORS AND CONDUIT FOR FINAL CONNECTION TO EQUIPMENT. y 600A TRANS-S COORDINATE WITH EQUIPMENT VENDOR PRIOR TO COMMENCEMENT. 600AS/600AF DISC. SW. O PROVIDE A 12” x 40, PREDRILLED COPPER GROUND BAR GROUNDED TO ; &41 ' ; f BUILDING STEEL REFER TO DETAIL ON E-700 FOR ADDITIONAL INFORMATION. ' 30AS/30AF DISCONNECT SWITCH � PANEL 'DP' TP �' ,� . REFER TO RISER DIAGRAM ON E-500 FOR ELECTRICAL CONNECTION . ._ INFORMATION FOR SPRINKLER BOOSTER PUMP, PANEL 'MP' C-1 600AS/500AF FOR SPRINKLER � EP-5 BOOSTER PUMP .,.;Q PANEL PP ::. 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"T ...................... ............ . .......... ................... . . .... . ........... ............ is 6 EMQ-3 ........... 4 DO NOT SCALE PLANS ........... .............. .............. ............ ............. ARCHITECT: 0'F' RECORD Terjesen Associates, Architects ................ ............. ..... .. ..........................- ........... . ....... .. 248 West 35th Street 11th Floor New York, NY 10001 is .......... . ........ ........ ... ....................................... .................................... ...... . ...... ....... ............. ....... .............. 212.239.1526 Fax: 212,736,7899 E-mail: info@terjesenarchitects.com LEC TRI CAI POWER PLAN - GROUND FLOOR SCALE: 3/16"=1'—Ow EP EIGIMrS 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEER]NG.com ............................... STRUCTURAL ENGINEER PLAN NOTES KEY NOTES EMERGENCY POWER RECEPTACLE NOTE Engineering Firm 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND (D PROVIDE POWER AND TELECOMMUNICATIONS CONDUIT WITHIN CEILING OF 1. ALL RECEPTACLES CONNECTED TO EMERGENCY POWER SHALL BE RED ONLY, INDICATING CIRCUITING TO PANEL 'EP', UON. CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED IN COLOR AND SHALL BE PROVIDED WITH A RED COVER AND CIRCUIT Address FLOOR BELOW TO FLOOR BOX AS INDICATED. TELECOMMUNICATIONS CONDUIT BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER NUMBER LABEL. Phone Fax: SHALL BE MINIMUM I*. COORDINATE WITH ARCHITECT PRIOR TO 2. REFER 'TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND SPECIFICATIONS AS INDICATED ON PLANS. COMMENCEMENT. 2. NORMAL AND EMERGENCY POWER WIRING SHALL BE RUN E-mail: MOUNTING HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PERO INDEPENDENTLY IN SEPARATE CONDUITS AND JUNCTION BOXES. PROJECT PROVIDE POWER CONDUIT WITHIN CEILING OF FLOOR BELOW TO FLOOR SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. MOUNTED JUNCTION BOX AS INDICATED. COORDINATE WITH ARCHITECT PRIOR 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 TO COMMENCEMENT. 11. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. CU GNE). INA 3/40C. SOUTHOLD ASC PROVIDE A FLOOR MOUNTED JUNCTION BOX FOR OPERATING TABLE IN THIS PA TIENT BEL) RECEPTACLE NOTE 4. 3/4- SHALL BE THE MINIMUM SIZE CONDUIT. 12. CONTRACTOR SHALL COORDINATE THE COLOR OF ALL SEPARATE CIRCUITS AREA. CONTRACTOR SHALL OBTAIN EXACT ELECTRICAL REQUIREMENTS FROM 700 BOISSEAU AVENUE & DEDICATED ELECTRICAL OUTLETS WITH THE ARCHITECT. MANUFACTURER. INSTALL PER TABLE MANUFACTURER'S SPECIFICATIONS. SOUTHOLD, NY ALL RECEPTACLES PROVIDED IN AREAS CONTAINING PATIENT BEDS (I.E. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 13. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. EXAM ROOMS, OPERATING ROOMS, ENDOSCOPY ROOMS, PRE-OP BAYS, OMEDICAL GAS OXYGEN PROVIDE A JUNCTION BOX AS REQUIRED FOR ME POST OP BAYS, ETC.) SHALL BE LISTED 'HOSPITAL GRADE' AND SO 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE 14. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EMPTY MANIFOLD IN THIS AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. IDENTIFIED PER NEC ARTICLE 517. DRAWING TITLE CONDUITS, CONDUIT SLEEVES, PULLBOXIES, BACK BOXES, ETC. FOR NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. CONTROLS REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR ELECTRICAL DERATE ALL CONDUCTORS AS REQUIRED BY NEC. O EXACT REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. RECEPTACLE MOUNTED WITHIN MILLWORK. ROUTE CONDUIT WITHIN MILLWORK AS REQUIRED. COORDINATE WITH ARCHITECT AND MILLWORK VENDOR PRIOR POWER PLAN 7. FOR AIJL CORD-AND-PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH TO COMMENCEMENT. EQUIPMENT MANUFACTURER. O PROVIDE A JUNCT10N BOX AS REQUIRED FOR DRINKING FOUNTAIN IN THIS - GROUND FLOOR 8. ALL RECEPTACLES WITHIN 6'-0w OF A SINK'S EDGE SHALL BE PROVIDED AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4 WITH GFCI PROTECTION, O SINK PROVIDED WITH AN INFRARED SENSOR. PROVIDE A 110 VOLT DATE CONNECTION TO LOCAL CONVENIENCE CIRCUIT. CONTRACTOR SHALL OBTAIN 717/17 REQUIREMENTS FROM MANUFACTURER PRIOR TO COMMENCEMENT. PROJECT NUMBER O 0 PROVIDE A JUNCTION BOX AS REQUIRED FOR MEDICAL GAS ALARM PANEL IN 2017.025 THIS AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. DRAWN BY HOMERUNS TO 'ATS-EM' AND SPRINKLER BOOSTER TRANSFER SWITCH. JV REFER TO RISER. 0 AA SCALE O10 208/120V 175kW/219kVA GENERATOR IN SOUND ATTENUATED OUTDOOR AS NOTED ENCLOSURE. REFER TO SPECIFICATION. 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F. } 25,27 DO NOT SCALE PLANS , EBH EMQ-3 # _ 1_2 ARCHITECT OF RECORD �: .:i,` i EMO-20 # Terjesen Associates, Architects x; :.. .. ..., ,. M 2 °°° 8 West 35th Street 11th Floor New York, NY 10001 e GXF CUH � 212.239.1526 Fax: 212,736.7899 1-1 1-1 E-mail: info@terjesenarchitects.com o ter'e F";:«'<s»s:':'::':::txx:w::........xr.<ar... ..:.,..,f.... ...,a,,:;. ':(,�F.'a:. .... .... .... .... ..a•gnR_•• t b�,......» ,• MECHANICAL ENGINEER cr- 81 x 0 RS 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ..,.... .................................... . .... .............._. .......... ........ ... . .... .. .. ... . . ....... ...... . ....... E< STRUCTURAL ENGINEER Engineering Firm Address `= Phone Fax: E-mail: L ECTRI CA L MECHA MICA L PO WfR PL A N - 6R0 UND R 0O PROJECT ijSCALE: 3/16"=1'-0~ SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY PLAN NOTES ° DRAWING TITLE ' 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND ELECTRICAL ONLY, INDICATING CIRCUITING TO PANEL 'MP'. UON. CONNECTED BRANCHTCIRCUITS FROM AND PDEVICE(S)LETE NTo FINAL OVERCUR ENT DEVICECTIONS REQUIRED FOR E MECHANICAL POWER PLAN 2. REFER TO MOUNTING HEIGHTS OF ALL RECEPTACL DRAWINGS FOR LES, EQUIPMENT PMENT AND WIRING T LOCA71ON AND SPECIFICATIONS AS INDICATED ON PIANS. — GROUND FLOOR DEVICES. 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 CU GND. IN A 3/4"C. 11. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. DATE 5116117 4. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 12. CONTRACTOR SHALL COORDINATE THE COLOR OF ALL -SEPARATE CIRCUITS PROJECT NUMBER & DEDICATED ELECTRICAL OUTLETS WITH THE ARCHITECT. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR 2017.025 WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 13. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. DRAWN BY 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE 14. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EMPTY — JV NEUTRAL. WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMUTED. CONDUITS, CONDUIT SLEEVES, PULLBOXES, BACK BOXES. ETC. FOR DERAl'E ALL CONDUCTORS AS REQUIRED BY NEC. CONTROLS REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR ��0 A. Oyi SCALE EXACT REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. AS NOTED 7. FOR ALL CORD—AND—PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH m EQUIPMENT MANUFACTURER. Cr v �An * DRAWING NUMBER 8. ALL RECEPTACLES WITHIN 6'-0" OF A SINK'S EDGE SHALL BE PROVIDED WITH GFCI PROTECTION. `r',* X26 E =30100 OF N Ic SEAL SHEET N0: 6 OF 17 ... .. ..;fx.. ....v..... ::.::. ... ...: ...... ......... ...,..... r,>.,' .. .,. .::\V':i:,::. ;5`•.M�P...."."�.'.:9?:?f�..'.". M§ 'MM, Am W. PLAN NOTES , ' IORTH FORK ,, PN 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE ............. ONLY, INDICATING CIRCUITING TO PANEL 'EP', UON. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. S C LC 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, PLACEMENT 700 BOISSEAU AVE, SOUTHOLD, NY AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES. 4. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 CU 7 GND IN A 3/4-C. 5. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. DERATE ........ ALL CONDUCTORS AS REQUIRED 13Y NEC. 7. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS. AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER SPECIFICATIONS AS INDICATED ON PLANS. 8. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERA'n NGS. 9. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. z 10. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. LIGHT FIXTURES SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ISSUE: .W1 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE LIGHTING DESCRIPTION DATE BY FIXTURES AND COMPONENTS ARE COMPATIBLE WITH THE LIGHTING CONTROLS. ISSUED TO DOH 05,03.17 CP wx- C P 13. COORDINATE ALL SWITCHING REQUIREMENTS AND SWITCH LOCATIONS WITH ISSUED FOR CONSTRUCTION 05.05.17 ARCHITECT AND LIGHTING DESIGNER PRIOR TO INSTALLATION. ISSUED FOR ADDENDUM 1 05.19.17 CP INC, . .. ..... 7 14. FIXTURES WITH 'EM' DESIGNATION SHALL BE PROVIDED WITH A 90 MINUTE w, & ,T1111. PLUMBING UPDATES 06.13.17 C .................................... ;3 BATTERY BACKUP BALLAST. REFER TO 'EMERGENCY LIGHTING BALLAST EML-2 INSTALLATION' DETAIL. REVISED PER DOH COMMENTS 07.11.17 CP 4 EML-2I ISSUED FOR DOB APPROVAL 03.23.18 CP E 15. FIXTURES WITH 'NL! DESIGNATION SHALL BE WIRED AHEAD OF CONTROL EMC-2 5 EML-2 X 1 2 DEVICE(S) FOR NIGHT OPERATION. EM' L4 2 EMC-2 NO r E L4 2 X EM y 2 X M 2.......... Fe KEY NOTES EM L4 4 SWITCH CONTROLLING LIGHTING THAT IS POWERED BY EMERGENCY CIRCUIT 01 SHALL BE INSTALLED IN A SEPARATE BACKBOX FROM SWITCH CONTROLLING NORMAL LIGHTING. LIGHTING CIRCUITS INDICATED ON E-600. SUBMIT CUTSHEET TO ENGINEER 2 PROVIDE A TORK ELC74 TIMECLOCK OR APPROVED EQUAL FOR CONTROL OF ARCHITECT PRIOR TO COMMENCEMENT. REFER TO 'LIGHTING CONTROL EML-2 . ...... FOR APPROVAL PRIOR TO COMMENCEMENT. COORDINATE LOCATION WITH EML-2 DIAGRAM' ON E-600 FOR FURTHER DETAIL 4 4 3 p ( 3 PROVIDE A LUTRON MRF2-6ANS—XX TYPE TOGGLE SWITCH WITH WIRELESS D3 -y 2 CAPABILITY FOR LIGHTING INDICATED. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PAIR L4 EM _Ix 2 2 X 2 EM X y y EM WITH LOCAL VACANCY SENSOR(S). : , 2o PROVIDE A LUTRON LRF2—VCR26—P—XX TYPE CEILING MOUNTED VACANCY SENSOR FOR CONTROL OF LIGHTING INDICATED. VACANCY SENSOR(S) SHALL :L h 3 2 BE PAIRED WITH LOCAL LUTRON MAESTRO WIRELESS SWITCH(ES) TO COMPLY DO NOT SCALE PLANS EM ............................ WITH NYC 2010 LOCAL LAW 48. CONTRACTOR SHALL INCLUDE SITE COORDINATION WITH LUTRON TO ENSURE OPTIMAL PLACEMENT OF SENSOR ARCHITECT OF RECORD WITHIN ROOM. OBTAIN FINAL APPROVED LOCATION FROM ARCHITECT. COORDINATE COLOR WITH ARCHITECT PRIOR TO COMMENCEMENT. Terjesen Associates, Architects r O EML-2 PROVIDE A LUTRON MAESTRO MA—AS—XX WIRELESS COMPANION SWITCH FOR 248 West 35th Street 11th Floor Now York, NY 10001 CONTROL OF CELLAR LIGHTING ZONE INDICATED. PAIR WITH LOCAL VACANCY SENSOR(S). 212.239,1526 Fax: 212.736.7899 2 E-mail: info@terjesenarchitects.com L4 vk� 2 2 X EM y 2 X EM EM L4 MECHANICAL ENGINEER E P E C2M.. M-M 74: .1w LIS' . ....... . 110 William Street 32nd Floor New York, NY 10038 MCI 212.257.6190 Fax: 212.994.8091 www.EPENGINEER]NG.com .................... ................................................................. .............................................................................................................. R STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY LECTRICAL L16HTIN6PLAN - CELLAR SCALE: 3/16'*=1'—ON ETs DRAWING TITLE ELECTRICAL LIGHTING PLAN CELLAR DATE 7/7/17 PROJECT NUMBER 2017.025 DRAWN BY ........ iv iwD Cy SCALE AS NOTED 00 O�A 0 DRAWING NUMBER M a MIA400000 OF No L rE ML EMC-2 L4 MC L4 r2 L4 4 SEAL SHEETNO: 7 OF 17 M. mt .. ....... ............ ......... >E:...: . w:: : . <s.,.... :..:::�,,EW-, .. J. 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EMC-30 EMC—M30 EMC-30 EMC-30 EMC-30 EMC-30 : EMC '30 'EMC 30 -EMC-2 .... EMC-030 ......._ ........ a.. ................. ... __� I/ .. . : , ._ .. .. C i ..... 9 _ EP-18 I EM t EM t EP 18 . EP-18 EP-18 ..... _`' s _. 0 b c dU eU. f h i Ar I 11 EM I. t:. EP-20 EMC-4 EMC-4 �� 2 �' ,. 0 " ................ .::: EP=16 ....... .. "`I�o .` i \. .... 1.< , i .. .. ..... ........... .. .... ...... ......... ... . .................. ... ......... ....................... .. .. .... .... ... ..... .. . ... ............. .......... ........ .............- .. ...... .... ..... v.. .... ...... . , ..... - _ : ,....,,...,.. _ : EMC 2 .. .. .. ......... , .... i E : i i ..1 ......... .........._......_... ........ ..... ...................... ......... ... _ _ _ - - - - EI+A ISSUE: �. bill F EMC-6 r -- ' EMC 30 'EMC min30 EMC 30 : EMC-30 EMC 30 EMC 30 EMC-30 EMC 30 EMC 30 EP-6 + +I .; I :iiu EP-16. :;: u EP-16 1 ,..... ... ......... 11 b"Imn .. : �� ':r:::.. I DESCRIPTION DATE BY ..... .. ......... 1 4 1 1 r :.. .... ..: :.:. r ;i: I L�l . % L 0 b c d e f h i . ...... EMG .:.'` r ` EP-18 EP-18 M_z mi..f 0 EP-1 ....... _ , .. EMC-4 EMC— , ... . :. ... _.: CTION 05.05.17 CP : . ... EP 1$"` 4 ...... ....... S ED TO DO 05 03 17 CP . ... ... .......... ._ 7 ML...4Il.`11 SSSUDDOOR OD ERU . _ — .... EP-8 _ _ _ ML-2 — — EML— — — ML-2 .101111111111111M � � EML 2 EP 6 EP 6 E EP 6 EP 6 EP 6 EP 6 E E� 2 F ADDENDUM 051917 CP i. N11 0 EP-16 - _' _.. , ._..... 111 PLUMBING UPDATES 1 06.13.17 CP e o EML 4 1 `{ �-a►-a EML 4 i r EM .... z. ., REVISED PER DOH CO MEN 07 m M TS .11.17 CP u EM EM mm I — k EM ... _.... ..j k EM j ........j N EMI. j .. ... . j 7 N EM 1 r EP 16 . EP 6 —1 8 ISSUED FOR DOB APPROVAL 03.23.18 CP . . ....... .. . . . ,i:** . ..... , abod�f Al k t t �.111EML-4 EMC 4 EM .. . ..... ... ....... . .. 7 I. EP . C 4 ,, : .. . . . .... . . ... .. ............................-... .. ».m. 8 •p — — — 9 M-W — — — f . . i 2 , 1 ............ .....n..... w: 3 P6 EP6 ML-2 E EP 6 — L5 'pL5 7 : : EP 4 EP 4 EML 2 �t E � E _ EP 6 a ,,1 J EMC-4 _ ..... L2 •O •O •® P r� .. EP-16 , 20 11 .� - _ _ 11 I I.: 1 L5 J L5 J L5 Q t... EP-6 1 6 r EP-6 `. K EP-20 �,•' CEP— EPp 6 E] r EM EMC 2�..... . : � q q . n EM — L5 L5Iff ? - :% i. I. . � _ EMC 2 AD j EM v EM v - — i � a._ .,,.�..r EP 6 MC r ... EP 16'� EP 4 6 8 E 2, _ i :.�._ _, C 2 : 1. 7. T EP EM —20'. , 1 EP-2Q EP-20' :.:. \ , EM 1 EMC-4 EMC-4 -....: r/10 _ EM EP 16 . EMJ : _ : EMC 2 r .. 2 .. . ...... .. i + ' r EP 4 � . % : . : El 1 ;. r , 7 _'i ;' : . I . E P #- EMC 1 � R ,' EMC-8 #... w.,., ro.... .. .. + . . ..... q® P 4 EP 16 w w„ ._ : — q — — M — _ EML-2 of + + r a: EP 8 EP 8 E L 2 EP 8 7 1 EP 18 EM +.•w-a EML-4 4 �� EP-16 EP18, i EMC-2 .. k 2 1 F:r EP 20 1 , ::::: J ,,,, EMC-4 EMC-4 m m n EM m f �H . _ .. I J N EM 1 �� 0EMC 2 L1 , EM 1 1 �... .,.w.. .. . „m.,.......... .. .... 1. _ _ _ EM EM r �` v v 1 i EM : L5 :,,., L5 0 � :.: i �.: EP 4 zr :: r � � EP 18 1 EP0 4 EPp 4 O O p p L5 NL 1 r EML .4 a:: I. :: 1 . .-.... 1 r' r :< , . i r r r 1 1 1.,:: .i, ... .... , i _ EML 2 EPh. -1 r i r 7 fi + .. C— — — 1 — EP-20 EP=20 r EM 2 EMC 2 r EMG 2 EMC 2 + 1 �_ , EP— Q' : : 1 i + EP-4 — . y. t - , , .............. EML-2 r EP 4 :: ., • , .... EM r EMC-2 i O O EM EM EP-16 EML-2 .,,__ ._ + , r N ` W—WMEP 20 E �� .,, EM EM EM V_jEM EP-6 , 6 — p ` 1 ; EML 2 : + P -w-q M EML-4 L1 P p L5 L5 `—' �?jEM . EEM �� „'r"r+ o EML-2 EP— E — _ v EMC-4 v EMC-4 y �u EM 20 N M M .. . _ — 3 K N�LL p0L 00L5 oOLS EP-10 2 EP E 7 E : : — :. zx .. ,��, . ........_ ,—— .. . . .. ... 9 _ ... .... .... . -. z� , 3 4 EP 16 8 EML J ...... 11C .. r: ,::::... nr:::...... <... n... _ .. �.. , �. .. .. :: . >:. ...... . .. _ >... �. i. „ . .... °� EML 4 �vl ....... ::.:: I. . , �11 . �3 �+YP -iA- : � EMc-2 s o : ONO SCALE PLANS . EP-10 EP-1 D ... I. EP-10 EP-10 .. ' ARCHITECT OF RECORD.r_ n,.. ,. �, �...... ... ..... ..� . : Ifi 5 :. Terjesen Associates, Architects :. ...>:.::. . ,:,, . ., .. ^ ,. ,.. �.: , ,. ::::.: ,: : ... ... . ........ . Street w : 248 West 35th Str t 11th Floor New York, NY 10001 . : -..t: . 3 .... ..... ..... 9.1526 Fax: 212.736.7899 . .:. . .. ii . —: — E-mail: info@terjesenarchitects.com . a; W �Y . ,,.<: .... v V:n�A .,rs :::::s:<.:.s :.: ,,: MECHANICAL ENGINEER £; EP � �. qm� . . .. .... �� , _ 110 William Street 32nd Floor New York, NY 10038 212.257,6190 Fax: 212.994.8091 www.EPENGINEERING.com ............................... ..................�...w...... »... ..�....... ...... E STRUCTURAL ENGINEER Engineering Firm Address K, Phone Fax: I. t E-mail; < . .. ::::. :_:. ��11 <'v�.,. ,.%.nn ::h":..:..><rF;.r :,.: :.: �:. .. .:..: i. rLEC TRI CA L L I G'H TING' PL A N - 6RO UND R O OR f PROJECT I: " " .. % .. 1 scALE: 3/1 s =1 -a111 i. SOUTHOLD ASC `Y 700 BOISSEAU AVENUE 1 : SOUTHOLD, NY PLAN N10TES KEY COTES r ,-. "-:: ::::,: _,. FW : . w,,,, ,, , , . ;: DRAWING TITLE 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. O PROVIDE A LUTRON MAESTRO M5—VPS5MH VACANCY SENSOR SWITCH, OR O PROVIDE MOMENTARY CONTACT SWITCH AS REQUIRED FOR OVERRIDE "ON" ELECTRICAL :, ONLY. INDICATING CIRCUITING TO PANEL 'EP', UON. APPROVED EQUAL, FOR CONTROL OF LIGHTING INDICATED. COORDINATE WITH OPERATION ONLY OF TIMECLOCK FOR ZONE INDICATED. REFER TO LIGHTING LIGHTING PLAN :` 9. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. ARCHITECT PRIOR TO COMMENCEMENT. CONTROL DIAGRAM ON E-600 FOR FURTHER DATA. 2 MOUNTING HEIGHTS OREFER TO F ALL RECEPTACL DRAWINGS FOR LEs, Eoti PMENT AND WIRING 10. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. 0 PROVIDE A LUTRON MAESTRO MS—OPS5MH OCCUPANCY SENSOR SWITCH. 9 PROVIDE ADOOR—JAMB SWITCH FOR CONTROL OF LIGHTING INDICATED. — GROUND F L O O R . ,, DEVICES. OR APPROVED EQUAL, FOR CONTROL OF LIGHTING INDICATED. COORDINATE COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. WITH ARCHITECT PRIOR TO COMMENCEMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, PLACEMENT LIGHT FIXTURES SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR, � '" DATE AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES. INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 0 V, LIGHT FIXTURE SHALL BE EXPLOSION PROOF. COORDINATE WITH ARCHITECT 4. ALL BRA14CH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE LIGHTING PRIOR TO COMMENCEMENT. I 717117 " FIXTURES AND COMPONENTS ARE COMPATIBLE WTrH THE LIGHTING " " PROJECT NUMBER CU GND INA 3/4 C. 0 PROVIDE CEILING MOUNTED JUN'TION BOX FOR LIGHTING BOOM IN THIS CONTROLS. AREA. CONTRACTOR SHALL OBTAIN EXACT ELECTRICAL REQUIREMENTS FROM 2017.025 5. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 13. COORDINATE ALL SWITCHING REQUIREMENTS AND SWITCH LOCATIONS WITH MANUFACTURER. INSTALL PER MANUFACTURER SPECIFICATIONS, COORDINATE .. DRAWN BY ARCHITECT AND LIGHTING DESIGNER PRIOR TO INSTALLATION. WITH ARCHITECT PRIOR TO COMMENCEMENT. "` JV 6. ALL BRAIUCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE O PROVIDE A PHOTOCELL FOR CONTROL OF LIGHTING CIRCUIT EP-10. �, NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. 14. FIXTURES WITH 'EM' DESIGNATION SHALL BE PROVIDED WITH A 90 ED AR SCALE DERATE ALL CONDUCTORS AS REQUIRED BY NEC. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. INSTALL PER C ; MINUTE BATTERY BACKUP BALLAST. REFER TO 'EMERGENCY LIGHTING MANUFACTURER'S SPECIFICATIONS. `` -�> ti� : 7. PROVIDE RACEWAY. WIRE AND CABLE. ASSOCIATED FITTINGS AND BALLAST INSTALLATION' DETAIL. 0 i� �ttC� AS NOTED CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED 6 PROVIDE A LUTRON MAESTRO MN—AS—XX WIRELESS COMPANION SWITCH rY � �� 1p CDA"+ DRAWING NUMBER BRANCH CIRCUITS FROM DEVICES) TO FINAL OVERCURRENT DEVICE PER 15. FIXTURES WITH 'NL' DESIGNATION SHALL BE WIRED AHEAD OF CONTROL O FOR CONTROL OF CELLAR LIGHTING ZONE INDICATED. PAIR WITH LOCAL * 0 m SPECIFICATIONS AS INDICATED ON PLANS, DEVICE{S) FOR NIGHT OPERATION. VACANCY SENSORS}. '� �� pzs� �,� i © E=401 8 .. . MAINTAIN MAXIMUM BRANC CIRC ITC DU 7 SWITCH CONTROWNG LIGHTING T S POWE E 9 '� ■ H U CONDUCTOR LENGTHS AS PER O THA I R D BY EMERGENCY CIRCUIT : �OrN SHALL BE INSTALLED IN A SEPARATE BACKBOX FROM SWITCH CONTROLLING NORMAL LIGHTING. "`_' SEAL SHEET N0: 8 OF 17 m . . . ", . ., s . . % ,.- ,> . . .�t : . ». ... . w - .. � ce . .x ... ° ;; ': "' ;' "i:. ...e....,.:: .. ., ;s� :: '•« ' , te:. ' 1�, ° t. ' .. u . . , ` �" " , � .. ...... ..... .... .. .. .. FEEDER SCHEDULE PHASE (NN) NO. OF :.. JORTH FORK DESIGNATION PHASE NEUTRAL OVERSIZE (G) GROUND 4 SETS CONDUCTORS .......... .......... ......... NEUTRAL 15 1 (3) J12 1 12 20 1 (3) 112 (1) #12 1 12 30 1 (3) 110 (1) flo 1) 10 SC7 LLC 50 1 3 8 11 10 N N N N 18 700 BOISSEAU AVE, SOUTHOLD, NY 60 1 6 1 6 PANEL PANEL PANEL 1 10 PCI 'D' 'B' 85 1 4 1 4 (1) 8 (3) 3 (DE) (DE) (DE) 100 1 (1 3 (1) 8 KEY NOTES 115 1 (3) 2 (1 2 (1) 6 130 1 (3) #1 (1) #1 (1) 6 PROVIDE ELECTRICAL TAP AS REQUIRED PER NEC. 150 1 (3) 1/0 (1) 1/0 1 (1) 6 175 1 (3) 2/0 1) (1) #6 O PROVIDE A 208Y/12OV, 600A TRANS 'S'. PROVIDE METER PER UTILITY 200 1 (3) 310 (1) 1 REQUIREMENTS. COORDINATE WITH UTILITY PRIOR TO COMMENCEMENT. 230 1 (3) 4/0 O 255 1 (3 250 PROVIDE METER AND PAN AS REQUIRED. COORDINATE WITH UTILITY PRIOR TO 1 250 1 4 0-1 N N N N N N N N N N N N 285 1 (3 300 1 300 COMMENCEMENT. 1 4 310 1 (3 350 1 350 1 3 O PROVIDE A 208Y/12OV, 600A DISCONNECT SWITCH WITH (3) 600A FUSES. 335 1 (3 400 1 400 1 3 N N N imI N N N N N N N N N GROUND FLOOR 380 1 (3, 500 1 500 1 3 NEUTRAL SHALL BE BONDED TO GROUND WITHIN GENERATOR. CELLAR T 420 1 3 600 1 600 1 3 O 460 2 4 0 1 4/0 1 2 PROVIDE A 208Y/120V, 600A DISCONNECT SWITCH WITH (3) 500A FUSES, 50 250 1 250 0 2 (3) X1 2 CAPABLE OF BEING LOCKED IN THE CLOSED POSITION. PROVIDE INDICATION 600 2 (3) 350 (1) #350 (1 #1 THAT SWITCH IS DESIGNATED FOR SPRINKLER BOOSTER PUMP. v (3) 500 (1) 500 700 2 (1) 1/0 ELECTRICAL TROUGH (DE) O PROVIDE A 208Y/12OV, 800A, MLO PANELBOARD 'DP' BASED ON EATON 840 2 (3) 600 (1 600 (1) 1/0 z POW—R—LINE 4 OR APPROVED EQUAL REFER TO PANEL SCHEDULE FOR 1000 3 (3) 400 1 400 (1) 2/0 FURTHER DETAIL. 1260 .3 (3) 600 (1 600 (1) 3/0 `0 (1) --------- --------- DISCONNECT SWITCH (DE) 1680 4 1 (3) 1600 1 1600 'MP'. REFER TO PANEL NOTES: ISSUE: O PROVIDE A 208Y/120V, 225A, MLO PANELBOARD A SCHEDULE FOR FURTHER DETAIL. 1. CONDUIT SIZE PER NEC. DESCRIPTION DATE BY O PROVIDE A 208Y/12OV, 225A, MLO PANELBOARD 'EP'. REFER TO PANEL 2. EACH SET OF PHASE CONDUCTORS SHALL HAVE AN ISSUED TO DOH 05.03.17 CP SWITCHBOARD SCHEDULE FOR FURTHER DETAIL. INDIVIIDUAL CONDUIT. (DE) ISSUED FOR CONSTRUCTION 05.05.17 CP , if N . 14 if UM IS PROVIDE A 208Y/12OV, 225A, MLO PANELBOARD 'PP'. REFER TO PANEL 3. CONDUCTORS SHALL BE 75 DEGREE THHN COPPER UON. ISSUED FOR ADDENDUM 1 05.19.17 CP SCHEDULE FOR FURTHER DETAIL. PANEL 4. CHART SHALL BE USED AS REFERENCE. CONTRACTOR PLUMBING UPDATES 06.13.17 CP SERVICE END BOX/CT CABINET - - - - - - - - - - - - - - - PROVIDE A 400A, 4—POLE AUTOMATIC TRANSFER SWITCH 'ATS—EM'. SHALL REFER TO NEC TABLE 250.122 FOR FURTHER WITH METER (DE' L 3&_ C- REVISED PER DOH COMMENTS 07.11.17 CP (DE) CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING AS REQUIRED. CLARIFICATION. — W If I COORDINATE WITH GENERATOR MANUFACTURER PRIOR TO COMMENCEMENT. ISSUED FOR DOB APPROVAL 03.23.18 CP UTILIT'i' S"RVI 5. CHART SHALL BE USED FOR EQUIPMENT GROUND. 12 PROVIDE ELECTRICAL TROUGH AS REQUIRED PER NEC. CONTRACTOR SHALL REFER TO NEC TABLE 250.66 FOR SERVICE GROUND. 13 PROVIDE A 208Y/12OV, 400A, 400A MCB PANELBOARD 'EMQ'. REFER TO PANEL SCHEDULE FOR FURTHER DETAIL. - - - - - - - - - - - - - 14 - - - - - - - - - - 44:�ly PROVIDE A 208Y/12OV, 225A, 100A MCB PANELBOARD 'EMC. REFER TO PANEL SCHEDULE FOR FURTHER DETAIL. 15 PROVIDE A 208Y/12OV, 125A, 60A MCB PANELBOARD 'EML!. REFER TO P CELLAR PANEL SCHEDULE FOR FURTHER DETAIL. 16 PROVIDE TRENCHING, FROM FOUNDATION WALL TO GENERATOR AS REQUIRED. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. R f C TRICA L DfMOL TION RISER DIA GRA M PROVIDE A #2 CU GROUNDING CONDUCTOR TO BUILDING GROUND ELECTRODE. SCALE: NTS 18 F1_1 O PROVIDE A #6 CU GROUNDING CONDUCTOR TO BUILDING GROUND ELECTRODE. 19 CONTRACTOR SHALL PROVIDE LOAD LETTER TO LOCAL UTILITY COMPANY AND COORDINATE ANY REQUIRED SERVICCE UPGRADES WITH SAME. 20 PROVIDE SEPARATELY DERIVED GROUND ROD. DO NOT SCALE PLANS OF RECORD 4fk�_ ROOF OUTSIDE OFFICE 08 Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 LX-7;:P.ICP VVALL (E) ........... 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com 175kW, 219kVA DIESEL ESSENTIAL ELECTRICAL SYSTEM NOTE GENEPjkTOR WITHIN OUTDOOR ENCLOSURE, PANEL MECHANICAL ENGINEER EP TOTAL GENERAC SD175 TOTAL DEMAND LOA) ON TYPE I EES IS LESS THAN 150kVA. ONE TRANSFER lap WP (N) SWITCH IS PERMITTED TO SERVE MULTIPLE BRANCHES PER 2008 NEC EP fr.'."!J.'flEMC6 130M 125A CB 517.30(B)(4). 110 William Street 32nd Floor New York, NY 10038 42MG 400A CB 212.257,6190 Fax: 212,994.8091 www.EPENGINEERING.com GEN STRUCTURAL ENGINEER Engineering Firm 5 GROUND FLOOR MECH 001 ATS ROOM SPRINKLER PUMP ROOM Address 20 16 PROVIDE CONCRETE Phone Fax: ENCASEMENT 13M E-mail: u 420M PROJECT PROVIDE CONCRETE ENCASEMENT 13ONG 13ONG SOUTHOLD ASC t"U NF'A `.,,V,'\1_L �E)— ; If/ SOONG SOONG WONG 42ONG 42ONGG 700 BOISSEAU AVENUE X SOUTHOLD, NY 2 4 6 11 X DRAWING TITLE PANEL PANEL PANEL SERVICE END BOX WITH PANEL PANEL PANEL 'EMQ' (N) 'EMC' (N) 'EML' (N) ELECTRICAL IPPO k: COPPER DETAIL IFN) DP' 'MP, N E X (N) (N) (N) 13 14 15 0 0 0 RISER DIAGRAMS L O ............... DATE 17 N Si 20= 3 1OONG 142ONG 7/7/17 13ONG GOONG SONG 100A 15AF PROJECT NUMBER 12 25 2017.025 13ONG I DRAWN BY JV CELLAR CELLAR AR SCALE ✓ AS NOTED I J EP 3 0 0S'T'E P I P F (DA '.E!*�* 14),C)IIE ]RA1,11STEF�,' DRAWING NUMBER ——---------....... rn (FID,)"; fLfCTRICAL CONSTRUCTION RISER DIA 6RA M * g 21 SCALE: NTS 02P 6 (E 3 3 (13 3) 3 66F f4_f0_ X ME OAA S 100A 15AF F ...................................................-------------......................................................... -.................................. E=5OOmOO OF N j- F SEAL SHEETNO: c) OF 17 .. . ........ ........ ..... .. ....... ,.. W . . . IMN fl:::.: ......:... .' NORTH FOR ........... / / w... :..w. PANEL DIP N PANEL M P N VOLTS: 208YI120V MCB/MLO: X14LOCATION: VOLTS: 208Y/1 ( MCB/MLO: MW S C LLC LOCATION: PHASE: 3—PHASE MOUNTING: SURFACE PHASE: 3—PHASE MOUNTING: SURFACE MECH 001 700 BOISSEAU AVE, SOUTHOLD, NY BUS SIZE- 800A BASED ON EATON POW—R—UNE 4 BUS SIZE: 1 io ...:,Y,,.;..;x«mw;. C:Y`> ..:::•w:: ..sx>xw. rs»:::. v«xavw ;xarx :::^xx: .<etxwc;,,...,vasrrs::,:::ax:n::::::::r:avxae:«:,.:>..ew#a.a�am CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE CKr No. SIZE AMP POLE A B C AMP POLE SIZE No. No. SIZEDESCRIPTION AMP POLE A B C AMP POLE SIZE No. 1 AHU—C-3 do C-4 15 287 180 15 1 WH—C-1 2 AUTOMATIC TRANSFER SWITCH REFER 287 1 TO 400 3 SPACE 2 3 2 WH—C-2 4 ATS—EM RISER 180 \ 5 AHU-1-1 15 110 88994 Z ACCU-1-1 6 \� 7 2 110 8 REFER 8899 8 3 PANEL 'MP' TO 200 3 SPACE 4 9 AHU-1-2 15 276 8899 3 10 RISER 11 2 276 1650 20 UH—C-1 12 13 jEBH-1—1 15 1125 2 e 1650 14 i b REFER 1125 5 PANEL 'EP' TO 104 3 SPACE $ 15 2 1650 20 UH—C-2 16 RISER 17 SPACE 1650 2 18 II 19 EHB-1-2 15 1125 20 UH—C-3 20 ISSUE: 1650 REFERI DESCRIPTION DATE BY 7 PANEL 'PP' TO 60 3 SPACE 8 21 2 1125 2 22 RISER 1650 ISSUED TO DOH 05.03.17 CP Y. 23 CONDENSATE PUMPS 20 1 SPACE 24 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP 25 CUH-1-1 20 1500 26 PLUMBING UPDATES 06.13.17 CP i 28 9 SPARE 100 3 SPACE 10 27 2 1500 REVISED PER DOH COMMENTS 07.11.17 CP 29 SPACE 30 .— ISSUED FOR DOB APPROVAL 03.23.18 CP 1500 �' 31 CUH-1-2 20 32 1500 11 SPACE SPACE e12 33 2 34 35 SPACE 36 1176 � 37 TXF-1-1 20 1 38 13 SPACE SPACE 14 39 TXF-1-2 1176 40 18a 41 TRAP PRIMERS 42 Iil aaII;Eal 19,202 19,368 12,765 TOTAL CONNEC 0 LOAD: ;�yg TOTAL CONNECTED LOAD: 51.335 VA RECEPTACLE TO 10WA 0 100X: 0 VA NON—COINCIDENTAL MECHANICAL 0 1OOX RECEPTACLE TO 10WA 0 100%: 0-VA NON—COINCIDENTAL MECHANICAL O 10OX PLUS LARGEST MOTOR 0125%: 0-VA PLUS LARGEST MOTOR 0125%: 59.510 VA RECEPTACLE OVER IOWA O 50%: �(� RECEPTACLE OVER IOWA O 50%: 0 A TOTAL DEMAND LOAD: 211.679 VA TOTAL DEMAND LOAD: 59.510 VA LIGHTING O 125%: QY9 �� 588 A LIGHTING O 125%: 0-VA �� *WIRE SIZE #12 MINIMUM *WIRE SIZE f12 MINIMUM DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER 1 (TYP. OF 4) �� k EP G > 2 110 William Street 32nd Floor New York, NY 10038 r: 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ................... .... .... ................ w... TIME kN Jl y CKT 14 FROM PANEL EP (Z1) "' STRUCTURAL ENGINEER ZONE1 ME CLOCK �T CKT #6 FROM PANEL 'EP' (z2} Engineering Firm ZONE2 CKT #8 FROM PANEL 'EP' (Z3) ZONE3 CKT #10 FROM PANEL 'EP' (Z4) Address Phone Fax: ZONE4 E-mail: TO LIGHTING LOAD FOR CKT #4 (Z1) PROJECT EP-12 TO LIGHTING LOAD FOR CKT #6 (z2) �~ S 0 U T H 0 L D ASC TO LIGHTING LOAD FOR CKT #8 (Z3) TO LIGHTING LOAD FOR CKT X10 (Z4) 700 BOISSEAU AVENUE SOUTHOLD, NY r DRAWING TITLE 16HTIN6 CONTROL DIA 6RANI ELECTRICAL FsCALE: NTS PANEL SCHEDULES j h. (1 OF 3) 3.: Y KEY NOTES DATE 7119117 O PROVIDE MOMENTARY CONTACT SWITCH AS REQUIRED FOR OVERRIDE "ON" PROJECT NUMBER OPERATION ONLY OF TIMECLOCK FOR ZONE INDICATED. REFER E-401 FOR SWITCH LOCATIONS. 2017.025 O2 PROVIDE A TORK ELC74 TIMECLOCK OR APPROVED EQUAL FOR CONTROL OF DRAWN BY LIGHTING CIRCUITS INDICATED ON E-600. SUBMIT CUTSHEET TO ENGINEER ---- JV FOR APPROVAL PRIOR TO COMMENCEMENT. COORDINATE LOCATION WITH ARCHITECT PRIOR TO COMMENCEMENT. REFER TO 'LIGHTING CONTROL �� D ARO / SCALE DIAGRAM' ON E-600 FOR FURTHER DETAIL. pw`'� u� Fn AS NOTED w fi A � cx U n DRAWING NUMBER M AML 0268 yp4 E =6UAP& ■ 0 u OF N F; t, V SEAL SHEETNO: 10 OF 17 „♦ .;Y.. ,�":; .illi' ....:r... .....< .v: .,».w v vv. ........ ...,..... ....... ..n... ::'i'i::: .. ::� ......... ....:...n ixiu1; uu ....... ...... „ , ':::. '.:: ;: 'Zu�`k''.. ,« 'ice.,' .i:i`:n'°Zx:i" �:i.",vnv� ..`. .''.v`. lt .. ;' Mw ... Y max. .. TH FORK ! PANEL ' EP ' N PANEL ' PP ' _ . , . _ � . ,, _, . . _ _ _ . N VOLTS: 20UZ120V MCB/MLO: kW S C LLC LO CATI 0 N: VOLTS:. 208Y/12 MCB/MLO: JL4 LOCATION: � PHASE: 3—PHASE MOUNTING: SURFACE PHASE: 3—PHASE MOUNTING: SURFACE700 BOISSEAU AVE, SOUTHOLD, NY : BUS SIZE: 225A $ BUS SIZE: 225A MECH 001 .., .. . . : CKT DESCRIPTION *MARE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT No. SIZE AMP POLE A B C AMP POLE SIZE No. No. SIZE AMP POLE A B C AMP POLE SIZE No. 1 MECH ROOM REC. 20 1 540 704 20 1 CELLAR LIGHTING 2 1 SPARE 20 1 360 20 1 PRE—OP BAY #1 REC. 2 392 PRE—OP BAY #2 REC. 4 540 3 UTILITY ROOM REC. TIMECLOCK ZONE 1 LIGHTING 4 3 360 1080 823 PRE—OP BAY #3 REC. 6 5 CELLAR REC. IIMECLOCK ZONE 2 LIGHTING $ 5 360 7 WAITING ROOM REC. 546 256 TIMECLOCK ZONE 3 LIGHTING 8 7 CRASH CART AREA BED REC. 360 360 POST-OP BAY #1 REC. 8 9 RECEPTION REC. 720 1500 EXTERIOR LIGHTING 10 9 OR 27 REC. 900 360 POST-OP BAY #2 REC. 10 11 ADMINISTRATION PRINTER 800 200 TIMECLOCK 12 11 OR 28 REC. 900 <60 POST—OP BAY #3 REC. 12 13 PUBLIC TOULET 05 REC. 180 800 DRINKING FOUNTAIN 14 13 EXAM 06 REC. 540 360 POST—OP BAY #4 REC. 14 15 CONVENIENCE REC. 1260 576 OR/ENDO LIGHTING 16 15 ENDO 13 REC. 720 360 POST—OP BAY #5 REC. 1$ Z 1440 i 17 CONVENIENCE REC. 721 GENERAL UGHTING 18 17 ENDO 13 REC. 540 360 POST—OP BAY #6 REC. 19 OFFICE/CONFERENCE REC. 900 768 GENERAL LIGHTING 20 19 NURSE SUB-STATION REC. 180 SPACE 20 ISSUE: DESCRIPTION DATE BY 21 OFFICE/CONFERENCE REC. 1000 SPARE 22 21 CRASH CART SINK REC. 180 22 77 ISSUED TO DOH 05.03.17 CP 23 CONVENIENCE REC. 900 24 23 NURSE STATION REC. 180 24 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP 25 SCOPE PROCESSING REC. 800 26 25 NURSE STATION REC. 800 26 PLUMBING UPDATES 06.13.17 CP 27 SCOPE PROCESSING REC. 800 28 27 PATIENT TOILET 22 REC. 180 28 REVISED PER DOH COMMENTS 07.11.17 CP 1260 180 ISSUED FOR DOB APPROVAL 03.23.18 CP 29 CONVENIENCE REC. 30 29 PATIENT TOILET 39 REC. 30 1500 180 31 STAFF LOUNGE REC. 32 31 PATIENT CHANGING REC. 32 1500 33 STAFF LOUNGE REC. SPACE 34 33 SPARE34 y. h 35 STAFF LOUNGE REFRIGERATOR 800 36 35 36 37 STAFF TOILET/SHOWER REC. 180 38 37 38 1440 39 CONVENIENCE REC. 40 39 40 4 :. 41 MEDICAL GAS ROOM REC. 180 42 41 42 43 ANESTHESIA ROOM REC. 180 44 43 SPACE ,4,4 4,15 CWR/STERIUZATION ROOM 800 Y REC. CWR/STERIUZATION ROOM 800 47 REC. 48 47 48 49 SUB STERILE ROOM REC. 800 50 49 50 51 SWR REC. 800 52 51 52 DO NOT SCALE PLANS 53 SWR REC. 800 � ARCHITECT OF RECORD i 7TI I 8,154 11,328 s,8o4 3,140 3,060 2,880 Terjesen Associates Architects 248 West 35th Street 11 th Floor New York, NY 10001 21,..239.1526 Fax: 212,736,7899 TOTAL CONNECTED LOAD: 29.286 VA TOTAL CONNECTED LOAD: 9.080 VA ' E-mail: info@terjesenarchitects.com RECEPTACLE TO 10WA O 10OX: 10.000 VA NON—COINCIDENTAL. MECHANICAL 0 1007E RECEPTACLE TO 10WA 0 100X: 0 VA NON—COINCIDENTAL MECHANICAL. O 100X PLUS LARGEST MOTOR 01257x: PYA PLUS LARGEST MOTOR 01257x: E MECHANICAL ENGINEER RECEPTACLE OVER 10WA O 5OX: 6,373 VA RECEPTACLE OVER 10WA O 50X: 0 VA � ep { TOTAL DEMAND LOAD: 24.988 VA TOTAL DEMAND LOAD: 9.080 VA EP OEM- 71 LIGHTING O 125X: 8.615 VA LIGHTING 0 125%: 0 VA 110 William Street 32nd Floor New York, NY 10038 AMPS 69.4 A AMPS �`2A 212.257,6190 Fax: 212.994.8091 *WIRE SIZE �12 MINIMUM *WIRE SIZE �12 MINIMUM www.EPENGINEERING.com w... . ... ......................_.... ..,.__. .. STRUCTURAL ENGINEER Engineering Firm Address Fr Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY F. DRAWING TITLE ELECTRICAL PANEL SCHEDULES (2 OF 3) r :...... DATE 7/19/17 PROJECT NUMBER 2017.025 DRAWN BY JV �D ARO SCALE AS NOTED DRAWING NUMBER 026 8 E =601 uOu OF N ° SEAL SHEET N0: 11 OF 17 .. .. m:.. „ F ,. a' ..:: ,. < ::. ;sans-. <:>„<... ,,. x Fir ......... .. .... ...... war ^a. ..«... -.�... � .w:. «,... .. ... ._ ..: ,. ... ...Fm.....s..,,. .. z< PANEL I EM I I( N ) PANEL EML , ( N ) VOLTS: 20 1120V MCB/MLO: 400A MC B VOLTS: 208Yf 120V MCB/MLO: 60A MC LOCATION. .. ,�_ w�_. , .. _....._ ____.�__w__W_. PHASE: 3—PHASE MOUNTING: SURFACE ATS ROOM PHASE: 3—PHASE MOUNTING: SURFACE LOCATION BUS SIZE: 400A BUS SIZE: 1256 ATS ROOMS C LLC CKT *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE CKT CKT *WIRE C.B. PHASE LOAD A C.B. *WIRE DESCRIPTION CKT DESCRIPTION DESCRIPTION No. DESCRIPTION SIZE AMP POLE A B C AMP POLE SIZE No. 700 BOISSEAU AVE, SOUTHOLD, NY No. SIZE AMP POLE 1 A B C AMP POLE SIZE No. s 1 SPACE 3333 35 EDH-1-1 2 1 ATS ROOM REC. 20 1 180 180 20 1 EGRESS LTG. 2 Y' 180 1800 3 MOTORIZED DAMPERS 20 1 3333 #10 4 3 FIRE ALARM SYSTEM 180 EXIT SIGNS 4 5 AC-1-1 50 2880 3 6 5 GENERATOR RECEPTACLE 180 SPARE 6 3333 2880 7 #8 3333 35 EHD-1-2 8 7 GENERATOR JACKET HEATER SPACE 8 9 3 2880 7Z 3333 #10 10 9 SPACE \ 10 11 AC-1-2 50Z 2880 3 12 11 3333 12 13 #8 2880 35 EDH-1-3 14 13 3333 14 h 15 3 2880 #10 16 15 16 3333 1602 17 ACCU—C-1 25 3333 3 18 17 18PTZ 1602 19 2 15 1 GXF-1-1 20 19 696_z_ 20 1602 «. ... ,.. ..<; .:. .. ..: , .p< .. ., 21 ACCU—C-2 25 20 1 GXF-1-2 .22 21 1176 ISSUE: 23 2 1602 360 EXTERIOR REC. 24 23 24 DESCRIPTION DATE BY -z 25 HUM-1-1 15 Zp!��2 35 DB—C-1 26 --T-360 1,980 180 ISSUED TO DOH 05.03.17 CP 6401 ISSUED FOR CONSTRUCTION 05.05.17 CP 27 2640 #10 28 TOTAL CONNECTED LOAD: 2.520 VA ISSUED FOR ADDENDUM 1 05.19.17 CP 1380 PLUMBING UPDATES 06.13.17 CP 29 3 2640 3 30 RECEPTACLE TO 10kVA O 10076: 918 PLUS—�j ARGEST MR MECHANICAL12 ® 1 Qyg REVISED PER DOH COMMENTS 07.11.17 77 CP 31 HUM-1-2 15 1380 25 1 SP—C-1 32 RECEPTACLE OVER 10kVA O 5071: Q�(A ISSUED FOR DOB APPROVAL 03.23.18 CP 1728 � LIGHTING O 125%: QyA TOTAL DEMAND LOAD: 2.540 VA 33 7Z1380 180 20 1 MEDICAL GAS ALARM PANEL 34 AMPS 3 1380 MEDICAL GAS OXYGEN35 36 *WIRE SIZE #12 MINIMUM MANIFOLD 1380 ' 37 HUM-1-3 15 IT ROOM REC. 38 138d PANEL EMC ( N ) 39 SPACE 40 41 3 1380 42 VOLTS: 20aY f 12oy Mq3/MLO: 1QQ� LOCATION: PHASE: 3—PHASE MOUNTING: SURFACE 43 HUM-1-4 35 3360 44 BUS SIZE: ,2 ,56 ATS ROOM 7Z3360 CKT DESCRIPTION *YYIRE C.B. PHASE LOAD (VA) C.B. +WIRE DESCRIPTION CKT : 45 #10 46 No. SIZE AMP POLE A B C AMP POLE SIZE No. 47 3 3360 48 1 PRE—OP BED #1 REC. 20 1 360 1152 20 1 EMERGENCY LTG. 2 2280 3 PRE—OP BED #2 REC. 360 OR LIGHTING 4 49 VACUUM PUMP 3d 50 <68 360 51 #10 2280 52 5 PRE—OP BED #3 REC. 800 OR 27 LIGHTING BOOM 6 3 2280 7 POST—OP BED #1 REC. 360 OR 28 LIGHTING BOOM 8 53 800 9 POST—OP BED #2 REC. 360 NURSE STATION 10 v' DO NOT SCALE PLANS 32,205 31,317 31,743 800 REFRIGERATOR 7Z 11 POST—OP BED 3 REC. 360 TOTAL CONNECTED LOAD: 95.265 VA 180 GROSS DECON ROOM REC. 12 ARCHITECT OF RECORD I i. RECEPTACLE To 10kVA O 100x: 540 VA NON—COINCIDENTAL MECHANICAL @ 10ox 13 POST—OP BED #4 REC. 360 180 GROSS DECON ROOM REC. 14 Terjesen Associates, Architects PLUS LARGEST MOTOR 0125x: 97.581 yA 360 248 West 35th Street 11 th Floor New York, NY 10001 RECEPTACLE OVER IOWA 0 50x: QyA 15 POST—OP BED #5 REC. RECEPTION REC. 16 TOTAL DEMAND LOAD: 98.121 VA 180 212.239.1526 Fax: 212.736.7899 LIGHTING @ 125x: Q�(A 17 POST—OP BED #fi REC. 360 180 OFFICE REC. 18 E-mail: info@terjesenarchitects.com AMPS 272.6 A *WIRE SIZE 12 MINIMUM m :: ::,..:, <:....d n.. ...,,.:.: . :: :>:.: :: .::: 19 CRASH CART AREA BED REC. 720 ENDO 13 REC. 20 MECHANICAL ENGINEER 21 CRASH CART REC. 180 ENDO 13 REC. 22 �. �p 360 110 William Street 32nd Floor New York, NY 10038 23 CRASH CART REC. 180 EXAM 06 REC. 24 -, 180 21 .257.6190 Fax: 21 .994.8091 25 OR 27 REC. 720 ANESTHESIA ROOM 26 www,EPENGINEERING.com 800 REFRIGERATOR 720 „„. STRUCTURAL ENGINEER 27 OR 27 REC. NURSE CALL SYSTEM 2$ 800 Engineering Firm PATIENT BED LIGHTING 30 29 OR 28 REC. 720 Address 1152_, Phone Fax: 31 OR 28 REC. 720 SPACE 32 s E-mail: 800 I 33 OR 27 OPERATING TABLE 34 PROJECT 800 ESSENTIAL ELECTRICAL SYSTEM NOTE 35 OR 28 OPERATING TABLE 36 SOUTHOLD ASC 37 ENDO 13 OPERATING TABLE 800 38 700 B O I S S EA U AVENUE ALL PANELS LISTED ON THIS SHEET ARE SERVED BY A TYPE I ESSENTIAL SOUTHOLD, NY ' ELECTRICAL SYSTEM. REFER TO E-500 FOR FURTHER DETAIL 39 SCOPE PROCESS 16 REC. 800 � 180 ` 41 NURSE STATION REC. 42 DRAWING TITLE 43 SPACE ,14, ELECTRICAL 1= PANEL SCHEDULES . 45 � 30F3 47 48 < ( ) 49 DATE 7/19117 : 51 52 PROJECT NUMBER 54 53 2017.025 DRAWN BY 7,332 6,488 5,452 JV b TOTAL CONNECTED (LOAD: 19.272 VA SCALE AS NOTED RECEPTACLE TO 1OkVA 0 100X: 10.000 VA NON—COINCIDENTAL MECHANICAL O 100x s_ � �j �� ' n �'"� DRAWING NUMBER PLUS LARGEST MOTOR 012576: Qyg * m RECEPTACLE OVER 10WVA @ 50x: 2.300 VA TOTAL DEMAND LOAD: 16.700 VA O Q LIGHTING O 125X: 4.400 VA �y 26 yo E =602muo'PAO fat^ *WIRE SIZE #12 MINIMUM `�, t:. SEAL SHEETNO: 12 OF 17 ..R!(«, .ate+ ,,.... .->.;:.. > .:. .. . .:.r>... ...::.:. :v^: .:^ ri''i .... ............ .. ca .... ........... .. ..,. S' : .. .,\.. ....,..«.._ ,�.r .., ,t ..amu:.. ...,:... ..,,., . .<.F. :........ ......... :.> ..., .. . :::: .::;:;,: ...::.: ,.. '::i; :`�Mi' r<,..,. .......... .._,.: ... .. :::. .. _......... ..... ::::.:.. <. ..:... .......... ..,. .....:.: ... ....n: ...,..:.:.. ,....... ......,........ ..H;�. �...... ..n.. ..<.. ...,,...... .ate. ., .. .. .. : ..:.. '::.:....R .yam,.:: .::... .....M.xr<::::'::::_:'::'n, .;...< ♦ .` ...�8• ::`..., .,.. ..... .. ... .rtty... n:K:x:' v 1 . NORTH FORK ,, ...... ............................................... ................... .................................... 3 6 SC LLC 2 1 4 700 BOISSEAU AVE, SOUTHOLD, NY o8 HOT AC HOT AC BALLAST BALLAST .•. CONTROL DEVICE 7 6 5 EMERGENCY EMERGENCY BALLAST BALLAST 5 2 NOTES: (D GROUNDING ELECTRODE CONDUCTOR, 1#4 GREEN GROUND COMMO COMMO = 4 3 TO ELECTRICAL SERVICE GROUND IN SERVICE SWITCHBOARD. SWITCHED UNSWITCHED GROUNDING ELECTRODE REFERENCE NOTES. { O BOLTED—TYPE CONNECTION DEVICE OR EXOTHERMIC WELD. NOTES: U1 SERVICE EQUIPMENT ENCLOSURE f J4 NONMETALLIC PROTECTIVE SLEEVE 1. PRIMARY CIRCUIT SHOWN; LAMP LEADS NOT SHOWN. �2 GROUNDING ELECTRODE CONDUCTOR Z O No. 4 AWG OR LARGER BARE COPPER CONDUCTOR AS A O GROUNDING ELECTRODE MINIMUM. STEEL REINFORCING BAR OR ROD NOT LESS THAN 2. IF A SWITCHED FIXTURE IS USED, AN UNSWITCHED HOT LEAD MUST BE _ CONNECTED TO THE EMERGENCY BALLAST. THE EMERGENCY BALLAST MUST BE MINIMUM LENGTH OF CONDUCTINCH DIAMETER IF QR/BARLE AY BE OR EQUNLIALENT.20—O FED FROM THE SAME BRANCH CIRCUIT AS THE AC BALLAST. 4 GROUNDING ELECTRODE SYSTEM , ISSUE: 3. THE EMERGENCY BALLAST MAY BE INSTALLED INSIDE, ON TOP OF, OR REMOTE O BOND TO ENCLOSURE (NEUTRAL DISCONNECT LINK IN NYC) FOUNDATION IN DIRECT CONTACT WITH EARTH. FROM THE FIXTURE — UP TO HALF THE DISTANCE THE AC BALLAST DESCRIPTION DATE BY O 20 FT MINIMUM MANUFACTURER RECOMMENDS REMOTING THE AC BALLAST FROM THE LAMP, OR fi TO ESSENTIAL LOADS ISSUED TO DOH 05.03.17 CP UP TO 50 FEET, WHICHEVER IS LESS. I� 2—INCH MINIMUM FOUR POLE TRANSFER SWITCH (WITH OVERLAPPING NEUTRAL ISSUED FOR CONSTRUCTION 05.05.17 CP 4. CONTROL DEVICE SHOWN REPRESENTS MANUAL OR AUTOMATIC FIXTURES SWITCHING WHERE SPECIFIED) ISSUED FOR ADDENDUM 1 05.19.17 CP CONCRETE FOUNDATION CONTROL, E.G. MANUAL SWITCHING VIA WALL SWITCH OR AUTOMATIC CONTROL VIA TIME SWITCH, OCCUPANCY SENSOR OR PHOTO SENSOR. 8 BOND TO ENCLOSURE PLUMBING UPDATES 06.13.17 CP . o REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP CONCRETE ENCA SED 6R UNDING EL ECTR ODE Df TA IL EMERGENC Y L IGHTING BA L L A S T INSTA L L A TION DETAIL GENERA TDR 6R UNDING Df TA IL - - - 1 SCALE: NTS 2 SCALE: NTS 3 SCALE: NTS 1 4 5 �} 4 EM 2 7 8 6 2 t: 1 SLAB fi 3 :: 6 ACCESSIBLE CEILING 1" EMPTY CONDUIT WITH PULLSTRING STUBBED 6" DO NOT SCALE PLANS ABOCE ACCESSIBLE CEILING. CONNECT MAXIMUM F;.: s OF TWO BACK BOXES PER STUB—UP. i .. .•:.a... .......::.. ...XRRN'.t :,ivan.::::'r'::::::r:::::r::::xa::::::::rr'v.,..,..c.:.....,..g....,._:r.°R:::.....:i:a bro>: _..xa�sx......;m.x...........»a&:...... ARCHITECT OF RECORD 3T7 6 GYPSUM WALLBOARD Terjesen Associates, Architects 4- SQUARE x 1-1/2- DEEP BACKBOX 248 West 35th Street 11th Floor New York, NY 10001 REFERENCE NOTES: 4 5 2—GANG PLASTER RING FOR TELEPHONE OUTLET. 212.239.1526 Fax: 212,736.7899 FACEPLATE FOR COMMUNICATION OUTLET E-mail: info@terjesenarchitects.com 0 GROUNDING ELECTRODE CONDUCTOR PROVIDED BY OTHERS. @ 2 CONDUCTOR TERMINAL MECHANICAL ENGINEER ep CD 3 GROUND CLAMP ASSEMBLY O SERVICE ENTRANCE EQUIPMENT ENCLOSURE U5 GROUNDING LUG MP.) � � GEM�+� FINISHED FLOOR 4O THREADED GROUND HUB 2O DISTRIBUTION PANELBOARD O6 GROUNDING BUSHING (TYP.) °r° 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 O5 CONDUIT UGHTING/APPLIANCE PANELBOARD FEEDER CONDUIT (TYP.) 4 .4 ' www.EPENGINEERING.com WATER SERVICE PIPE O SYSTEM GROUNDING ELECTRODE CONDUCTOR $ BRANCH CIRCUIT CONDUIT (TYP.) STRUCTURAL ENGINEER Engineering Firm Address WA TER P/PE EL ECTR ODE CONNEC TION Df TA IL RA Cf WA Y E 0 UIPMENT 6R UNDING S YS TEM CONDUITS TUB- UP TELECOM 0 UTL ET DETAIL Phone Fax: 4 SCALE: NTS s SCALE: NTS 6 SCALE; NTS E-mail: PROJECT j SOUTHOLD ASC PANELBOARD 700 BOISSEAU AVENUE SOUTHOLD, NY G EG DRAWING TITLE ELECTRICAL D ETAI LS 102030 : N DATE 514117 NEUTRAL PROJECT NUMBER 2017.025 ISOLATED EQUIPMENT ISOLATED GROUND DRAWN BY GROUND CONDUCTOR INSULATED FROM — JV PANELBOARD EQUIPMENT GROUND SCD A „ SCALE ,��R Cys CONDUCTOR ,�� AS NOTED DRAWING NUMBER ' m PA NEL BOA RD GR O UNDING Df TA IL 0 7 SCALE: NTS0 =700nO OF N i=- Y SEAL SHEET N0: 13 OF 17 r,.... µ;:.: ,.: . ..: .. ........ :.'.':::::::.......;... ? ., ... ..... :..:5. ...... .,.e...... ... . .......... ....... ...........,. ... ....... ...... ..:. ........ .... .......... ... .... ... ...._...... @Ka£' u;. .:.. :.:::, :<,...:......... : :::..'. ,..,. ....',.::.:.... ,.:... ..:%. ... . . .. , .... . KK .. i'b... Sx i G .. .. ............. .:�t�... ........ ........... .. .... .. ... I.M.K... wv.. 2P::. .ii?C.�a. ........ .........., W:. : ... ............ ... ..:. ..:...... .......,.... ., ..�.., .N}a:; '§fib`.;;: .... ..::z^.;: ..?t.. ........ .. 1 k, mss" 'f `s� Q \ I. „.�::::,. .: :� :::. ..::..... �:' -:,�a§:� �;.::::....,. ..:<::�:::-.:,�::> .:. ^::„...:.. � :..�>t .� ......... � .a.... tt.. ........ .a\.,,,.....,.. acmes � ........, �' .. . ”. f : p : 1. GENERAL• NEUTRAL WIRE 1) �TtOVIDE': TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE H. BAIiJVCE THE LOAD OVER PHASES WHEN NEW CIRCUITS ARE ADDED TO NEW OR EXISTING PANELS. PROVIDE MULTI—CARIE 3) OUTER COVERING 7FiRCXJGH0U1. OUTER COVERING THROUGHOUT. EQUIPMENT GROUND MARE SWUL UTILIZE GREEN g A THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION; AIA DOCUMENT A201. LATEST EDITION, AND THESE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY OTHERWISE NOTED. LUGS WHERE REQUIRED. DOUBLE LUGGING SHAM NOT BE PERMITTED. MOUNTING HEIGHT SHR. BE A MAXIMUM OF 6 FT-6 IN. SPECIFICATIONS AS APPUCAIBLE ARE PART OF THIS CONTRACT. FROM FLOOR TO TOP SWITCH UNiT. UPDATE DR111ORIES ON EXISTING PANELBQARDS WHERE Cl2ClUMNG IS CHANGED. WHERE COLOR—CODED CABLE IS NOT AVAILABLE. CERTIFY IN WRITING AND REQUEST PERMISSION TO OVERLAP :. I\J0 0 RT H FORK .: 2) 'INSTALL': TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. CONDUCTORS WITH 6 N. OF COLOR TAPING N ACCESSIBLE LOCATIONS. FII .. B. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY I. TESTS: OPEN At4J CLOSE LOAD BREAK SWITCHING DEVICE'S UNDER LOAD. u.. 1............. ............ .........__.._ INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE 3) "FURNISH' OR 'SUPPLY: TO PURCHASE. PROCURE, ACQUIRE AND DELVER COMPLETE WITH RELATED ACCESSORIES. F. PROVIDE FLAMEPROOF LINEN OR FIBER TAGS IN ACCESSIBLE LOCATIONS. FOR FEEDERS INDICATE FEEDER NUMBER. SIZE:, PRISE I 7. RACEWAYS: CONTRACTOR WHO SWILL INFORM THE OWNER. PRiOR TO SUBMITTING A PROF'OSAI., OF ANY WORK OR MATERIAL. WHISH AND POINTS OF ORIGIN AND TERMINATIONS. FOR CONTROL AND ALARM WIRING INDICATE TYPE (CONTROL OR ALARM), SIZE OF . VIOLATES ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION 4) 'WORK': LABOR, MATERWS, EQUIPMENT, APPARATUS, CONTROLS. ACCESSORIES AND OTHER ITEMS REQUIRED FOR A PROVIDE RACEWAIS COMPLETE WITH BOXES. FITTINGS AND ACCESSORIES. CONDUIT OR TUBING SIZES REFERRED TO IN WIRE, AND POINTS OF ORIGIN AND TERMINATIONS SHALL BE CORRECTED BY THE �. PROPER AND COMPLETE INSTAIlATION. :* S C LLC � - SPECIFICATIONS AND ON DRAWINGS ARE NOMINAL DIAMETERS. MINIMUM DIAMETER SHALL BE 3/4 N. G. TERMINATIONS. SPLICES AND TAPS UNDER 600 VOLTS: COPPER CONDUCTORS NO. 10 AND SMALLER SHALL UTILIZE 7 < C. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY. EQUIPMENT SHALL BE SHIPPED 5) ”WIRING': RACEWAY. FITTINGS, WIRE. BOXES AND RELATED ITEMS. COMPRESSION—TYPE OF TWW—ON SPRING—LOADED CONNECTORS AND CLEAR NYLON—INSULATED COVERING. COPPER 700 B O I S S EAU AVE, S O U T H O L D, NY FROM MANUFACTURER N SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN FROM B. MATERIALS CONDUCTORS NO. 8 AND LARGER SHALL UTILIZE MECHANICAL BOLTED PRESSURE OR M'DRAUUC COMPRESSION TYPE USING MANUFACTURER'S RECOMMENDED TOOLING. CABLE LUGS AND CONNECTORS SFW/ UTILIZE COMPRESSION TYPE OF SAME META. BUILDING OWNER AND TENANT AT WHAT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS. 6) 'CONCEALED': EMBEDDED IN MASONRY OR OTHER WhISTMON, INSTALLED IN FURRED SPACES, WITHIN DOUBLE 1 RACEWAYS p '� } AS CONDUCTOR. IPROAADE TO MATCH CABLE, WITH MARKING INDICATING SIZE AND TYPE. NIPPER WG CONNECTIONS TO ECUS D. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. CONDUIT ROUTING IS SHOWN PARTITIONS OR HUNG COLNGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. BARS: USE TORANTIPROEIZE COMPOUND ON TANG. i, DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. Elf CONTRACEDR SHALL ALLOW N HIS " o. RIGD STEEL CONDUIT: FULL—WEIGHT PPE, GALVANIZED. THREADED. PRICE FOR ROUTING OF CONDUIT TO AVOID OBSTRUCTIONS. COORDINATION WITH EXISTING SERVICES, INCWDNG THOSE OF 7) "EXPOSED: NOT INSTALLED UNDERGROUND OR 'CONCEALED* AS DEFINED AEOVE H. NOT MORE THAN 3 LIGHTING OR CONVENIENCE OUTLET CIRCUIT'S SHALL BE INSTALLED N ONE CONDUIT UNLESS OTHERWISE OTHER TRADES. IS REWIRED. MAINTAIN HEADROOM AND SPACE CONDITIONS. b. ELECTRROMETALLIC TUBING (EMT): THIN WALL PIPE, GALVANIZED THREADLESS. INDICATED. PULL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWER THAN 32 DEG F. PROVIDE SEPARATE RACEWAYS FOR 8) 'SIMILAR' OR 'EWA EQUAL N MATERW S, WEIGHT, SIZE, DESIGN AND EFFICIENCY OF SPECIFIED PRODUCT. CONDUCTORS (>F 120/208 AND 265/480 VOLT SYSTEMS. EXCEPT 480 VOLT MOTOR BRANCH CIRCUIT WIRING AND RELATED E INSTAL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM c. FLEXIBLE STEEL CONDUIT: CONTINUOUS SINGLE STRIP, GALVANIZED. 120 VOLT CONTROL WIRING. THERMOPLASTIC ARES SWILL NOT BE INSTALLED N COMPUTER AREA RAISED FLOORS DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHNL NOT BE MADE WITHOUT C. TEMPORARY LIGHT AND POWER: PROVIDE TEMPORARY LIGHT AND POWER SYSTEMS AT EARLIEST POSSIBLE DATE WITHIN THE F. . ............. .. . ........ ::. APPRIDVAL CONISTRUCTION AREAS FOR THE REWIRE1MElVTS OF ALL TRADES !t5 HEREIN DESCRIBED. EXTEND SYSTI]MS TO NEW i. d. WIREWW75 WIRE SFW/ BE AS NOTED, MINIMUM N0, 16 GAUGE STEEL WiTH GROUND CONTINUITY. FINISH SFW/ BE I. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. CONSTRUCTION AS SOON AS PHYSICALLY POSSIBLE. MAINTAIN SYSTEM DURING WORKING HOURS OF ALL TRADES COST OF BAKED ENAMEL (OVERS SHALL BE SCREW—ON. F. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ENERGY WILL BE PND FOR BY OWNER. PROVIDE ALL REQUIRED MAINTENANCE, INCLUDING LAMPS AND SOCKETS. t x J. PERFORM CONTINUITY AND INSULATION TESTS, MEIGGER TEST 1o0 PERCENT OF FEEDERS, 10 PERCENT OF BRANCH CIRCUITS ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHAT. SURVEY THE SiTE e. SURFACE METAL RACEWAY: SIZE AS NOTED. BASE 0.04 IN., COVER 0.25 IN. MATERIAL SHALL BE STEEL FINISH S iA L AND ALL MOTOR BRANCH CIRCUITS OVER 25 HP. AND INCLUDE AUL CHANGES AND CHARGES IN MAKING UP THE WORK PROPOSAL D. QUALITY ASSURANCE BE BAKED ENAMEL COVERS SHALL BE SCREW—ON. i. .........-,-< i . . ' :: G. CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO QUALM AND GAUGE OF MATERIALS: NEW BEST OF THEIR RESPECTIVE KINDS FREE FROM DEFECTS AND LISTED BY PERFORM TESTS PRIOR TO CONNECTING EQUIPMENT AND IN PRESENCE OF AUTHORIZED REPRISENTATNES. SUBMIT WRITTEN 1) Q 2} FITTINGS AIVQ ACCESSORIES: REPORT OF RESULTS. CORRECT OR REPLACE CABLE THAT TESTS BELOW MANUFACTURER'S STANDARDS. EXISTING FACILITIES TEMPORARY SHUTDOWNS OF EXISTING SERVICES SHALL BE PERFORMED AT NO ADDITIONAL CHARGES, AT UNDERWRITERS LABORATORIES, INC., OR OTHER NATIONALLY APPROVED TESTING AGENCY AND BEARING THEIR LABEL TIMES NOT TO INTERFERE WiTH NORMAL OPERATION OF EXISTING FACILITIES AND ONLY WITH WRITTEN CONSENT OF OWNER. MATERW.S AND EQUIPMENT OF SIMILAR APPLICATION SHILL BE OF SAME MANUFACTURER, EXCEPT AS NOTED. a. RIGID STEL: NONSPLT. THREADED. STEEL OR MALLEABLE IRON. ZINC DE CAST NOT PERMITTED. 9. DEVICES: _; ALARIM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REWIRED WiTH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. CONNECT NEW WORK TO EXISTING 2) GUARANTEE: ALL MA70US AND WORKMANSHIP SHALL BE GUARANTEED AS DEFINED N PARAGRAPH 2.C. b. ELECTROMETALLIC TUBING: COMPRESSION TYPE GALVANIZED RIGID STEEL ELBOWS, 2 IN. OR LARGER. A PROVIDE COMPLETE MATERIAL AND ACCESSORIES AS NOTED. WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING DISTURBED WORK TO ORIGINAL CONDITION. INCLUDING MAINTENANCE OF WINING CONTINUITY AS REWIRED. B. LOCAL WALL SWITCHES SHALL BE SPECIFICATION GRADE. TOGGLE, QUIET TYPE, RATED 20 AMP, 120/277 VOLT. AC. I. 3) CURRENT CFHARACTERISiK'S: c. FLEXIBLE METAWC CONDUIT: ANGLE WM OGE TYPE WITH INSULATED THROAT. E H. DISCONNECT. REMOVE 1WD/OR RELOCATE EXISTING MATERIA., EQUIPMENT AND OTHER WORK AS NOTED OR REWIRED FOR a. SERVICE: 120/208 VOLT. 3 PRISE, 4 WIRE. 60 HERTZ WITH GROUNDED NEUTRAL.. d. BUSHINGS: METALLIC INSULATED TYPE. C. INSERTION RECEPTACLES SWUL BE SPECIFICATION GRADE DUPLEX CONVENIENCE 125 VOLTS, 2 POLE. 3 WIRE, U GROUND PROPER INSTALLATION OF NEW WORK. SLOT. GROUNDED. EXCEPT AS NOTED. MEETING NEMA STANDARDS, PUBLICATION WD-1-1971. I; I b. DISTRIBUTION: 120/208 VOLT, 3 PHASE. 4"WIRE, 60 HERTZ WITH GROUNDED NEUTRAL.. 3) BOXES: Z I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING. EXTERIOR SPACES AND11 ADJACENT STREETS. SIDEWAUCS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS o. CXUTI.ET BOXES: EXCEPT AS OTHERWISE REQUIRED BY CONSTRUCTION, DEVICES OR MIIRI BOXES SFW/ BE STAMPED 1) SINGLE, IXCIPi AS NOTED- 4 HEIGHTS OF OUTLETS: ' : ,.::::::: .::::::::r:,<..:<:...r�' ::. :: ... :. :. .. ; .:�.. :::: WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. ) STEEL 4 IN. SQUARE OR OCTAGON FOR FIXTURES. BOXES ABOVE COUNG SHALL BE 1-1/2 IN. DEEP. BOXES IN a. 20 AMP STRAIGHT BLADE ..:.......�': :::_: J. SEAL OPENINGS THROUGH PARTITIONS, WAS AND FLOORS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL a. FROM FINISHED FLOOR TO CENTERLINE OF DEVICE FOR; CEILING OR SLAB SHALL BE 3 IN. DEEP. BOXES IN WALL FOR FIXTURES SHALL BE 2-3/4 IN. DEEP. BOXES IN WNL. x FOR RECEPTACLES AND SWITCHES SHUT. BE 1-1/2 IN. DEEP. FURNISH WITH RAISED COVERS AND FIXTURE STUDS 2) SPECIAL USE: NONINTERCHANGEABLE TYPES AND RATNGS. £! ISSUE: K. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THE BUILDING AS MOTOR CONTROLLERS: 5 Ff-0 IN. WHERE REQUIRED. WITHOUT FIXTURE OR DEVICE FURNISH BLANK COVER. OFFSET BACK—TO—BACK OUTLETS WITH REQUIRED BY THE INSTALLATION OR REMOVAL OF CONDUIT AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AS REQUIRED. MINIMUM 6 IN. SEPARATION. 3) CLACKS: SINGLE RECESSED RECEPTACLE, 5 MARE. DESCRIPTION DATE BY • STROBE LIGHTS: 6 FT-B IN. OR 6 IN. BELOW CEILING % L N.L. EXISTING MATERIAL. EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL BECOME THE (WHICHEVER IS LOWER) b. JUNCTION AND PULL BOXES: GALVANIZED SHEET STEEL WITH SCREW-ON COVERS, EXCEPT AS NOTED. FURNISH WITH 4) GROUND FAULT INTERRUPTER RECEPTACLES ISSUED TO DOH 05.03.17 CP PROIPI]RTl' OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE BUILDING INSULATED SUPPORTS FOR GAMBLES. LOCATIONS SMALL BE AS FATED OR REWIRED AND ACCESSIBLE PROVIDE "`1. ISSUED FOR CONSTRUCTION 05.05.17 CP REPWSElNTATIVE, ARCHITECT OR AS NOTED TO BE RELOCATED ON THE DRAWINGS. REMOVED EQUIPMENT SHALL BE PROPERLY GONGS AND HORNS: 7 FT-6 IN. BARRIERS IN NEW AND RENOVATED BOXES BETWEEN 120/208 VOLT AND 265/460 VOLT MIRING AND BETWEEN a. FEEp-T♦{t6J TYPE DISPOSED OF BY THIS OONIRACTOR. EMERGENCY AND NORMAL WIRING. FLOOR BOXES SHALL BE SUITABLE FOR CONDUIT AND DEVICES NOTED. RAISED ISSUED FOR ADDENDUM 1 05.19.17 C P • FIRE ALARM PULL STATIONS: 4 FT-0 N. OUTLETS SHALL BE HUBBELL. #82414 SERIES WiTH ABOVE FLOOR FITTING. TELEPHIONE- BUSHED HIOLE POWER: D. MOMENTARY CONTACT SWITCHES FOR REMOTE CONTROL M. THE CONTRACTOR'S PROPOSAL. FOR ALL WORK SHALL BE PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR DUPLEX RECEPTACLE OR OTHER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. FLUSH OUTLETS SHALL BE b. EXCEPTIONS: AT JUNCTION OF DIFFERENT WALL FINISH MATERWS, ON MOLDING OR BREAK N WALL SURFACE; IN PLUMBING UPDATES 06.13.17 CP ' WORKING HOURS. WHEN SO DIRECTED. HOWEVER, THE CONTRACTOR SFW L INSTALL WORK DURING OVERTIME HOURS AND THE VIOLATION OF CODE. OR AS NOTED OR DIRECTED. HUBBELL JR414 SERIES WITH FLUSH FLOOR FITTING FOR TELEPHONE AND FLUSH DUAL FLAP COVER WITH DUPLEX E PILOT LOM: NEON LAMP. ADDITIONAL COST TO BE CHARGED THEREFORE SHAT BE ONLY THE "PREMIUM' PORTION OF THE WAGES PND. RECEPTACLE FOR POWER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. REVISED PER DOH COMMENTS 07.11.17 CP F. DEVICE PLATES: SEE ARCHiTECT FOR TYPE FOR RECEPTACLES WITH OTHER THAN 120 VOLT, NSCF48ED VOLTAGE AVAILABLE H` � `' N. UNLESS OTHERWISE SPECIFICALLY NOTED OR SPECIFIED, INCLUDE ALL CUTTING AND PATCHNG OF EXISTING FLOORS, WAILS. E PRODUCT DELIVERY, STORAGE AND HANDLING c. PROVIDE RACEWAYS ONLY AS HEREIN SPECIFIED. EXCEPT AS NOTED. RACEWAYS SHALL BE RUN CONCEALED, EXCEPT ISSUED FOR DOB APPROVAL 03.23.18 CP PARiTii RS AND 07M MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL AS NOTED. G. COLORS: COORDINATE COLORS WiTH ARCHITECT. : -- CONl1IT1()rl. 1) MOVING OF EQUIPMENT: WHERE NECESSAJRY, SHIP IN CITED SECTIONS OF SIZE TO PERMIT PASSING THROUGH AVAILABLE SPACES. PROVIDE RACEWAY SUPPORT UTILIZING COUNG TRAPEZE, STRAP HANGERS. OR WALL BRACKETS. PROVIDE U—BOLTS AT H. MOUNTING ORIENTATON OF RECEPTACLt3 (HORR(NNTAL OR VERTK'.AL}: COORDINATE WiTH ARCHTTEGT. Y 0. ALL MATERIAL MID EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED AND SWILL BE IN ACCORDANCE WITH BUILDING EACH FLOOR LEVEL OF RISER RACEWAYS AND CONNECTED TO ACCEPTABLE SUPPORTS. PROVIDE RISER CLAMPS AT W STANCIARDS. 2) ACCESSIBILITY: FOR OPERATION. MAINTENANCE AND REPAIR. MINOR DEVIATIONS SHALL BE PERMITTED. CHANGES OF EACH FLOOR LEVEL OF RISER RACEWAYS AND RESTING ON SLAB. FOR THROUGH—THE41MR SYSTEMS, UTILIZE AN 10. UCKnNG FIXTURES: MAGNITUDE OR INVOLVING DCTTCA ROSE ARE NOT PERMISSIBLE WITHDIIT REI+IEW. GROUP CONCEALED ELECTRKCAI ASSEMELY SIMILAR TO HUBBELL FIRE RATED POKE—TH ROUGH41M BOX SYSTEM. FOR ABOVE FLOOR FITTINGS P. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE PORTIONS OF THE EQUIPMENT REQUIRING ACCESS WITH EQUIPMENT FREELY ACCESSIBLE THROUGH ACCESS DOORS. TELEPHONEFW SL BE BUSHED HOLE AND POWER SHALL BE DUPLEX RECEPTACLE OR OTHER AS NOTED. PROVIDE A PROVIDE FIXTURES ('WMINAIRESI, COMPONENTS AND LAMPS. FIXTURES SHALL L BE COMPLETELY FACTORY ASSEMBLED. WIRED ? EXISTING BUILDING, EQUIPMENT, ETC., WHICH AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HIS BEEN MADE AND SEPARAIION BARRIER BETWEEN POWER AND TTELEPHONE COMTS.PARTMENPROVIDE JUNCTION BOX ON UNDERSIDE OF AND EQUIPPED WITH ALL NECESSARY SOCKETS. BALLASTS. SUPPORTING HARDWARE AND ACCESSORIES. REFER TO DRAWINGS THAT THE CONTRACTOR 5 FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE F. MATERIALS FLOOR. PACK HIEING TO RESTORE FIRE RATING OF FLOOR. FDR INDIVIDUAL. FIXTURE DESCRIPTIONS. WORK. THE CONTRACTOR IS RESPONSIBLE TO INDICATE ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO SUBMITTAL OF BID. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH 1) NAMEPLATES: PROVIDE BLACK LAMICOID SHEET WITH 3/4 IN. WHITE LETTERING, FASTENED WITH EPDXY CEMENT FOR SECURE ALL RACEWAYS TO SUPPORTS WITH PIPE: STRAPS OR U-BOLTS. SPACING OF SUPPORTS SHALL BE A B. FIXTURE CATALOG NUMBERS USED TO ILLUSTRATE EQUIPMENT TYPE DO NOT NECESSARILY DENOTE REWIRED MOUNTING AN EGMINATION HAS BEEN MADE. LATER CAMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT OR MATERA S REQUIRED EACH DISCONNECT SWITCH, CIRCUIT BREAKER, PANEL, CABINET, TRANSFORMER, ENCLOSURE, MOTOR CONTROLLER AND MINIMUM OF 10 FT ON CENTER FOR METALLIC RACEWAY AND AS REWIRED FOR NONMETALLIC RACEWAY. SPACING EQUIPMENT OR ACCESSORIES. PROVIDE ACCESSORIES TO SUIT. BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. THE ON-SITE THE LIKE. NAMEPLATES SHALL DESCRIBE THE NAME AND NUMBER OF EACH COMPONENT. SHALL BE 5 FT ON CENTER FOR MAREWAYS AND PER CODE AND AS NOTED FOR OTHERS. MOUNT SUPPORTS TO :. INSPECTION SHALL VERIFY EXISTING CONDUIT (SIZES. CLEAZlWCES. ETC) AND CONDITIONS. STRUCTURE MASONRY WITH TOGGLE BOLTS ON HOLLOW MASONRY. EXPANSION SHIELDS OR INSERTS IN CONCRETE C. BALLAST. CLASS P. HIGH POWER FACTOR, LOWEST AVAILABLE NEMA RATED NOISE LEVEL, ETt AND CBM APPROVED. ENERGY 2) GIBIE TAGS: TAG EACH CONDUCTOR PASSING THROUGH SPLICE OR PUW30X WITH A WHiTE LINEN TAG, INDICATING AND BRC3K, MACHINE SCREAMS ON METAL, BEAM CLAMPS ON FRAMEWORK. WOOD SCREWS ON WOOD, AND PAN SAVING TYPE. TRIGGER START FOR 24-INCH LAMPS AND RAPID START FOR 48-INCH. TWO LIMP BALASTS; NO THREE LAMP11 Q. INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND POINT OF ORIGIN AND TERMINATION OF THE CIRCUIT. THROUGH STRAPS IN METAL DECK. NAILS, RAWL PLUGS OR WOOD PLUGS SWILL NOT BE PERMITTED. WHERE BALLASTS, BALASTS SHALL L BE ADVANCE MAGNETEK, UNIVERSAL. OR EQUAL. ENGINEER. REQUIRED BY STRUCTURE. FURNISH THROUGH BOLTS AND FISHPLATES. R. THE FINAL ACCEPTANCE SWILL. BE MADE AFTER THE CONTRACTOR HIS ADJUSTED HIS EQUIPMENT. TESTED THE VARIOUS 3) INSERTS AND SUPPORTS: EXPOSED RACEWAYS SHALL BE RUN PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. PROVIDE CLEARANCE WITH D. CONTINUOUS ROW, TWO LAMP STRIP FIXTURES SHALL BE STAGGERED TYPE ii SYSTEMS. DEMONSTRATED TWAT IT FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED a. INSERTS: STEEL. SLOTTED 1YPE, FACTORY PAINTED. - SINGLE ROD: SIMILAR TO GRINNELL FIG. 281. - WATER, STEAM OR OTHER PIPING (MINIMUM 3 IN. SEPARATION FROM STEAM AND HOT WATER PIPES. EXCEPT 1 N. 11. TELEPHONE CONDUIT SYSTEM: ALL THE REWIRED CERTIFICATES OF INSPECTION AND APPROVAL MULTi-ROD: SIMILAR TO FEE AND MASON SERIES 9000 WITH END CAWS AND CLOSURE STRIPS - CUP FORM FROM PPE COVER AT CROSSINGS AND 18 IN. FOR PARALLEL RUNS). FOR HUNG CEILING OUTLETS, RUN IN HUNG NAILS FLUSH WITH INSERTS. - MAXIMUM LOADING 75 PERCENT OF RATING. COUNG AND CONNECT TO COUNG SUPPORT CHANNELS. IN MASONRY AND POURED CONCRETE, RUN VERTICALLY A. PROVIDE COMPLETE SYSTEM OR EMPTY CONDUIT, PULL BOXES. OUTLETS, SLEEVES AND FISH IBES. 2. SCOPE OF WORK: ONLY. I A SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR. MATERWS, EQUIPMENT. SERVICES AND FEES NECESSARY FOR b. SUPPORTS FROM BUN.DING CONSTRUCTION: INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY}. B. EQUIPMENT SHUT CONFORM TO REQUIREMENTS OF TFIEPHONE COMPANY. CAANTIIEVtER BRACKETS (NR OTHER MEANS. SUBMIT FOR REVIEW. MAINTAIN GROUNDING CONTINUITY OF INTERRUPTED METALLIC RACEWAYS WITH GROUND CONDUCTOR, AND IN FLEXIBLE T= COMPLETE AND SAFE INSTALLATION IN CONFORMITY WiTH THE NATIONAL ELECTRICAL CODE (NEC) AND ALL OTHER APPLICAABLE CONDUIT FOR FEEDERS AND MOTOR TERMINAL CONNECTIONS. C. OUTLETS SEAL BE: �, INDUSTRY. NATIONAL AND LOCAL CODES AND AUTFIORRIES WAVING JURISDICTION, AS INDICATED ON DRAWINGS AND HEREIN c. GROUPED UNES AND SERVICES: TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS. SPECIFIED. EMPTY RACENAYS OVER 10 FT LONG: PROVIDE FISH OR PULL WIRE, GALVANIZED OR NYLON ROPE 1) WALL: 4 IN. SQUARE WITH BUSHED (OVER PLATE d. WHERE BUILDING CONSTRUCTION IS INADEQUATE: PROVIDE ADDITIONAL FRAMING. SUBMIT FOR RENEW. B. THE CONTRAL"fOR SWILL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBItm FOR DRIGD STEEL CONDUIT SIiALL BE PERMITTED FOR FEEDERS AND BRANCH CIRCUITS. PAINT ME THREADS OF 2) FLOOR: GIST IRON WITH LOW TENSION FITTING. Y ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE G. PAINT SHALL BE THE BEST GRADE FOR ITS PURPOSE DELIVER IN ORIGINAL SE40 CONTAINERS AND APPLY IN FIE LD-THREADED CONDUIT WITH GRAPHITE-BASE PIPE COMPOUND AND BUTT CONDUIT ENDS. TOUCH UP MARRED : DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR OOCUPANCY OF SPACES ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS. COLORS SHALL L BE AS SELECTED BY ARCHITECT OR ENGINEER. UTILIZE SURFACES AND FEUD-CUT THREADS, CRC-COLD GALVANIZED. D. PROVIDE FESHWIRES IN RACEWAYS OVER 10 FT LONG. EMPTY CONDUIT SWU1. BE 1 IN. MINIMUM. FURNISH EMPTY CONDUIT BY OAYNER INCLUDED UNDER THE VARIOUS PARTS OF THE WORK. WHICHEVER ELATE IS EARLIER. THIS WORK SHALL BE DONE GALVANIZED IRON PRIMER ON PANEL AND PULL BOXES, AFTER FABRICATION. unLZE HOT DIPPED GALVANIZED OR DIPPED FROM OUTLET TO NEAREST ACCESSIBLE HUNG CEUNG. DO NOT SCALE PLANS i. EMT SFW L BE PERMITTED FOR BRANCH CIRCUITS ONLY IN DRY LOCATIONS, DRY WAILS. HUNG C OUNGS HOLLOW AS DIRECTED BY THE OWNER. THIS GUARANTEE SMALL ALSO PROVIDE THAT WHERE DEFECTS C>CCUR, THE CONTRACTOR WILL IN ZINC BASED PRIMER FOR: OUTLET BOXES, JUNCTION BOXES, CONDUIT HANGERS, RODS, INSERTS AND SUPPORTS. ZINC BLOCK MAILS AND FURRED SPACES. EMT SHALL NOT BE PERMITTED IN RAISED FLOORS. ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORT( OF OTHER TRADES AFFECTED BY BASED PRIMER WITH FINISH TO MATCH SURROUNDINGS SHILL BE USED FOR MARRED SURFACES OF STEEL EQUIPMENT AND N ... DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. RACEWAYS. A FlE1.D—APPLIED ZINC BASED PRIME WAIT SHALL BE UTILIZED FOR STEEL OR IRONWORK, I ,... FLEXIBLI STEEL CONDUIT SHALL BE UTILIZED FOR SHORT CONNECTIONS WHERE RIGID CONDUIT IS IMPRACTICAL FROM ARCHITECT OF RECORD C. THE CONTRACTOR SHALL GIVE NECESSARY NO110E, FILE DRAWINGS AND SPECIFICATIONS WiTH ALL DEPARTMENTS HAVING H. BRUSH AND CLEAN WORK PRIOR TO CONCEAUNG, PAINTING AND ACCEPTANCE. PAINTED EXPOSED WORK SOILED OR DAMAGED; OUTLET BOX 1O RECESSED LIGHTING FIXTURE: PROVIDE MINIMUM 4 FT AND MAXIMUM 6 FT LENGTHS. FOR FINAL JURISDICTION. OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE THE CLEAN AND REPAIR TO MATCH ADJOINING WORK BEFORE FINAL ACCEPTANCE REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF CONNECTION TO MOTOR TERMINAL BOX, TRANSFORMER AND OTHER VIBRATING EQUIPMENT: PROVIDE WiTH POLYVINYL T e rj e S e n Associates, Architect s CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY MATERUAL AND EQUIPMENT. SHEATHING AND GROUND CONDUCTOR. MINIMUM ALENGTH: 18 IN. WITH SLACK. CONNECT GROUND CONDUCTOR TO iil , AUTHORITIES AND PAY ALL CHARGES FOR SAME THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER ENCLOSURE OR RACEWAY AT EACH END. FOR EXPANSION JOINT OXMINGS, CROSS AT RIGHT ANGLES AND ANCHOR � 248 West 35th Street 11th Floor New York, NY 10001 BEFORE FINAL BIWNG, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL L FINAL LOCATIONS AND MOUNTING ORIENTATIONS OF ALL SWITCHES, RECEPTACLES AND LIGHT FIXTURES SHALL BE VERIFIED WITH ENDS. r REGULATIONS WHERE THEY APPLY TO THIS WORK. ARCHITECT, ¢ 212.239.1526 Fax: 212.736.7899r. i. CUT CONDUIT ENDS SQUARE. RFEM SMOOTH. PAINT MICE THREADS OF FIELD THREADED RACEWAYS WITH GRAPHITE BASE PPE COMPOUND. DRAW UP TIGHT WITH RACEWAY COUPLING. E-mail: info@terjesenarchitects.com p 3. SHOP DRAWINGS J. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. CC 1 A PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OE EQUIPMENT, CONTRACTOR SNAIL PROVER COMPLETE SETS 8. LOW—VOLTAGE DISTRIBUTION EQUIPMENT: ALL COUPLINGS SFW L BE THREADED COMPRESSION TYPE SET SCREW TYPE NOT PERMITTED. 11, ..:.,.,.,....:......,....,,<:,..: .:::>::::.:::::::::.::::,�,,,�........ �:.. ...; .... . ^ :: :.::: OF COORDINATED SHOP DRAWINGS OF ALL NEW AND EXISTING EQUIPMENT, INDICATING CAPACITY. DIMENSIONS AND SEQUENCE MECHANICALYENGINEER 1.i. OF OIPERAION FOR WRITTEN APPROVAL BY THE ARCHTTECi AND ENGINEER. A PROVIDE COMPLETE EQUIPMENT INCLUDING: SWITCHES, FUSES, CIRCUIT BREAKERS. PANELS AND TRANSFORMERS. IXPANSIXN FITTINGS SFWL BE INSTALLED AT RK;HT ANGLES WITH CUP JOINT CENTERED IN EXPANSION JOINT. PROVIDE A LENGTH OF RUN IN ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. PRESET FIRINGS SHALL L ALLM W� B. INDICATE ON EACH SHOP DRAWINGS SUBMITTED: B. ALL EQUIPMENT SHALL L CONFORM TO NEMA, ANSI AND IEEE STANDARDS. FOR TEMPERATURE VARIATION. RACEWAYS PASSING THROUGH FIRE—RATED CONSTRUCTION: SEA. OPENING WITH FIRE EP�' HO 1) PROJECT NAME AND LOCATION C. DISCONNECT SWITCHES SHALL BE FUSED OR NONFUSED AS NOTED. VOLTAGE SHALL BE AS REWIRED. SWITCHES SH A L BE . ,: SEALANT, 110 William Street 32nd Floor New York; NY 10038 2) NAME OF ARCHITECT AND ENGINEER HEAVY DUTY. EXCEPT AS NOTED, AND HORSEPOWER RATED FOR MOTOR LOADS. TOGGLE TYPE SWITCHES SHAL BE NONFUSED, d. ERECT WALL AND SWITCH OUTLETS IN ADVVANCE OF FURRING AND FIREPROOFING. OUTLET BOXES SHALL BE SET 212.257.6190 Fax: 212.994.8091 3) ITEM IDENTIFICATION LOAD BREAK. HAVING KNIFE—BLADE TYPE SWITCHES SHAL BE LOAD BREAK, QUICK—MAKE—QUICK— BREAK, UL CLASS R UP TO SQUARE TRUE WITH BOLDING FINISH. SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRON OR GROUT www.EPENGINEERING.com1. 4) /IPPR0IVAL STAMP OF PRIME CONTRACTOR 600 AMP. MAXIMUM RATING EXCEPT AS NOTED SHALL L BE 800 AMP. ARC QUENCHERS SHILL. BE PROVIDED. SWITCHES SRW. IN WiTH MASONRY. VERIFY OUTLET LOCATIONS IN FINISHED SPACES WITH ARCHITECTURAL. DRAWINGS OF INTERIOR BE SIMILAR TO GENERAL ELECTRIC QMR. Nl SWITCH ENCLOSURES SHA L BE DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED. DETAILS AND FINISHES PROVIDE BARRIERS BETWEEN SWITCHES CONNECTED TO DIFFERENT PHLASES FOR VOLTAGES ......... . _... ......... ............ ........... ._.... .., .. -.....-......I........_^...._ .............^_v._.w^.._^.--,.__.- C. SUBMISSIONS: EXCEED14C 150 VOLTS TO GROUND. p STRUCTURAL ENGINEER D. FUSES 1) SiUBMISSIONS 11 IN. X 17 IN. OR SMALLU]R: IF THE SUBMISSION 15 A CATALOG CUT, THEN THE CONTRACTOR SHALL e. PANE], JUNCTION AND PULL BOXES SFWL BE LOCATED CLEAR OF OTHER TRIES. CONCEAL JUNCTION AND PULL Engineering Firm 1) CIRCUIT 601 TO 6000 AMPERES SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMANN LOW-PEAK BOXES N FINISHED SPACES. WHERE NECESSARY REROUTE RACEWAYS OR MAKE OiHER ARRANGEMENTS FOR S1BMIT ONE OIIGINAL AND Two COPIES oTHER911sE, HE SWu1 SUBMIT 1HREE COPIES THE AIRCHiTECT MALL FORWARD TIME-DELAY FUSES KRP-C (AMP)SP, CLASS L LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES CONCEALMENT. BOXES SFHIALL BE ACCESSIBLE SUPPORT BOXES FROM BUILDING STRUCTURE. INDEPENDENT OF _: Address 1NE ORIGINAL AND ONE COPA' (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER. ALL CATALOG CUTS CONDUIT. PROVIDE FLOOR TO- CEILING CHANNELS FOR MOUNTING ON DRYWALL AND LIGHTWEIGHT CONSTRUCTION. RMS SYMMETRICAL Phone Fax: 0. OUTLET BOXES FOR FOITURES RECESSED IN HUNG CEILINGS SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY SUBMISSIONS 2) CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT UMTiENG BUSSMANI LOW-PEAKA OF FIXTURE SECURE TO BLACK IRON SUPPORT. MOTOR TERMINAL BOXES: COORDINATE WTIN MOTOR E-mail: 2) SUBMISSIONS LARGER THAN 11 IN. X 17 IN: SUBMIT TWO PRINTS AND ONE PAPER SEPIA TO THE ARCHITECT. THE BRANCH CIRCUIT CONDUIT AND WIRING, ADD BOX VOLUME WHERE REWIRED. OVAL-ELEMENT TIME-DELAY (AMP)SP (25OV) /IPS-RK (AMP)SP {600V} OR LPJ (AMP)SP (60OV) (UL LPN-RK CLASS ': �:. ..., =':: ;.::-::r:. _ ,.,°. ..::: :%. ..,:y ..<:..M....r:: :<:�:.: . ..: ^. .. :. . (ARCHITECT WILL FORWARD ONE PRINT AND THE PIER SEPIA TO THE ENGINEER RK1 OR CLASS J), AND BE LISTED BY UL WITH AN INTERRUPTING RATING OF 300.000 AMPERES RMS SYMMETRICAL. f. FIRE SEAJJANTS: PROVIDE FOR RACEWAYS AND WIRE PASSING THOROUGH FLOOR SOOTS, SLEEVES OR OPENINGS IN PROJECT D. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: FIRE-PARTITIONS ROOMS. 3) MOTOR CIRCUITS - ALL INDIVIDUAL MOTOR CIRCUITS WITH FULL LOAD AMPERE RATINGS (FILA) OF 480 AMPERES OR LESS 1) SVII IS SHALL L BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMANN LOW—PEAK DUAL— ELEMENT TIME—DELAY 9. PERFORMi CONTINUITY TESTS OF RESISTANCE OF-FEEDER CONDUITS FROM SERVICE TO POINT OF FINAL DISTRIBUTION S O U T H O L D A S C 2) FUSES LPN—RK (AMP)SP (250V} /LPS—RK (AMP)SP (600V) OR LPJ (AMP)SP (60OV) (UL CLASS RK1 OR CLASS J), AND BE USING 1 CONDUCTOR RETURN. MAXIMUM RESISTANCE SHALL L EE 25 OHMS. 3) CIRCUIT BREAKERS LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES RMS SYMMETRICAL 700 B O I S S EA U AVENUE L 4) F'ANELBOARDS (INCLUDING DIMENSIONS, SCHEDULES, AND CATALOG CUTS). 8. WIRE AND CABLE: 5) 1RAN�PFORMERS 4) ALL FUSES SHALL BE PROVIDED BY SAFE MANUFACTURER. SOUTHOLD, NY A PROVIDE WIRE AND CABLE COMPLETE WITH ACCESSORIES. SIZE REFERENCE SHALL BE AWG EXCEPT AS NOTED. ;:: 6 FACEWAYS 5) PROVIDE 1 SPACE MATCHING FUSE FOR EACH SET OF 3. 7) WORE AND CABLE B. CONDUCTORS SHALL BE COPPER, ASTM STANDARD SOLID (NO. 10 AND SMALLER) OR STRANDED (NO. 8 AND LARGER). .�- ,�;,::. ..::,�- :r:...:.�,«.„::�..':.,...:..::m,.�..,:.^ta��-�. ..",-:... ..:, ':..... ,.. " _"�`..:::: I 8) WALL SNITS E. CIRCUIT BREAKERS: MOLDED CASE BREAKERS SHALL. BE THERMAL- MAGNETIC. QUICK-MAKE-QUICK-BREAK, BOLT-ON TYPE. GENERAL USE =NG SHALL BE NO. 12 MINIMUM. AT 120 VOLTS AND OVER 100 FT CIRCUIT LENGTH PROVIDE NO. 10 DRAWING TITLE 9) INSERTiON RECEPTACLES MANUALLY OPERATED WiTH INSULATED TRIP-FREE MOLE. MULTi-POLE TYPE BREAKERS SFW/ CONTAIN INTERNAL TRIP BAR. MINIMUM. AT 265 VOLTS AND OVER 200 FT CIRCUIT LENGTH PROVIDE NO. 10 MINIMUM. €; 10) MOMENTARY CONTACT SWITCHES TERMINALS SHALL BE SUITABLE FOR COPPER OR ALUMINUM CABLE. FURNISH AUXILIARY DEVICES WHERE REWIRED FOR k ELECTRICAL 11) LIME SWITCHES SHUNT-TRIPPING. OPEN AND CLOSE MOTOR OPERATOR AND ALARM INDICATION. ENCLOSURES SHALL BE DEAD FRONT, NEMA CONTROL AND ALARM CABLING, EXCEPT AS NOTED, SHALL BE NO. 14 MINIMUM. AT 120 VOLTS AND OVER 200 FT CIRCUIT F 2) iRANSFER SWITCHES TYPE 1, EXCEPT AS NOTED. FRAMES, IC AND INTERCHANGEABLE TRIPS SHALL IE AS FOLLOWS, UNLESS OTHERWISE NOTED: LENGTH PROVIDE No. ,2 MINIMUM. S P E C I F I C AT i O N S 13) SURFACE META. RACEWAY OTHER VOLTAGES MID PHASES: ADJUST CABLE SIZING A5 REWIRED TO MNNTNN VOLTAGE INCREASE RACEWAY SIZES FOR 14) LIGHTING FIXTURES. 1) 120 VOLTS, 100—IMP FRAME 10.000 LAMPS, 1 POLE LARGER WIRE AS REWIRED. (1 OF 4) 4. AS-BUILT DRAWINGS AND EQUIPMENT OPERATIONAL INSTRUCTiONS 2) 240 VOLTS, 100-AMP FRAME 18,000 AMPS, 2 AND 3 POLES LL BEC. INSULATION SHALL RUBBER AND THERMOPLASTIC MEETING ASTM AND IPCEA STANDARDS. TYPE THIN OR THAN SBE LiTIUZED FOR FEEDERS AND BRANCH CIRCUITS EXCEPT AS NOTED. TYPE SFF-2 SFWL BE UTILIZED FOR BRANCH CIRCUITS - M µ:�� x A UPON COMPLETION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS AND EQUIPMENT MANUALS 3) 277 VOLTS, 200-AMP FRAME 50,010 AMPS, 2 AND 3 POLES WITH ISE TRIP. LOCATED IN MIRING CHANNELS OF CONTINUOUS FLUORE'9CENT FIXTURES AND IN AMBIENT TEMPERATURES OVER 90 DEG. °. AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED DATE UNDER THIS CONTRACT. 4) 277 VOLTS, 100-AMP FRAME 14.000 AMPS, 1 POLE FOR UNGROUNDEE ISOLATED BRANCH CIRCUITS PROVIDE CROSS-LINKED POLYETHYLENE INSUATION (TYPE XH%. �1 7/7/17 B. THESE: INSTRUCTIONS SHALL BE TYPED ON 8-1/2 N. X 11 IN. PAPER AND BOUND IN THREE RING BINDERS WiTH CLEAR 5) 480 VOLTS, 100—AMP FRAME: 20.000 AMPS, 2 AND 3 POLES. D. ARMORED CABLE ABX) MAY BE UTILIZED FOR BRANCH CIRCUITS IN DRY HOLLOW LOCATIONS, HUNG COUNGS, AND BLOCK PROJECT NUMBER ACETATE COVERS. CONiRAC'TOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE WAILS. WHEN USED IN LIEU OF WILING IN CONDUIT STATE IN PROPOSAL. THAT PRICE IS BASED UPON THE USE OF BX. ENGINEER. F. DISTRIBUTION PONTIS SWITCHING UNITS SWUL BE 3 PHV►SE, 4 WIRE CIRCUIT—BREAKER TYPE UNLESS OTHERWISE NOTED ON 2017.025 PANEL SCHEDULES. BUS BARS SHALL BE Hi RD DRAWN COPPER, MINIMUM 98 PERCENT CONDUCTIVITY, SILVER OR TIN—PLATED E COLOR CODING SHALL BE AS FOLLOWS: 1 I 11 C. THE INSTRUCTION BOOKLET SMALL BEAR THE NAME. ADDRESS AND TELEPHONE NUMBER OF THE PROJECT, ARCHITECT AND JOINTS. CABINETS SHALLE ELL L BE GALVANIZED SHEET STBACK BOX, WiTH DOOR AND TRIM AND LAPPED AND WELDED CORNERS. DRAWN BY ENGINEER. HARDWARE SHALL L BE CHROME—PLATED WITH FLUSH LOCK/LATCH HANDLE ASSEMBLY (UP TO 48 IN. HIGH DOORS) OR VAULT 1) 120/208 VOLT SYSTEM: � JV INANDI E. LOCK AND 3—POINT CATCH (LARGER THAN 48 IN. HIGH DOORS). HINGES SHALL BE SEMI—CONCEALED, 5—KNUCKLE BLACK FOR A PHEIISE . D. REPRODUCIBLE "AS—BUILT" DRAWINGS SHALL BE PROVIDED INDICATING THE AS INSTALIID CONDITIONS OF THE WORK. STEEL. WITH NONFERROUS PINS, 180—DEG OPENING, LOCATED A MAXIMUM 26 IN. ON CENTERS. MINIMUM GUTTER SPACES FOR RED FOR B PHASE ..: 'ED ARS,+ SCALE i. 'AS—EI11LT" DRAWINGS SHALL L BE PROVIDED TO THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. LIGHTING PANELS SHALL BE 5-3/4 N. SIDES, TOP AND BOTTOM. DIRECTORY HOLDER SHALL BE METAL. FRAME WITH CLEAR BLUE FOR C PHASE .� /X/ PLASTIC, TRANSPALRENIT COVER. A TYPEWRITTEN LIST INDICATING FEEDER CABLE AND CONDUIT SIZE, CIRCUIT NUMBERS, OUTLETS �� " � , Aj �� AS NOTED I. 5. GENERAL PROVISIONS FOR E LECTRICJIL WORK: SUPPLIED AND THEIR LOCATIONS SHALL BE PROVIDED. 2) 265/460 VOLT SYSTEM: -" ' 4 �,A Com I 7.V. BROWN FOR A PHASE a U DRAWING NUMBER A SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS "THE G. TRANSFORMERS SWILL BE OPEN-VENTILATED, DRY TYPE, CLASS H INSULATION, 1150 TEMPERATURE RISE:. WINDINGS SHALL BE ORANGE FOR B PHASE m WNTFUACTOR SHALL,' 'SHWA BE~' "FURNISH,' 'PROVIDE.' "A.' 'THE,' AND "ALL' HAVE BEEN OMITTED FOR BREVITY. COPPER. PRIMARY AND SECONDARY VOLTAGES SHALL BE AS NOTED. PRIMARY TAPS (6-2 1/2X TAPS, 2 ABOVE AND 4 BELOW YELLOW FOR C PHASE * RATED VOLTAGE) SHALL lE PROVIDED. ADJUST FOR REQUIRED VOLTAGE HARMONIC CAPABILITY SHALL BE PIIS'. B. DEFNITiONS: 'P,*`A 0 6 y0 ■ o�T� :. Y ::: :1.1 =: SEAL SHEETNO: 14 OF 17 w .: wu, m „... . . " ; - �r ,,,. a . .. �vi � :£�:.` ::i:M: �: :.. . .a� `... n. ..... y. tan aar x: ",. ,. fi " r : : w . ,...;.= £. d ,:.. � pom ..,( . .. .. .:: . . �::::: : . v • *% : . YRtw. : ....x.... .. :2 ......... ,h. e: .... .:, ..:ax.. ... .. ........ .......... ...... .. n::.. .... ...v... .., .:.:.:. ........ .r „ ..`E.,.v 3: ...... .n\Rfi'. .sem vv.. z ::::� .::::.::: ... :..., ..,...... .., .':A"�. ...... /w.. .,..C. , ,.\ .... ... .. :.v'::... ': '.`i:,. ..... ..... .... .. .. ..., k , ::NC' " ..�... ':o-S'i'w'i' ...... Y'! At.: .... ........ , .. ... ....... .......... ....... ..... ......:.. v.. ......... ......... .......c .x t ... '>sii. %:S:': ..:Tfi.. "'s:::"�:kf! .."K r'..` "'tC'3?:a, :. ... ......... ..... .. ............. ...... ......:.. .....� ..... s 6 A' SECTION 16231 J. TORSIONAL ANALYSIS TO VERIFY THAT THE GENERATOR SET IS FREE OF HARMFUL 6. THE ENGINE SHALL HAVE A MINIMUM OF 6 CYUNDERS. AND BE UQUID-COOLED BY GENERATOR, THE CONTROL MUST BE ABLE TO BE MOUNTED IN ANY OF 4 PACKAGED ENGINE GENERATOR TORSIONAL STRESSES. A UNIT-MOUNTED RADIATOR. BLOWER FAN, WATER PUMP, AND THERMOSTATS. THIS ORIENTATIONS FOR EASE OF VIEWING. PART 1 = i111EBAL k. ENDURANCE TESTING. SYSTEM SHALL PROPERLY COOL THE ENGINE WITH UP TO 0.5 INCHES H2O STATIC C. HARDWARE REQUIREMENTS M. 'I"NA' ORTH FORK ::.s 1.01 RELATED DOCUMENTS B. PRODUCTION TESTS PRESSURE ON THE FAN IN AN AMBIENT TEMPERATURE UP TO 105.17/40-C. 1. THE CONTROL SHALL HAVE A RUN-OFF/RESET-AUTO THREE-POSITION SELECTOR 11* A DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND 1. FINAL PRODUCTION TEST'S: EACH GENERATOR SET SHALL BE TESTED UNDER VARYING 7. THE ENGINE SHALL BE EPA CERTIFIED. SWITCH. IF REQUIRED, IN THE PLANS AND SPECS, A VERSION OF THE CONTROL .. i SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS LOADS WITH GUARDS AND EXHAUST SYSTEM IN PLACE TESTS SHALL INCLUDE C. LUBRICATION SYSTEM: THE FOLLOWING ITEMS ARE MOUNTED ON ENGINE OR SKID: SFIAl HAVE A KEY OPERATED SELECTOR SWITCH. `:i . . .. .. . . .. ..... . ... ............... .............. .............. ..... .. .. .. . . .. .. SECTION. 2. SINGLE-STEP LOAD PICKUP. 1. FILTER AND STRAINER: RATED TO REMOVE 90 PERCENT OF PARTICLES 5 2. A CONTROLLER MOUNTED LATCH TYPE EMERGENCY STOP PUSH BUTTON MUST BE 1.02SUMMARY 3. TRANSIENT AND STEADY--STATE GOVERNING. MICROMETERS AND SMALLER WHILE PASSING FULL FLOW. SUPPLIED. A THIS SECTION INCLUDES PACKAGED DIESEL-ENGINE GENERATOR SET FOR EMERGENCY 4. SAFETY SHUTDOWN DEVICE TESTING. 2. THERMOSTATIC CONTROL VALVE: CONTROL FLOW IN SYSTEM TO MAINTAIN OPTIMUM 3. R SHALL BE POSSIBLE TO ADJUST ALTERNATOR OUTPUT VOLTAGE AT THE CONTROL POWER SUPPLY WITH THE FOl10WING FEATURES: 5. VOLTAGE REGULATION. OIL TEMPERATURE. UNIT SHALL BE CAPABLE OF FULL FLOW AND IS DESIGNED TO 4. FIVE INDICATING LIGHTS: 1. DIESEL ENGINE GENERATOR SET. 6. RATED POWER O 0.8 PF. BE FAIL-SAFE. a. SYSTEM READY - GREEN. �' SC LLC 7 2. BATT17RY CHARGER. 7. MAXIMUM POWER. 3. CRANKCASE DRAIN: ARRANGED FOR COMPLETE GRAVITY DRAINAGE TO AN EASILY b. NOT IN AUTO - YELLOW. " 700 BOISSEAU AVE, SOUTHOLD, NY . 3. SOUND ATTENUATING MUFFLER (SUM UNE COOL SUPER CRITICAL). 8. UPON REQUEST, ARRANGEMENTS TO EITHER WITNESS THIS TEST WILL BE MADE, OR A REMOVABLE CONTAINER WITH NO DISASSEMBLY AND WITHOUT USE OF PUMPS, c. PROGRAMMING MODE - YELLOW. �: :..... .... .... .... ....r.;^.'�".,,. .)�A:R;tFAb4'0'.......::.;t�hv........::::::;::::::.....::::4':::: ::rtlt.: .RL`R�`.: +,....getiCrinYH..> ..... 4. UNTI--MOUNTED COOLING SYSTEM. CERTIFIED TEST RECORD WILL BE SENT PRIOR TO SHIPMENT. SIPHONS, SPECIAL TOOLS, OR APPLIANCES. d. SYSTEM WARNING - YELLOW. 5. UNIT--MOUNTED CONTROL AND MONITORING. C. PRODUCTION TESTS D. ENGINE FUEL SYSTEM: e. SYSTEM SHUTDOWN - RED. 6. PERFORMANCE REQUIREMENTS FOR SENSITIVE LOADS. 1. SITE TESTS: AN INSTALLATION CHECK, START-UP, AND BUILDING LOAD TEST SHALL 1. MAIN FUEL PUMP: MOUNTED ON ENGINE PUMP ENSURES ADEQUATE PRIMARY FUEL 5. LIGHTED DISPLAY WITH TWO LINES OF 20 ALPHANUMERIC CHARACTERS FOR 7. ENGINE BLOCK HEATER. BE PERFORMED BY THE MANUFACTURER'S LOCAL REPRESENTATIVE. THE ENGINEER, FLOW UNDER STARTING AND LOAD CONDITIONS. MESSAGES. PANEL LIGHTS MUST BE SUPPLIED AS STANDARD. B. OUTDOOR ENCLOSURE (SKIN TIGHT. WEATHER PROOF). REGULAR OPERATORS, AND THE MAINTENANCE STAFF SHALL BE NOTIFIED OF THE 2. RELIEF-BYPASS VALVE: AUTOMATICALLY REGULATES PRESSURE IN FUEL UNE AND 6. SIXTEEN POSITION SNAP ACTION SEALED KEYPAD FOR MENU SELECTION AND DATA 9. DAY TANK TIME AND DATE OF THE SITE TEST. THE TESTS SHALL INCLUDE RETURNS EXCESS FUEL TO SOURCE _ ENTRY. t 10. REMOTE ANNUCIATDR. 2. FUEL, LUBRICATING OIL., AND ANTIFREEZE SHALL BE CHECKED FOR CONFORMITY TO E. COOLANT JACKET HEATER: ELECTRIC-IMMERSION TYPE, FACTORY INSTALLED IN COOLANT 7. FOR EASE OF USE. AN OPERATING GUIDE MUST BE ON THE CONTROLLER FACEPLATE, B. RELATED SECTIONS INCLUDE THE FOLLOWING: THE MANUFACTURER'S RECOMMENDATIONS, UNDER THE ENVIRONMENTAL CONDITIONS JACKET SYSTEM. COMPLY WITH NFPA 110 REQUIREMENTS FOR LEVEL 1 EQUIPMENT FOR 8. AN AUDIBLE ALARM MUST BE SUPPLIED IN THE CONTROL � �_ 1. DIVISION 16 SECTION "TRANSFER SWITCHES' FOR TRANSFER SWITCHES INCLUDING PRESENT AND EXPECTED. HEATER CAPACITY. D. CONTROL FUNCTIONAL REQUIREMENTS I \ SENSORS AND RELAYS TO INITIATE AUTOMATIC-STARTING AND -STOPPING SIGNALS 3. ACCESSORIES THAT NORMALLY FUNCTION WHILE THE SET IS STANDING BY SHALL BE F. GOVERNOR: ADJUSTABLE ISOCHRONOUS. WITH SPEED SENSING. 1. FIELD PROGRAMMABLE TIME DELAY FOR ENGINE START. ADJUSTMENT RANGE, 0-5 FOR ENGINE-GENERATOR SETS. CHECKED PRIOR TO CRANKING THE ENGINE. THESE SHALL INCLUDE: BLOCK G. COOLING SYSTEM: CLOSED LOOP, LIQUID COOLED. WITH RADIATOR FACTORY MOUNTED ON MINUTES IN 1 SECOND INCREMENTS. t 1.03DEFINMONS HEATERS, BATTERY CHARGER. GENERATOR STRIP HEATERS, REMOTE ANNUNCIATOR. ENGINE-GENERATOR-SET MOUNTING FRAME AND INTEGRAL ENGINE-DRIVEN COOLANT 2. FIELD PROGRAMMABLE TIME DELAY ENGINE COOLDOWN. ADJUSTMENT RANGE, 0-10 A OPERATIONAL BANDWIDTH: THE TOTAL VARIATION FROM THE LOWEST TO HIGHEST VALUE ETC. PUMP. MINUTES IN 1 SECOND INCREMENTS. OF A PARAMETER OVER THE RANGE OF CONDITIONS INDICATED. EXPRESSED AS A 4. START-UP UNDER TEST MODE TO CHECK FOR EXHAUST LEAKS, PATH OF EXHAUST 1. COOLANT: SOLUTION OF 50 PERCENT ETHYLENE-GLYCOL-BASED ANTIFREEZE AND 50 3. R SHALL BE POSSIBLE TO START THE GENERATOR AND RUN R AT AN IDLE SPEED ` PERCENTAGE OF THE NOMINAL VALUE OF THE PARAMETER. GASES OUTSIDE THE BUILDING. COOLING AIR FLOW. MOVEMENT DURING STARTING AND PERCENT WATER, WITH ANTICORROSION ADDITIVES AS RECOMME4DED BY ENGINE DURING WARM-UP. THE IDLE TIME MUST BE USER ADJUSTABLE ENGINE COOL : 1.04SUBMITTALS STOPPING, VIBRATION DURING RUNNING, NORMAL AND EMERGENCY UNE-TO-UNE MANUFACTURER. DOWN AT IDLE MUST ALSO BE AVAILABLE. REQUIRED FOR ECM EQUIPPED ENGINES A PRODUCT DATA: FOR EACH TYPE OF PACKAGED ENGINE GENERATOR INDICATED. VOLTAGE AND FREQUENCY, AND PHASE ROTATION. 2. SIZE OF RADIATOR: ADEQUATE TO CONTAIN EXPANSION OF TOTAL SYSTEM COOLANT ONLY. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, AND FURNISHED SPECIALTIES 5. AUTOMATIC START-UP BY MEANS OF SIMULATED POWER OUTAGE TO TEST FROM COLD START TO 110 PERCENT LOAD CONDITION. 4. REAL TIME CLOCK AND CAL.END AR FOR TIME STAMPING OF EVENTS. I AND ACCESSORIES. IN ADDITION, INCLUDE THE FOLLOWING: REMOTE-AUTOMATIC STARTING. TRANSFER OF THE LOAD, AND AUTOMATIC SHUTDOWN. 3. EXPANSION TANK: CONSTRUCTED OF WELDED STEEL. PLATE AND RATED TO 5. OUTPUT WITH ADJUSTABLE TIMER FOR AN ETHER INJECTION STARTING SYSTEM. 01 1. THERMAL DAMAGE CURVE FOR GENERATOR. PRIOR TO THIS TEST, ALL TRANSFER SWITCH TIMERS SHALL BE ADJUSTED FOR WITHSTAND MAXIMUM CLOSED-LOOP COOLANT SYSTEM PRESSURE FOR ENGINE USED. ADJUSTMENT RANGE. 0-10 SECONDS. 2. TIME-CURRENT CHARACTERISTIC CURVES FOR GENERATOR PROTECTIVE DEVICE PROPER SYSTEM COORDINATION. ENGINE COOLANT TEMPERATURE, OIL PRESSURE. EQUIP WITH GAGE GLASS AND PETCOCK. 6. OUTPUT FOR SHEDDING OF LOADS IF THE GENERATOR REACHES A USER B. THE SUBMITTAL SHALL INCLUDE PROTOTYPE TEST CERTIFICATION AND SPECIFICATION AND BATTERY CHARGE LEVEL ALONG WITH GENERATOR VOLTAGE. AMPERES, AND 4. TEMPERATURE CONTROL: SELF-CONTAINED, THERMOSTATIC-CONTROL VALVE PROGRAMMABLE PERCENTAGE OF ITS KW RATING. LOAD SHED MUST ALSO BE �: i SHEETS SHOWING ALL STANDARD AND OPTIONAL ACCESSORIES TO BE SUPPLIED. FREQUENCY SHALL BE MONITORED THROUGHOUT THE TEST. AN EXTERNAL. LOAD MODULATES COOLANT F1.DYV AUTOMATICALLY TO MAINTAIN OPTIMUM CONSTANT ENABLED IF THE GENERATOR OUTPUT FREQUENCY FALLS BELOW 59 HZ (60 HZ 7 SCHEMATIC WIRING DIAGRAMS, DIMENSION DRAWINGS, AND INTERCONNECTION DIAGRAMS BANK SHALL BE CONNECTED TO THE SYSTEM IF SUFFICIENT BUILDING LOAD IS COOLANT TEMPERATURE AS RECOMMENDED BY ENGINE MANUFA:TURER. P IDENTIFYING BY TERMINAL NUMBER, EACH REQUIRED INTERCONNECTION BETWEEN THE UNAVAILABLE TO LOAD THE GENERATOR TO THE NAMEPLATE KW RATING. 5. COOLANT HOSE: FLEXIBLE ASSEMBLY WITH INSIDE SURFACE OF NONPOROUS RUBBER PROGRAMMABLE OR 49 HZ (50 HZ SYSTEM). ;Z 7. PROGRAMMABLE CYCLIC CRANKING THAT ALLOWS UP TO SIX CRANK CYCLES AND UP AND OUTER COVERING OF AGING-, ULTRAVIOLET-, AND ABRASgN-RESISTANT FABRIC. GENERATOR SET, THE TRANSFER SWITCH, AND THE REMOTE ANNUNCIATOR PANEL IF R IS 1.07PROJECT CONDITIONS TO 45 SECONDS OF CRANK 11ME PER CRANK CYCLE :. INCLUDED ELSEWHERE IN THESE SPECIFICATIONS. A INTERRUPTION OF ELECTRICAL SERVICE: DO NOT INTERRUPT ELECTRICAL SERVICE TO a. RATING: 50-PSIG (345-KPA) MAXIMUM WORKING PRESSURE WITH COOLANT AT 8. THE CAPABILITY TO REDUCE CONTROLLER CURRENT BATTERY DRAW, FOR : ,....,; , � :. - .._ . .... :: ..: :.. ...:.�.::....,, ,�. .,,; .. ..:.., :. .. C. SHOP DRAWINGS: DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS. WEIGHTS, FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING 180 DEG F (82 DEG C). AND NONCOLLAPSIBLE UNDER VACUUM. APPLICATIONS WHERE NO CONTINUOUS BATTERY CHARGING IS AVAILABLE. MUST BE LOADS. REQUIRED CLEARANCES. METHOD OF FIELD ASSEMBLY, COMPONENTS, AND CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY ELECTRICAL b. END FITTINGS: FLANGES OR STEEL PIPE NIPPLES WITH CLAMPS TO SUR PIPING PROVIDED. THE CONTROLLER VACUUM FLUORESCENT INSPLAY SHOULD : ISSUE: LOCATION AND SIZE OF EACH FIELD CONNECTION. SERVICE ACCORDING TO REQUIREMENTS INDICATED: AND EQUIPMENT CONNECTIONS. AUTOMATICALLY BE TURNED OFF AFTER 5 MINUTE'S OF NO CONTROLLER ACTIVITY, H. MUFFLER SILENCER: CRITICAL TYPE. SIZED AS RECOMMENDED BY ENGINE MANUFACTURER 9. THE CONTROLLER FIRMWARE MUST PROVIDE ALTERNATOR PROTECTION FOR OVERLOAD 3• 1. DIMO�SIONED CURIAE PIAN AND ELEVATION DRAWINGS OF ENGINE-GENERATOR SET 1. NOTIFY ENGINEER NO FEWER THAN TWO WEEKS IN ADVANCE OF PROPOSED / DESCRIPTION DATE BY AND OTHER COMPONENTS SPECIFIED. INTERRUPTION OF ELECTRICAL SERVICE. AND SELECTED WITH EXHAUST PIPING SYSTEM TO NOT EXCEED ENGINE MANUFACTURER'S AND SHORT CIRCUIT MATCHED TO EACH INDIVIDUAL ALTERNATOR AND DUIY CYCLE. 2. DESIGN CALCULATIONS: SIGNED AND SEALED BY A QUAUFIED PROFESSIONAL 2. DO NOT PROCEED WITH INTERRUPTION OF ELECTRICAL. SERVICE WITHOUT ENGINEER'S ENGINE BACKPRESSURE REQUIREMENTS. 10. A f 0.25% DIGITAL VOLTAGE REGULATOR MUST BE INCORPORATED INTO THE ISSUED TO DOH 05.03.17 CP P. ENGINEER. CALCULATE REQUIREMENTS FOR SELECTING VIBRATION ISOLATORS AND WRITTEN PERMISSION. 1. MINIMUM SOUND ATTENUATION OF 25 DB AT 500 HZ. CONTROLLER SOFTWARE. NO SEPARATE VOLTAGE REGULATOR IS ACCEPTABLE THE SEISMIC RESTRAINTS AND FOR DESIGNING VIBRATION ISOLATION BASES. B. ENVIRONMENTAL CONDITIONS: ENGINE-GENERATOR SYSTEM SHAT WITHSTAND THE 2. SOUND LEVEL. MEASURED AT A DISTANCE OF 10 FEET (3 M) FROM EXHAUST DIGITAL VOLTAGE REGULATOR MUST BE APPLICABLE ON SINGLE OR THREE PHASE ISSUED FOR CONSTRUCTION 05.05.17 CP 3. VIBRAATION ISOLATION BASE DETAILS: SIGNED AND SEALED BY A QUALIFIED FOLLOWING ENVIRONMENTAL CONDITIONS WITHOUT MECHANICAL OR ELECTRICAL DAMAGE OR DISCHARGE AFTER INSTALLATION IS COMPLETE SHALL BE 85 DBA OR LESS. SYSTEMS. ISSUED FOR ADDENDUM 1 05.19.17 CP PROFESSIONAL ENGINEER. DETAIL FABRICATION. INCLUDING ANCHORAGES AND DEGRADATION OF PERFORMANCE CAPABILITY: I. AIR-INTAKE FILTER: STANDARD-DUTY, ENGINE-MOUNTED AIR CLE MER WITH REPLACEABLE 11. R MUST BE POSSIBLE TO EXERCISE THE GENERATOR BY PROGRAMMING A RUNNING ATTACHMENTS TO STRUCTURE AND TO SUPPORTED EQUIPMENT. INCLUDE BASE 1. AMBIENT TEMPERATURE: MINUS 15 TO PWS 40 DEG C. TIME INTO THE CONTROLLER. THIS FEATURE MUST ALSO BE ENABLED THROUGH THEi. DRY-FILTER ELEMENT AND TIME FILTER INDICATOR. PLUMBING UPDATES 06.13.17 CP ' WEIGHTS. 2. RELATIVE HUMIDITY: 0 TO 95 PERCENT. PC SOFTWARE. 4. WIRING DIAGRAMS: POWER. SIGNAL, AND CONTROL WIRING. 3. ALTITUDE: SEA LEVEL TO 1000 FEET. J. STARTING SYSTEM: 12 V ELECTRIC. WITH NEGATIVE GROUND. E. AUTOMATIC STARTING SYSTEM SEQUENCE OF OPERATION: WHEN MODE-SELECTOR SWITCH 1. COMPONENTS: SIZED SO THEY WILL NOT BE DAMAGED DURING A FULL REVISED PER DOH COMMENTS 07.11.17 CP D. MANUFAACIURER SEISMIC QUALIFICATION CERTIFICATION: SUBMIT CERTIFICATION THAT 1.08000RDINATION ON THE CONTROL AND MONITORING PANEL IS IN THE AUTOMATIC POSITION, ENGINE-CRANKING CYCLE WITH AMBIENT TEMPERATURE AT MAJXMUM SPECIFIED INI. ENGINE-GENERATOR SET, BATTERIES, BATTERY RACKS, ACCESSORIES, AND COMPONENTS A COORDINATE SIZE AND LOCATION OF CONCRETE t31ASE FOR PACKAGE ENGINE GENERATOR. REMOTE-CONTROL CONTACTS IN ONE OR MORE SEPARATE AUTOMATIC TRANSFER ISSUED FOR DOB APPROVAL 03.23.18 CP PART 1 "PROJECT CONDITIONS ARTICLE WILL WITHSTAND SEISMIC FORCES DEFINED IN SECTION 16030 "MBRATION ISOLATION AND CAST ANCHOR-BOLT INSERTS INTO BASE COORDINATE CONCRETE. REINFORCEMENT, AND SWITCHES INITIATE STARTING AND STOPPING OF GENERATOR SET. WHEN MODE-SELECTORL. 2. CRANKING MOTOR: HEAVY-DUTY UNIT THAT AUTOMATICALLY ENGAGES AND RELEASES SEISMIC RESTRAINTS.' INCLUDE THE FOLLOWING: FORMVIORK REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. FROM ENGINE FLYWHEEL WITHOUT BINDING. SWITCH IS SWITCHED TO THE ON POSITION. GENERATOR SET STARTS. THE OFF POSITION i. 1. BASIS FOR CERTIFICATION: INDICATE WHETHER WITHSTAND CERTIFICATION IS BASED 1.09WARRANTY OF SAME SWITCH INITIATES GENERATDR-SET SHUTDOWN. WHEN GENERATOR SET IS 3. CRANKING CYCLE: AS REQUIRED BY NFPA 110 FOR SYSTEM LEVEL SPECIFIED. ON ACTUAL TEST OF ASSEMBLED COMPONENTS OR ON CALCULATION. A SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER RUNNING, SPECIFIED SYSTEM OR EQUIPMENT FAILURES OR DERANGEMENTS AUTOMATICALLY 4. BATTERY: ADEQUATE CAPACITY WITHIN AMBIENT TEMPERATURE RANGE SPECIFIED IN .. a. RETAIN ONE OF FIRST TWO SUBPARAGRAPHS BELOW TO DEFINE THE TERM AGREES TO REPAIR OR REPLACE COMPONENTS OF PACKAGED ENGINE GENERATORS AND SHUT DOWN GENERATOR SET AND INITIATE ALARMS. OPERATION OF A REMOTE 'WrrHSTAND' AS R APPLIES TO THIS PROJECT. DEFINITION VARIES WITH TYPE PART 1 'PROJECT CONDITIONS ARTICLE TO PROVIDE SPECIFIED CRANKING CYCLE AT ASSOCIATED AUXILIARY COMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN EMERGENCY-STOP SWITCH ALSO SHUTS DOWN GENERATOR SET. i. OF BUILDING AND OCCUPANCY AND IS CRITICAL TO VAUD CERTIFICATION. SPECIFIED WARRANTY PERIOD. LEAST TWICE WITHOUT RECHARGING. F. CONFIGURATION: OPERATING AND SAFETY INDICATIONS, PROTECTIVE DEVICES, BASIC �• 1. A FIVE YEAR BASIC EXTENDED WARRANTY FOR THE GENERATOR SET SHALL BE 5. BATTERY CABLE: SIZE AS RECOMMENDED BY ENGINE MANUFACTURER FOR CABLE SYSTEM CONTROLS. AND ENGINE GAGES SHALL BE GROUPED IN A COMMON CONTROL SECOND DEFINITION IS USED FOR ESSENTIAL FACILITIES WHERE EQUIPMENT MUST LENGTH INDICATED. INCLUDE REQUIRED INTERCONNECTING CONDUCTORS AND OPERATE IMMEDIATELY AFTER AN EARTHQUAKE. INCLUDED TO GUARANTEE AGAINST DEFECTIVE MATERIAL AND WORKMANSHIP IN AND MONITORING PANEL MOUNTED ON THE GENERATOR SET. MOUNTING METHOD SHALL ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED WARRANTY FROM DATE OF CONNECTION ACCESSORIES. ISOLATE THE CONTROL PANEL FROM GENERATOR-SET VIBRATION. b. THE TERM 'WITHSTAND' MEANS `THE UNIT WILL REMAIN IN PLACE WITHOUT 6. BATTERY COMPARTMENT: FACTORY FABRICATED OF METAL WITH ACID-RESISTANT G. GENERATOR SYSTEM MONITORING REQUIREMENTS: ... SEPARATION OF ANY PART'S FROM THE DEVICE WHEN SUBJECTED TO THE SEISMIC START-UP. OPTiONAI. WARRANTIES SENILE BE AVAILABLE UPON REQUEST. FINISH MLD THERMAL INSULATION. THERMOSTATICALLY CONTROLLED HEATER SHALL 1, ALL MONITORED FUNCTIONS MUST BE VIEWABLE ON THE DIGITAL DISPLAY. FORCES SPECIFIED." 2. THE GENERATOR SET MANUFACTURER AND ITS DISTRIBUTOR SHALL MAINTAIN A BE ARRANGED TO MAINTAIN BATTERY ABOVE 10 DEG C REGARDLESS OF EXTERNAL 2, THE FOLLOWING GENEF?ATOR FUNCTIONS MUST BE MONITORED: 24-HOUR PARTS AND SERVICE ORGANIZATION. THIS ORGANIZATION SHALL BE a, ALL OUTPUT VOLTAGES - SINGLE PHASE, THREE PHASE, UNE TO UNE, AND UNE a THE TERM "WITHSTAND" MEANS "THE UNIT WILL REMAIN IN PLACE WITHOUT AMBIENT TEMPERATURE WITHIN RANGE SPECIFIED IN PART 1 "PROJECT CONDITIONS" REGULARLY ENGAGED IN A MAINTENANCE CONTRACT PROGRAM TO PERFORM TO NE"UTRA, 0.25X ACCURACY. SEPARATION OF ANY PARTS FROM THE DEVICE WHEN SUBJECTED TO THE SEISMIC ARTICLE INCLUDE ACCESSORIES REQUIRED TO SUPPORT AND FASTEN BATTERIES IN :. PREVENTIVE MAINTENANCE AND SERVICE ON EQUIPMENT SIMILAR TO THAT SPECIFIED. b. ALL SINGLE PHASE AND THREE PHASE CURRENTS, 0.25X ACCURACY. FORCES SPECIFIED AND THE UNIT WILL BE FULLY OPERATIONAL AFTER THE PLACE A SERVICE AGREEMENT SHALL BE AVAILABLE AND SHALL INCLUDE SYSTEM OPERATION c. OUTPUT FREQUENCY, 0.25X ACCURACY. SEISMIC EVENT." 7, BATTERY-CHARGING ALTERNATOR: FACTORY MOUNTED ON ENGINE WITH SOLID-STATE UNDER SIMULATED OPERATING CONDITIONS ADJUSTMENT TO THE GENERATOR 2. DIMENSIONED OUTLINE DRAWINGS OF EQUIPMENT INR: IDENTIFY CENTER OF GRAVITY VOLTAGE REGULATION AND 35-A MINIMUM CONTINUOUS RATING TRANSFER SWITCH. AND SWITCHGEAR CONTROLS AS REQUIRED. AND CERTIFICATION IN d. POWER FACTOR BY PHASE WITH LEADING/LAGGING INDICATION. AND LOCATE AND DESCRIBE MOUNTING AND ANCHORAGE PROVISIONS. B. BATTERY CHARGER: CURRENT-UMITMNG, AUTOMATIC-EQUAUZING AND e. TOTAL INSTANTANEOUS KILOWATT LOADING AND KILOWATTS PER PHASE. 0.5% THE OWNERS MAINTENANCE LOG OF REPAIRS MADE AND PROPER FUNCTIONING OF 3. DETAILED DESCRIPTION OF EQUIPMENT ANCHORAGE DEVICES ON WHICH THE ALL SYSTEMS. FLOAT-CHARGING TYPE. UNIT SHALL COMPLY WITH UL 1236 AND INCLUDE THE ACCURACY. CERTIFICATION IS t?IASED AND THl7R INSTALLATION REQUIREMENTS. FOLLOWING FEATURES: f. KVARS TOTAL AND PER PHIASE. 0.5X ACCURACY. 1.1OMAINTENANCE SERVICE g. KVA TOTAL AND PER PHASE, 0.5% ACCURACY. E QUALIFICATION DATA: FOR INSTALLER AND MANUFACTURER. a. OPERATION: EQUALIZING-CHARGING IRATE OF 10 A SHALL BE INITIATED A INITIAL MAINTENANCE SERVICE: BEGINNING AT SUBSTANTIA. COMPLETION PROVIDE 12 h. F. SOURCE QUALITY-CONTROL TEST REPORTS. AUTOMATICALLY AFTER BATTERY HAS LOST CHARGE UNTIL AN ADJUSTABLE h. KW HOURS. 1. CERTIFIED SUMMARY OF PROTOTYPE-UNIT TEST REPORT. MONTHS' FULL MAINTENANCE BY SKILLED EMPLOYEES OF MANUFACTURER'S DESIGNATED EQUALIZING VOLTAGE IS ACHIEVED AT BATTERY TERMINALS. UNIT SHALL THEN BE i. DISPLAY OF PERCENT GENERATOR DUTY LEVEL - ACTUAL KW LOADING DIVIDED I 2. CERTIFIED TEST REPORTS: FOR COMPONENTS AND ACCESSORIES THAT ARE SERVICE ORGANIZATION. INCLUDE QUARTERLY EXERCISING TO CHECK FOR PROPER AUTOMATICALLY SWITCHED TO A LOWER FLOAT-CHARGING MODE AND SHALL BY THE KW RATING. EQUIVALENT, BUT NOT IDENTICAL.. TO THOSE TESTED ON PROTOTYPE UNIT. STARTING. LOAD TRANSFER, AND RUNNING UNDER LOAD. INCLUDE ROUTINE PREVENTIVE CONTINUE TO OPERATE IN THAT MODE UNTIL BATTERY IS DISCHARGED AGAIN. MAINTENANCE AS RECOMMENDED BY MANUFACTURER AND ADJUSTING AS REQUIRED FOR 3. ENGINE PARAMETERS LISTED BELOW SHALL. BE MONITORED: *(REQUIRED FOR ECM � 3. CERTIFIED SUMMARY OF PERFORMANCE TESTS: CERTIFY COMPLIANCE WITH SPECIFIED b. AUTOMATIC TEMPERATURE COMPENSATION: ADJUST FLOAT AND EQUALIZE 1. REQUIREMENT TO MEET PERFORMANCE CRITERIA FOR SENSITIVE LOADS. PROPER OPERATION. PROVIDE PARTS AND SUPPLIES SAME AS THOSE USED IN THE VOLTAGES FOR VARIATIONS IN AMBIENT TEMPERATURE FROM MINUS 40 DEG C TO EQUIPPED ENGINES ONLY). V. i. MANUFACTURE AND INSTALLATION OF ORIGINAL EQUIPMENT. a. COOLANT TEMPERATURE BOTH IN ENGLISH AND METRIC UNITS 1. 4. REPORT OF FACTORY TEST ON UNITS TO BE SHIPPED FOR THIS PROJECT, SHOWING PLUS 60 DEG C TO PREVENT OVERCHARGING AT HIGH TENPERATURES AND ; EVIDENCE OF COMPLIANCE WITH SPECIFIED REQUIREMENTS. 1.11laXTRA MATERIALS UNDERCHARGING AT LOW TEMPERANRES. b. OIL PRESSURE IN ENGLISH AND METRIC UNITS 5. REPORT OF SOUND GENERATION. A FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND c. AUTOMATIC VOLTAGE REGULATION: MAINTAIN CONSTANT OUTPUT VOLTAGE c. BATTERY VOLTAGE THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH d• RIS DO NOT SCALE PLANS ' 6. REPORT OF EXHAUST EMISSIONS SHOWING COMPLIANCE WITH APPLICABLE REGARDLESS OF INPUT VOLTAGE VARIATIONS UP TO PLUS OR MINUS 10 I REGULATIONS. LABELS DESCRIBING CONTENTS. PERCENT. e. LUBE OIL TEMPERATURE• :' I.. ' 7. CERTIFIED TORSIONAL VIBRATION COMPATIBILITY: COMPLY WITH NEPA 110. 1. FUSES: ONE FOR EVERY 10 OF EACH TYPE AND RATING, BUT NO FEWER THAN ONE d. AMMETER AND VOLTMETER: 171 LASH MOUNTED IN DOOR. METERS SHAD. INDICATE f. LUBE OIL LEVEL* CRANKCASE PRESSURE+ =:=>fi.:. .:: .. : .,,,.....: _::. . :.., .:. ��. .�><.:. .. a � G. FIELD QUALITY-CONTROL TEST REPORTS. OF EACH. CHARGING RATES, _ g. ARCHITECT OF RECORD H. OPERATION AND MAINTENANCE DATA: FOR PACKAGED ENGINE GENERATORS TO INCLUDE 2. INDICATOR LAMPS: TWO FOR EVERY SIX OF EACH TYPE USED. BUT NO FEWER THAN e. SAFETY FUNCTIONS: SENSE ABNORMALLY LOW BATTERY VOLTAGE AND CLOSE h. COOLANT LEVEL+ IN EMERGENCY, OPERATION, AND MAINTENANCE MANUALS. IN ADDITION TO ITEMS TWO OF EACH. CONTACTS PROVIDING LOW BATTERY VOLTAGE INDICATION ON CONTROL AND i. COOLANT PRESSURE* SPECIFIED IN DMSION 1 SECTION "OPERATION AND MAINTENANCE IATA," INCLUDE THE 3. FILTERS: ONE SET EACH OF LUBRICATING OIL. FUEL. AND COMBUSTION-AIR FILTERS. MONITORING PANEL SENSE HIGH BATTERY VOLTAGE AND LOSS OF AC INPUT OR j- FUEL PRESSURE* Terjesen Associates, Architects PART 2 -PRODUCTS DC OUTPUT OF BATTERY CHARGER. EITHER CONDITION SHALL CLOSE CONTACTS k. FUEL TEMPERATURE* FOLLOWING: 2.01MANUFACTURERS I. FUEL RATE* 248 West 35th Street 11th Floor New York, NY 10001 1. UST OF TOOLS AND REPLACEMENT ITEMS RECOMMENDED TO BE STORED AT PROJECT A MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THAT PROVIDE A BATIIIRY-CHARGER MALFUNCTION INDICATION AT SYSTEM m. FUEL USED DURING THE LAST RUN• FOR READY ACCESS. INCLUDE PART AND DRAWING NUMBERS, CURRENT UNIT CONTROL AND MONITORING PANEL 212.239.1526 Fax: 212.736.7899 PRICES, AND SOURCE OF SUPPLY. ONE OF THE FOLLOWING: f. ENCLOSURE AND MOUNTING: NEMA 250, TYPE 1, WALL-MOUNTED CABINET. n• AMBIENT TEMPERATURE* I. WAFRRANTIf': SPECIAL WARRANTY SPECIFIED IN THIS SECTION. 1, GENERIC OR APPROVED EQUAL 4. OPERATIONAL. RECORDS SINCE SYSTEM START UP MUST BE STORED IN THE v' E-mail: info@terjesenarchitects.com 1 A5C;LIALITY ASSURANCE 2.02ENGINE-GENERATOR SET 2.04ALTERNATOR CONTROLLER. :-. , A THE GENERATOR SET SHALL BE A GENE7RAC SG175. R SHALL PROVIDE 175 kW/219WA A THE ALTERNATOR SHALL SUPPORT 210 SKVA WITH A MAXIMUM VOLTAGE DIP OF 15X. a. RUN TIME HOURS 7,.,. . ., :,:.... .::,��::....:;�,�:::. ..:��t: ,. ........,.��:.......,�,�_,.......M�, ��<,.v<.::<Y�,��:.::.rA��,.._, :, A INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED REPRESENTATIVE WHO IS WHEN OPERATING AT 120/208 VOLTS, THREE PHASE. 0.8 POWER FACTOR. THE B. THE ALTERNATOR SHALL BE SALIENT-POLE. BRUSHLESS, 1Z-LEAD RECONNEGTABLE, b. RUN TIME LOADED MECHANICAL ENGINEER TRAINED AND APPROVED FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. _ c. RUN TIME UNLOADED �i�y ONDITIONROFEI 0HFE(43 3'CABE W 6560OF TMFEETIS �ABOVE SWHILE EALOPERATING IN AN AMBIENT SELFAND SKEWED STATOR FOR SMOOTH CONSTRUCTION VOLTAGE WAVIPORM. THRE INSULATION SHALL WINDINGS MEET1. MAIITDMCE PROXIMITY- NOT MORE THAN FOUR HOURS NORMAL TRAVEL TIME d. NUMBER OF STARTS " FROM INSTALIJ:R S PLACE OF BUSINESS TO PROJECT SITE, a. FACTORY TEST NATE `' �`'" �� B. FACTORY-ASSEMBLED AND TESTED, ENGINE-GENERATOR SET. THE NEMA STANDARD (MG1-33.40) FOR CLASS H AND BE INSULATED WITH EPDXY . 2. ENG114EERING RESPONSIBILITY: PREPARATION OF DATA FOR VIBRATION ISOLATORS AND f. LAST RUN DATA INCLUDING DATE, DURATION, AND WHETHER LOADED OR 110 William Street 32nd Floor New York, NY 10038 : C. MOUNTING FRAME: MAINTAIN ALIGNMENT OF MOUNTED COMPONENTS WITHOUT DEPENDING VARNISH TO BE FUNGUS RESISTANT PER MIL 1-24092. TEMPERATURE RISE OF THE SEISMIC RESTRAINTS OF ENGINE SKID MOUNTS, INCLUDING SHOP DRAWINGS, BASED ON CONCRETE FOUNDATION; AND HAVE LIFTING ATTACHMENTS. ROTOR AND STATOR SHALL BE LIMITED TO 130'C. THE EXCITATION SYSTEM SHALL BE OF UNLOADED i. 212.257.6190 Fax: 212.994,8091 ON TASTING AND ENGINEERING ANALYSIS OF MANUFACTURER'S STANDARD UNITS IN g. KW HOURS GINE-GENERATOR AND D. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN THEEN BRUSHLESS CONSTRUCTION CONTROLLED BY A DIGITAL VOLTAGE REGULATOR CAPABLE OF ,; ASSEMBLIES SIMILAR TO THOSE INDICATED FOR THIS PROJECT. HEAVY-DUTY STEEL BASE. MAINTAINING VOLTAGE WITHIN +/- .25% AT ANY CONSTANT LOAD FROM OX TO 100% OF 5. THE FOLLOWING OPERATIONAL RECORDS MUST Also BE AVAILABLE IN A RESETABLE www.EPENGINEERING.com B. MMNUFACIR)RER QUALIFICATIONS: A QUALIFIED MANUFACTURER. MAINTAIN, WITHIN 200 FORM FOR MAINTENANCE PURPOSES: 1. RIGGING DIAGRAM: INSCRIBED ON METAL PLATE PERMANENTLY ATTACHED TO RATING. THE REGULATOR MUST BE ISOLATED TO PREVENT TRACKING WHEN CONNECTED _..._....._................................... ...w. ..:........ ........... .........._..........._.... . MILES OF PROJECT SIZE, A SERVICE CENTER CAPABLE OF PROVIDING TRAINING, PARTS, TO SCR LOADS, AND PROVIDE INDIVIDUAL ADJUSTMENTS FOR VOLTAGE RANGE, STABILITY a. RUN TIME HOURS MOUNTING FRAME TO INDICATE LOCATION AND LIFTING CAPACITY OF EAACH LIFTING ` STRUCTURAL ENGINEER i. AND EMERGENCY MAINTENANCE REPAIRS. b. RUN TIME LOADED :' ATTACHMENT AND GENERATOR-SET CENTER OF GRAVITY. AND VOLTS-PER-HERTZ OPERATIONS; AND BE PROTECTED FROM T•IE ENVIRONMENT BY Y s E n I n e e rl n Firm C. SOURCE (LIMITATIONS: OBTAIN PACKAGED GENERATOR SETS AND AUXILIARY COMPONENTS c. RUN TIME UNLOADED THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. E. CAPACITIES AND CHARACTERISTICS: CONFORMAL COATING. d. KILOWATT HOURS Engineering 1. POWER OUTPUT RATINGS: NOMINAL RATINGS AS INDICATED. C. THE GENERATOR SET SHALL MEET THE TRANSIENT PERFORMANCE FEQUIREMENTS OF ISO D. ELECTRICAL COMPONENTS, DEVICES. AND ACCESSORIES: LISTED AND LABELED AS e. DAYS OF OPERATION Address 2. OUTPUT CONNECTIONS: THREE-PHASE, FOUR WIRE. 8528-5. LEVEL G-3. DEFINED IN NFPA 7D. ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES f. NUMBER OF STARTS Phone Fax: HAYING JURISDICTION, AND MARKED FOR INTEND® USE 3. NAMEPLATES: FOR EACH MAJOR SYSTEM COMPONENT TO IDENTIFY MANUFACTURERS D. THE ALTERNATOR EXCITATION SHALL BE OF A PERMANENT MAGNET EXCITER DESIGN. g DATE AFTER RESET NAME AND ADDRESS AND MODEL AND SERIAL NUMBER OF COMPONENT. E. THE GENERATOR SHALL BE INHERENTLY CAPABLE OF SUSTAINING AT LEAST 25OX OF E COMPLY WITH CSA 072.2, NO. 14 - M91 INDUSTRIAL CONTROL EQUIPMENT. 6. THE CONTROLLER MUST STORE THE LAST ONE HUNDRED GENERATOR SYSTEM EVENTS E-mail: F. GENERATOR-SET PERFORMANCE FOR SENSITIVE LOADS: RATED CURRENT FOR AT LEAST 10 SECONDS UNDER A 3-PHASE SYMMETRICAL SHORT F. COMPLY WITH EN50082-2. ELECTROMAGNETIC COMPATIBILITY - GENERIC IMMUNITY WITH DATE AND TIME OF THE EVENT. W. 1. t7VERSIZING GENERATOR COMPARED WITH THE RATED POWER OUTPUT OF THE ENGINE CIRCUIT WITHOUT THE ADDITION OF SEPARATE CURRENT SUPPORT DEVICES. : ..' ':' A,:;:.: .:. ::.. .: <::::...::::. :.::.--:; flx,...: REQUIREMENTS. PART 2: INDUSTRIAL 7. FOR MAINTENANCE AND SERVICE PURPOSES THE FOLLOWING INFORMATION MUST BE ': PROJECT G. COMPLY WITH EN55011, LIMITS AND METHODS OF MEASUREMENT OF RADIO INTERFERENCE S PERMISSIBLE TO MEET SPECIFIED PERFORMANCE F. THE GENERATOR, HAVING A SINGLE MAINTENANCE-FREE BEARING, SHALL BE DIRECTLY STORED IN THE CONTROL AND DISPLAYED ON DEMAND. CHARACTERISTICS OF INDUSTRIA. SCIENTIFIC AND MEDICAL EQUIPMENT. a. NAMEPLATE DATA FOR OVERSIZED GENERATOR: SHOW RATINGS REQUIRED BY CONNECTED TO THE FLYWHEEL HOUSING WITH A SEMI-FLEXIBLE COUPLING BETWEEN THE a. MANUFACTURER'S MODEL AND SERIAL NUMBER THE CONTRACT DOCUMENTS RATHER TIiIW RATINGS THAT WOULD NORMALLY BE ROTOR AND THE FLYWHEEL S O U T H O L D A S C H. COMPLY WITH IEC8528 PART 4. CONTROL SYSTEMS FOR GENERATOR SETS. b. BATTERY VOLTAGE I. COMPLY WITH IEC STD 801.2, 801.3. AND 801.5 FOR SUSCEPTIBILITY. CONDUCTED. AND APPLIED TO GENERATOR SIZE INSTALLED. 2.05FUEL OIL STORAGE c. GENERATOR SET KILOWATT RATING 2. STEADY-STATE VOLTAGE OPERATIONAL BANDWIDTH: 1 PERCENT OF RATED OUTPUT A COMPLY WITH NFPA 30. RADIATED ELECTROMAGNETIC EMISSIONS. d. RATED CURRENT VOLTAGE FROM NO LOAD TO FULL LOAD. B. DAY TANK: COMPLY WITH UL 142, FREESTANDING. FACTORY-FABRICATED FUEL TANK 7O0 BOISSEAU AVENUE 11 J. COMPLY WITH IEEE446 - RECOMMENDED PRACTICE FOR EMERGENCY AND STANDBY e. SYSTEM VOLTAGE 3. TRANSIENT VOLTAGE PERFORMANCE: NOT MORE THAN 10 PERCENT VARIATION FOR ASSEMBLY WITH INTEGRAL, FLOAT-CONTROLLED TRANSFER PUMP AND THE FOLLOWING POWER SYSTEMS FOR COMMERCIAL AND INDUSTRIA,. APPLICATIONS. f. SYSTEM FREQUENCY S O U T H O L D NY 50 PERCENT STEP-LOAD INCREASE OR DECREASE VOLTAGE SHALL RECOVER AND FEATURES: K. COMPLY IiVCM MIL STD 461 D -1993. MILITARY STANDARD. ELECTROMAGNETIC REMAIN WITHIN THE STEADY-STATE OPERATING BAND WITHIN 0.5 SECOND. 1. CONTAINMENT: INTEGRAL RUPTURE BASIN WITH A CAPACITY OF 200 PERCENT OF 9• NUMBER OF PHASES I C CHARACTERISTICS. H. THE CONTROL MUST BE CAPABLE INTERFER]d E CHIA?ACTER CS OF DETECTING THE FOLLOWING CONDITIONS, INDICATE IF 4. STEADY-STATE FREQUENCY OPERATIONAL BANDWIDTH: PWS OR MINUS 0.25 NOMINAL CAPACITY OF DAY TANK. r L COMPLY WITH MIL STD 462D - 1993. MILITARY STANDARD, MEASUREMENT OF THE CONDITION WILL SHUTDOWN THE GENERATOR OR PROVIDE A WARNING, AND ......., PERCENT OF RATED FREQUENCY FROM NO LOAD TO FULL LOAD. a. LEAK DETECTOR: LOCATE IN RUPTURE BASIN AND CONNECT TO PROVIDE 1•:� r.,: r �m. � - : • ," . ELECTROMAGNETIC INTERFERENCE CHARACTERISTICS. ANNUNCIATE THE SITUATION. USING WORDS AND PHRASES, ON THE DIGITAL DISPLAY. :: DRAWING TITLE ` 5. STEADY-STATE FREQUENCY STABILITY: WHEN SYSTEM IS OPERATING AT ANY AUDIBLE AND VISUAL ALARM IN THE EVENT OF LAY TANK LEAK. M. COMPLY WITH ASME B15.1. 1. WILL CAUSE A SYSTEM SHUTDOWN: N. COMPLY MAHTTH NEPA 37. CONSTANT LOAD WITHIN THE RATED LOAD. THERE SHALL BE NO RANDOM SPEED 2. TANK CAPACITY: 134 GALLONS a. AIR DIAPER TRIPPED (IF USED) ELECTRICAL 0. COMPLY �AtITH NEPA 70. VARIATIONS OUTSIDE THE STEADY-STATE OPERATIONAL BAND AND NO HUNTING OR 3. PUMP CAPACITY: EXCEEDS MAXIMUM FLOW OF FUEL DRAWN EY ENGINE-MOUNIID b. CUSTOMER PROGRAMMED DIGITAL AUXILIARY INPUT ON ANY OF THE 21 INPUTS SURGING OF SPEED. FUEL SUPPLY PUMP AT 110 PERCENT OF RATED CAPACITY. INCLUDING FUEL P. COMPLY �ImH NEPA 99. 6. TRANSIENT FREQUENCY PERFORMANCE: LESS THAN 2-HZ VARIATION FOR 50 RETURNED FROM ENGINE. AVAIIABI.E) SPECIFICATIONS Q. COMPLY �WRH NEPA 110 REQUIREMENTS. pp�p� �P-LOAD INCREASE OR DECREASE FREQUENCY SHALL RECOVER AND 4. LOW-LEVEL ALARM SENSOR: UQUID-LEVEL DEVICE OPERATES ALARM CONTACTS AT c. CUSTOMER PROGRAMMED ANALOG AUXILIARY INPUT OUT OF BOUNDS (ANY OF 7 R. COMPLY �NYTIIi UL 2200. THE GENSET SHALL BE LISTED TO UL2200 OR SUBMIT TO AN REMAIN WITHIN THE STEADY-STATE OPERATING BAND WITHIN THREE SECONDS. 25 PERCENT OF NORMAL FUEL LEVEL INPUTS FOR ECM EQUIPPED ENGINES AND 5 INPUTS FOR NON EOM ENGINES) (2 O F 4 INDEPENDENT THIRD PARTY CERTIFICATION PROCESS TO VERIFY COMPLIANCE AS i INSTALLED. 7. OUTPUT WAVEFORM: AT NO LOAD, HARMONIC CONTENT MEASURED UNE TO NEUTRAL 5. HIGH-LEVEL ALARM SENSOR: LIQUID-LEVEL DEVICE OPERATES ALARM AND d. EMERGENCY STOP - ll 't SHALL NOT EXCEED 2 PERCENT TOTAL WITH NO SLOT RIPPLE TELEPHONE REDUNDANT FUEL SHUTOFF CONTACTS AT MIDPOINT BETWEEN OVERFLOW LEVEL AND e. HIGH COOLANT TEMPERATURE - S. ENGINE EXHAUST EMISSIONS: COMPLY WITH APPLICABLE STATE AND LOCAL GOVERNMENT ,': : ::.:::::::: : ''.- -, �`:::".... ..'°�`: "` REQUIREUIENTS. INFLUENCE FACTOR, DETERMINED ACCORDING TO NEMA MG 1, SHALL NOT EXCEED 50 100 PERCENT OF NORMAL FUEL LEVEL_ f. HIGH OIL TEMPERATURE 1.0$TESTING PERCENT. S. PIPING CONNECTIONS: FACTORY-INSTALLED FUEL SUPPLY AND RETURN LINES FROM g. CONTROLLER INTERNAL FAULT DATE A TO ASSURE THAT THE EQUIPMENT HAS BEEN DESIGNED AND BUILT TO THE HIGHEST 8. SUSTAINED SHORT-CIRCUIT CURRENT: FORA 3-PFA,SE, BOLTED SHORT CIRCUIT AT TANK TO ENGINE; LOCAL FUEL FILL, VENT LINE, OVERFLOW UNE; AND TANK DRAIN h. LOCKED ROTOR - FAIL TO ROTATE 7n'�7 RELIABILITY AND QUALITY STANDARDS, THE MANUFACTURER AND/OR IACAI. SYSTEM OUTPUT TERMINALS. SYSTEM SHIT SUPPLY A MINIMUM OF 30D PERCENT OF UNE WITH SHUTOFF VALVE. L LOW COOLANT LEVEL REPRESENTATIVE SHALL BE RESPONSIBLE FOR THREE SEPARATE TESTS: DESIGN �� FULL-LOAD CURRENT FOR NOT LESS THAN 10 SECONDS AND THEN CLEAR 7. REDUNDANT HIGH-LEVEL FUEL SHUTOFF: ACTUATED BY HIGH-LEVEL ALARM SENSOR J. LOW OIL PRESSURE PROJECT NUMBER PROTOTYPE TESTS, FINAL PRODUCTION TESTS, AND SITE TESTS. THE FAULT AUTOMATICALLY, WITHOUT DAMAGE TO WINDING INSULATION OR OTHER IN DAY TANK TO OPERATE A SEPARATE MOTOR DEVICE THAT DSCONNECTS DAY-TANK k. MASTER SWITCH ERROR 1. DESIGN PROTOTYPE TESTS: COMPONENTS OF THE EMERGENCY SYSTEM SUCH AS GENERATOR SYSTEM COMPONENTS. PUMP MOTOR. SENSOR SHALT. SIGNAL SOLENOID VALVE, LOCATED IN FUEL SUCTION 1. NEPA COMMON ALARM I. 2017.025 THE ENGINE/GENERATOR SET. TRANSFER SWITCH. AND ACCESSORIES SHALL NOT BE 9• EXCITATION SYSTEM: PERFORMANCE SHALL BE UNAFFECTED BY VOLTAGE DISTORTION UNE BETWEEN FUEL STORAGE TANK AND DAY TANK, TO CLOSE. BOTH ACTIONS m. OVERCRANK % SUBJECTED TO PROTOTYPE TESTS SINCE THE TESTS ARE POTENTIALLY [IMAGING. CAUSED NONLINEAR LtAD. SHI1 REMAIN IN SHUTOFF STATE UNTIL MANUALLY RESET. SHUTOFF ACTION SHAM n. OVERSPEED WITH USER ADJUSTABLE ILV/El, FRINGE 65-70 HZ ON BO HZ DRAWN BY RATHER, SIMILAR DESIGN PROTOTYPES AND PREPRODUCTION MODELS, WHICH WILL a. PROVIDE PERMANENT MAGNET EXCITATION FOR POWER SOURCE TO VOLTAGE INITIATE AN ALARM SIGNAL TO CONTROL PANEL BUT SHALL NOT SHUT DOWN SYSTEMS iv NOT BE SOLD. SHAD HAVE BElal USED FOR THE FOLLOWING TESTS. REGULATOR. ENGINE-GENERATOR SET. o. GENERATOR OVERVOLTAGE WITH USER ADJUSTABLE LEVEL, RANGE 105% TO 135X -�"" 10. START TIME: COMPLY WITH NFPA 110, TYPE 10, SYSTEM REQUIREMENTS. 2.06CONTROL AND MONITORING p. OVER FREQUENCY WITH USER ADJUSTABLE LEVEL, RANGE 102X TO 14OX ' a. MAXIMUM POWER (KW). 2.03ENGINE A STANDARDS q. UNDER FREQUENCY WITH USER ADJUSTABLE LEVEL. RANGE 8OX TO 90% �D ARS SCALE b. MAXIMUM MOTOR STARTING (KVA) AT 35% INSTANTANEOUS VOLTAGE DIP. A FUEL ULTRA LOW SULFUR DIESEL FUEL 1. THE GENERATOR MUST MEET NFPA-110 LEVEL 1 (REQUIREMENTS AND MUST HAVE AN r. GENERATOR UNDER VOLTAGE WITH USER ADJUSTABLE LEVEL. RANGE 70% TO 95X .�� ' �?�y��fi AS NOTED c. ALTERNATOR TEMPERATURE RISE BY EMBEDDED THERMOCOUPLE AND/OR BY 1. ASTM INTEGRAL ALARM HORN AS REQUIRED BY NEPA s. COOLANT TEMPERATURE SIGNAL LOSS C9 I .�` C? RESISTANCE METHOD PER NEMA MG1-22.40 AND 16.40. B. THE ENGINE SHALL BE EQUIPPED WITH THE FOLLOWING: 2. NFPA-99 AND NEC MUST ALSO BE ACCOMMODATED. L OIL PRESSURE GAUGE SIGNAL LOSS "d I Of DRAWING NUMBER d. GOVERNOR SPEED REGULATION UNDER STEADY-STATE AND TRANSIENT 1. AN ELECTRONIC ISOCHRONOUS GOVERNOR CAPABLE OF +.25% STEADY-STATE 3. SET CONTROL MUST BE LISTED UNDER UL 508. 2. WILL CAUSE A WARNING BUT LEAVE THE GENERATOR RUNNING: m CONDITIONS. FREQUENCY REGULATION. B. APPLICABILITY a. BATTERY CHARGER FAILURE k '' ,, e. VOLTAGE REGULATION AND GENERATOR TRANSIENT RESPONSE. 2. 12 VOLT POSITIVE ENGAGEMENT SOLENOID SHIFT-STARTING MOTOR. 1. THE CONTROL MUST BE USABLE ON 12- OR 24-VOLT STARTING SYSTEMS. b. CUSTOMER PROGRAMMED DIGITAL AUXILIARY INPUT ON (ANY OF THE Z1 INPUTS p, f. FUEL CONSUMPTION AT 1/4. 1/2, 3/4, AND FULL LOAD. 3. POSITIVE DISPLACEMENT, FULL PRESSURE LUBRICATION OIL PUMP. CARTRIDGE OIL 2. ENVIRONMENT AVAILABLE) tP 026ti ©� ' g. HARMONIC ANALYSIS. VOLTAGE WAVEFORM DEVIATION, AND TELEPHONE INFLUENCE FILTERS, DIPSTICK, AND OIL DRAIN, a. -40 DEG C TO +70 DEG C OPERATING TEMPERATURE RANGE. c. CUSTOMER PROGRAMMED ANALOG AUXILIARY INPUT ON (ANY OF THE 7 INPUTS q�OF' 4 FACTOR. 4. DRY-TYPE REPLACEABLE AIR CLEANER ELEMENTS FOR NORMAL APPLICATIONS. b. 5-95% HUMIDITY, NON CONDENSING. AVAILABLE ON ECM ENGINES AND 5 INPUTS FOR NON ECM ENGINES) h. 1IHREE-PHASE SHORT CIRCUIT TESTS. 5. ENGINE-DRIVEN OR ELECTRIC FUEL TRANSFER PUMP CAPABLE OF LIFTING FUEL 3 3. IT SHALL BE POSSIBLE TO MOUNT THE CONTROL ON THE GENERATOR SET OR d. POWER SYSTEM SUPPLYING LOAD "�'r I. ALTERNATOR COOLING AIR FLOW. FELT, FUEL FILTERS, AND ELECTRIC SOLENOID FUEL SHUT-OFF VALVE. REMOTELY WITHIN 40 FEET OF THE GENERATOR SET. IF MOUNTED ON THE ' SEAL SHEET N0: 15 of 17 e. GROUND FAULT DETECTED - DETECTION BY OTHERS f .............,.... .:..., ... . ...:::::::....:.: ............... & : r.. ............ ........... :;:::::::: .. ... ... .. ♦.... . .,. .. '.:.:.'<:'...:.:.':::' :. '. .'H,,.. ..::.,::':::...:...;v,.. „ .... ........ ..... .♦+ '::0.'.i::':.......... ....... .. ..<P., ..... ... .. .R♦.. .......... ....... .da:' .. ....i.. ,. ... , {R>. £h ..T(n ., :Y.r:. ....., ,: �. < ....... �. .:n .....: ............ ......, .. :':.... ..>.. , 'gti:' v .. ♦`.X ♦.. .....:.. \' .♦.euu a"Ff::"::::...........:`.:::::'::::::.:.,,.. ,...: :gyuc.:: .iieiC\'a:. ♦an<y�;c..,.,. ....... e.. ... ... f. HIGH BATTERY VOLTAGE - LEVEL. MUST BE USER ADJUSTABLE A COMPLY WITH NEMA MG 1. SCHEDULE 40, BLACK STEEL PIPE WITH WELDED JOINTS. hRANGE 29-33 VOLTS FOR 24-VOLT SYSTEMS B. DRIVE: GENERATOR SHAFT SHALL BE DIRECTLY CONNECTED TO ENGINE SHAFT. EXCITER E. ELECTRICAL WIRING: INSTALL ELECTRICAL DEVICES FURNISHED BY EQUIPMENT . HIGH COOLANT TEMPERATURE SHALL BE ROTATED INTEGRALLY WITH GENERATOR ROTOR. MANUFACTURERS BUT NOT SPECIFIED TO BE FACTORY MOUNTED. L LOAD SHED C. ELECTRICAL INSULATION: CLASS H OR CLASS F. 3.03CONNECTIONS j. LOSS OF AC SENSING D. STATOR-WINDING LEADS: BROUGHT OUT TO TERMINAL BOX TO PERMIT FUTURE A. DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING AND SPECIALTIES. .. NORTH FORK !!: k. UNDER FREQUENCY RECONNECTION FOR OTHER VOLTAGES IF REQUIRED. B. CONNECT FUEL, COOLING-SYSTEM, AND EXHAUST-SYSTEM PIPING ADJACENT TO PACKAGED I. LOW BATTERY VOLTAGE - LEVEL MUST BE USER ADJUSTABLE, RANGE 20-25 E. CONSTRUCTION SHALL PREVENT MECHANICAL, ELECTRICAL. AND THERMAL DAMAGE DUE TO ENGINE GENERATOR TO ALLOW SERVICE AND MAINTENANCE. VOLTS FOR 24-VOLT SYSTEMS VIBRATION, OVERSPEED UP TO 125 PERCENT OF RATING, AND HEAT DURING OPERATION C. CONNECT ENGINE EXHAUST PIPE TO ENGINE WITH FLEXIBLE CONNECTOR. m. LOW COOLANT TEMPERATURE AT 110 PERCENT OF RATED CAPACITY. D. CONNECT FUEL PIPING TO ENGINES WITH A GATE VALVE AND UNION AND FLEXIBLE n. LOW FUEL LEVEL OR PRESSURE F. ENCLOSURE: DRIPPROOF. CONNECTOR. S C LLC o. LOW OIL PRESSURE G. VOLTAGE REGULATOR: SOLID-STATE TYPE, SEPARATE FROM EXCITER, PROVIDING 1. DIESEL FUEL PIPING, VALVES, AND SPECIALTIES INSIDE THE BUILDING. ' p. NFPA COMMON ALARMS PERFORMANCE AS SPECIFIED. E. GROUND EQUIPMENT ACCORDING TO DMSION 16 SECTION 'GROUNDING AND BONDING.- q. OVERCURRENT 1. ADJUSTING RHEOSTAT ON CONTROL AND MONITORING PANEL SHALL PROVIDE PLUS OR F. CONNECT WIRING ACCORDING TO DIVISION 16 SECTION 'CONDUCTORS AND CABLES.• 700 BOISSEAU AVE, SJUTHOLD, NY ' r. SPEED SENSOR FAULT MINUS 5 PERCENT ADJUSTMENT OF OUTPUT-VOLTAGE OPERATING BAND. 3.041DENTIFICATION . s. WEAK BATTERY H. STRIP HEATER: THERMOSTATICALLY CONTROLLED UNIT ARRANGED TO MAINTAIN STATOR A. IDENTIFY SYSTEM COMPONENTS ACCORDING TO DIVISION 15 SECTION 'MECHANICAL I: ALTERNATOR PROTECTION ACTIVATED WINDINGS ABOVE DEW POINT. IDENTIFICATION• AND DIVISION 16 SECTION 'ELECTRICAL IDENTIFICATION.' I. INPUTS AND OUTPUTS I. 12 VOLT LEAD-ANTIMONY BATTERY(IES) CAPABLE OF DELIVERING THE MANUFACTURER'S 3.05FlELD QUALITY CONTROL 1. INPUTS RECOMMENDED MINIMUM COLD-CRANKING AMPS REQUIRED AT OOF, PER SAE STANDARD A MANUFACTURER'S FIELD SERVICE: ENGAGE AFACTORY-AUTHORIZED SERVICE a. THERE SHALL BE 21 DRY CONTACT INPUT'S THAT CAN BE USER CONFIGURED TO J-537, SHALL BE SUPPLIED. SHUTDOWN THE GENERATOR OR PROVIDE A WARNING. REPRESENTATIVE TO INSPECT TEST AND ADJUST COMPONENTS ASSEMBLIES AND SHUT J. 10-AMPERE AUTOMATIC FLOAT AND EQUALIZE BATTERY CHARGER WITH +/- 1X EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS. REPORT RESULTS INWRITING. b. THERE SHALL BE 7 USER PROGRAMMABLE ANALOG INPUTS FOR ECM ENGINES (5 CONSTANT VOLTAGE REGULATION FROM NO LOAD TO FULL LOAD OVER +/-10% AC INPUT B. PERFORM TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. �� s FOR NON ECM ENGINES) FOR MONITORING AND CONTROL. LINE VARIATION, CURRENT LIMITED DURING ENGINE CRANKING AND SHORT CIRCUIT 1. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE ' c. EACH ANALOG INPUT CAN ACCEPT 0-5 VOLT ANALOG SIGNALS. CONDITIONS, TEMPERATURE COMPENSATED FOR AMBIENT TEMPERATURES FROM -400C TO REPRESENTATIVE TO INSPECT COMPONENTS, ASSEMBLIES, AND EQUIPMENT rp d. RESOLLMON MUST BE 1 PART IN 10,000. +600C, 5% ACCURATE VOLTMETER AND AMMETER, FUSED. REVERSE POLARITY AND INSTALLATIONS, INCLUDING CONNECTIONS. AND TO ASSIST IN TESTING. e. EACH INPUT CAN BE PROGRAMMED TO PROVIDE UP TO 4 TRIP VALUES - 2 TRANSIENT PROTECTED. C. TESTS AND INSPECTIONS: WARNINGS AND 2 SHUTDOWNS. K. GAS-PROOF, SEAMLESS, STAINLESS STEEL. FLEXIBLE EXHAUST BELLOWS WITH THREADED 1. PERFORM TESTS RECOMMENDED BY MANUFACTURER AND EACH ELECTRICAL TEST AND f. IT MUST BE POSSIBLE TO VIEW THE ANALOG VALUE ON THE DISPLAY. NPT CONNECTION. VISUAL AND MECHANICAL. INSPECTION FOR 'AC GENERATORS AND FOA EMERGENCY g. IT SHALL BE POSSIBLE TO DEFINE EACH USER CONFIGURED INPUT USING WORDS L TWO FLEXIBLE FUEL LINES RATED 300OF AND 100 PSI ENDING IN PIPE THREAD. SYSTEMS' SPECIFIED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY OR PHASES THAT WILL BE VIEWABLE ON THE DIGITAL DISPLAY. M. AIR CLEANER RESTRICTION INDICATOR TO INDICATE THE N® FOR MAINTENANCE OF THE COMPLIANCE WITH TEST PARAMETERS. h. ADDITIONAL STANDARD INPUTS REQUIRED: AIR CLEANERS. 1) INPUT FOR AN EXTERNAL GROUND FAULT DETECTOR. DIGITAL DISPLAY MUST N. REMOTE ANNUNCIATOR PANEL ENABLING THE GENERATOR STATUS TO BE VIEWED 2. NEPA 110 ACCEPTANCE TESTS: PERFORM TESTS REQUIRED NEPA 110 THAT ARE LI SHOW "GROUND FAULT' UPON DETECTION OF A GROUND FAULT. REMOTELY. THIS REMOTE ANNUNCIATOR PANEL SHALL INCLUDE A FOURTEEN (14) RELAY ADDITIONAL TO THOSE SPECIFIED HERE INCLUDING, BUT NOT LIMBED T0, 2 RESET OF SYSTEM FAULTS. DRY CONTACT BOX FOR CONNECTION TO THE CONTROLLER TERMINAL STRIP. THE PANEL SINGLE-STEP FULL-LOAD PICKUP TEST. 3. BATTERY TESTS: EQUALIZE CHARGING OF BATTERY CELS ACCORDING TO 3) REMOTE TWO WIRE START. SHALL HAVE THE CAPABILITY TO BE EITHER FLUSH MOUNTED OR SURFACE MOUNTED. MANUFACTURER'S WRITTEN INSTRUCTIONS. RECORD INDIVIDUAL CELL VOLTAGES. 4) REMOTE EMERGENCY STOP, 0. RUN RELAY TO PROVIDE A THREE-POLE. DOUBLE-THROW RELAY WITH 10 AMPS AT 250 a. MEASURE CHARGING VOLTAGE AND VOLTAGES BETWEEN AVAILABLE BATTERY i. IDLE MODE ENABLE VAC CONTACTS FOR INDICATING THAT THE GENERATOR IS RUNNING. 2. OUTPUTS P. GENERATOR SKID END GAPS. TERMINALS FOR FULL-CHARGING AND FLOAT-CHARGING CONDITIONS. CHECK o. ALL NEPA 110 LEVEL 1 0 MUST E AVAILABLE Q. LIGHTING: THE LIGHTING SHALL BE FOUR (4) DUST RESISTANT, ENCLOSED AND GASKETED ELECTROLYZE LEVEL AND SPECIFIC GRAVITY UNDER BOTH CONDITIONS. OUTPUTS B b. TEST FOR CONTACT INTEGRITY OF ALL CONNECTORS. PERFORM AN INTEGRITY b. THERE SHALL BE THIRTY OUTPUTS AVAILABLE FOR INTERFACING TO OTHER FLUORESCENT LIGHT FIXTURES WITH TWO (2) 60 WATT 120 VOLT LAMPS AND MAGNETIC LOAD TEST AND A CAPACITY LOAD TEST FOR THE BATTERY. EQUIPMENT: BALLAST. THE LIGHT FIXTURE WILL BE WIRED TO AN INTERNAL SWITCH AT EACH DOOR c. VERIFY ACCEPTANCE OF CHARGE FOR EACH ELEMENT OF THE BATTERY AFTER �`�" ,'� ""•' �' `�"`. �°`. Rte: `' ,�"�` `�.�`_ <'° "` " 1) AWf OF THESE OUTPUTS SHALL BE ABLE TO BE USER CONFIGURED FROM A AND CAN BE ACTIVATED AT EITHER DOOR. DISCHARGE LIST OF OVER 25 FUNCTIONS AND FAULTS. R. CONVENIENCE OUTLETS: FACTORY WIRED, GFCI. ARRANGE FOR EXTERNAL ELECTRICAL d. VERIFY THAT MEASUREMENTS ARE WITHIN MANUFACTURER'S SPECIFICATIONS. ISSUE: 2) THESE OUTPUTS SHALL DRIVE OPTIONAL DRY CONTACTS. CONNECTION. 4. BATTERY-CHARGER TESTS: VERIFY SPECIFIED RATES OF CHARGE FOR BOTH c. A PROGRAMMABLE USER DEFINED COMMON FAULT OUTPUT WITH OVER 40 S. SOUND ATTENUATED WEATHER HOUSING SHALL BE PROVIDED. THE HOUSING SHALL. BE EQUALIZING AND FLOAT-CHARGING CONDITIONS. DESCRIPTION DATE BY SELECTIONS SHALL BE AVAILABLE. CONSTRUCTED OF 18 GAUGE PRE-PAINTED GALVANIZED STEEL TO RESIST CORROSION. 5. SYSTEM INTEGRITY TESTS: METHODICALLY VERIFY PROPER INSTALLATION, CONNECTION, ISSUED TO DOH 05.03.17 CP J. SYSTEM PROGRAMMING THE MAXIMUM SOUND LEVEL SHALL NOT EXCEED 75 DBA AT 7 METERS (23 FEET). AND INTEGRITY OF EACH ELEMENT OF ENGINE-GENERATOR SYSTEM BEFORE AND 2.1000TDOOR GENERATOR-SET ENCLOSURE 1. IT MUST BE POSSIBLE TO DISABLE PROGRAMMING SO THE SYSTEM CAN ONLY BE DURING SYSTEM OPERATION. CHECK FOR AIR, EXHAUST, AND FLUID LEAKS. ISSUED FOR CONSTRUCTION 05.05.17 CP ; MONITORED. A DESCRIPTION: SKIN-TIGHT VANDAL-RESISTANT, WEATHERPROOF STEEL HOUSING. WIND 6. EXHAUST-SYSTEM BACK-PRESSURE TEST: USE A MANOMETER WITH A SCALE 2. IT SHALL BE POSSIBLE TO PROGRAM THE CONTROL WITH THE CONTROLLER KEYPAD RESISTANT UP TO 100 MPH (160 KM/H). MULTIPLE PANELS SHALL BE LOCKABLE AND EXCEEDING 40-INCH WG (120 KPA). CONNECT TO EXHAUST UNE CLOSE TO ENGINE ISSUED FOR ADDENDUM 1 05.19.17 CP OR USING ON IBM COMPATIBLE PERSONAL COMPUTER. PROVIDE ADEQUATE ACCESS TO COMPONENTS REQUIRING MAINTENANCE. PANELS SHALL EXHAUST MANIFOLD, VERIFY THAT BACK PRESSURE AT FULL-RATED LOAD IS WITHIN P 3. PROGRAMMING ACCESS IS TO BE ENABLED ONLY AT THE CONTROLLER AND MUST BE BE REMOVABLE BY ONE PERSON WITHOUT TOOLS. INSTRUMENTS AND CONTROL SHALLMANUFACTURER'S WRITTEN ALLOWABLE LIMITS FOR THE ENGINE. PLUMBING UPDATES 06.13.17 CP PASSWORD PROTECTED. BE MOUNTED WITHIN ENCLOSURE. 7. EXHAUST EMISSIONS TEST: COMPLY WITH APPLICABLE GOVERNMENT ZEST CRITERIA 4. THE FOLLOWING MUST BE PROGRAMMABLE FROM THE CONTROLLER KEYPAD: B. DESCRIPTION: PREFABRICATED OR PREENGINIERED, SKIN-TIGHT ENCLOSURE WITH THE 8, VOLTAGE AND FREQUENCY TRANSIENT STABILITY TESTS: USE RECORDING REVISED PER DOH COMMENTS 07.11.17 CP a. TIME DELAY SETTINGS: FOLLOWING FEATURES: OSCILLOSCOPE TO MEASURE VOLTAGE AND FREQUENCY TRANSIENTS FDR 50 AND 100 1) GENERATOR RUN TIME (0 TO 72 HOURS) - EXERCISE 1. CONSTRUCTION: GALVANIZED-STEEL, METAL-CLAD. INTEGRAL. 2 LOI1D SHED STRUCTURAL-STEEL-FRAMED BUILDING ERECTED ON STEEL PLATFORM. IS AS SPECIFIED.PERCENT STEP-LOAD INCREASES AND DECREASES, AND VERIFY THAT PERFORMANCE ISSUED FOR DOB APPROVAL 03.23.18 CP {': 3) ENIiINE START 2. STRUCTURAL DESIGN AND ANCHORAGE: COMPLY WITH ASCE 7 FOR WIND LOADS. 9, HARMONIC-CONTENT TESTS: MEASURE HARMONIC CONTENT OF OUTPUT VOLTAGE 4) ENGINE COOL DOWN 3. SPACE HEATER: THERMOSTATICALLY CONTROLLED AND SIZED TO PREVENT UNDER 25 PERCENT AND AT 100 PERCENT OF RATED LINEAR LOAD. VERIFY THAT 5) OVER VOLTAGE AND UNDER VOLTAGE DELAYS CONDENSATION. HARMONIC CONTENT IS WITHIN SPECIFIED LIMITS. 4. LOUVERS: EQUIPPED WITH BIRD SCREEN AND FILTER ARRANGED TO PERMIT AIR ' 6) STM�RTING AID 10. NOISE LEVEL TESTS: MEASURE A-WEIGHTED LEVEL OF NOISE EMANATING FROM CIRCULATION WHEN ENGINE IS NOT RUNNING WHILE EXCLUDING EXTERIOR DUST, GENERATOR-SET INSTALLATION. INCLUDING ENGINE EXHAUST AND COCUNG-AIR INTAKE : 7) CIZNK ON AND CRANK PAUSE TIME BIRDS, AND RODENTS. AND DISCHARGE. AT FOUR LOCATIONS ON THE PROPERTY UNE. AND COMPARE 8) IDLE TIME 5. HINGED DOORS: WITH PADLOCKING PROVISIONS. MEASURED LEVELS WITH REQUIRED VALUES. b. TRIP POINT SETTINGS: 6. VENTILATION: LOUVERS EQUIPPED WITH BIRD SCREEN AND FILTER ARRANGED TOi 1) HIGH BATTERY VOLTAGE PERMIT AIR CIRCULATION WHILE EXCLUDING EXTERIOR DUST, BIRDS. AND RODENTS. D. COORDINATE TESTS WITH TESTS FOR TRANSFER SWITCHES AND RUN THEM 2 LOW MATERIALS VOLTAGE 7. THERMAL INSULATION: MANUFACTURER'S STANDARD MATERIAAND THICKNESS TEST IN CONCURRENTLY. E. TEST NSTRUMENTS SHALL HAVE BEEN CALIBRATED WITHIN THE LAST 12 MONTHS, l; i€ 3) OVI_RSPEED SELECTED IN COORDINATION WITH SPACE HEATER TO MAINTAIN WINTER INTERIOR TRACEABLE TO STANDARDS OF NIST, AND ADEQUATE FOR MAKING POSrM OBSERVATION TEMPERATURE WITHIN OPERATING LIMITS REQUIRED BY ENGINE-GENERATOR-SET 4) UNDER FREQUENCY OF TEST RESULTS. MAKE CALIBRATION RECORDS AVAILABLE FOR EXAMINATION ON ; 5) OVI_R FREQUENCY COMPONENTS. REQUEST. 6} OVI"R VOLTAGE MUFFLER LOCATION: WITHIN ENCLOSURE. F. LEAK TEST: AFTER INSTALLATION. CHARGE SYSTEM AND TEST FOR LEAKS REPAIR LEAKS 7) UNDER VOLTAGE C. ENGINE COOLING AIRFLOW THROUGH ENCLOSURE: MAINTAIN TEMPERATURE RISE OF AND RETEST UNTIL NO LEAKS EXIST. 8) LOAD SHED SYSTEM COMPONENTS WITHIN REQUIRED LIMITS WHEN UNIT OPERATES AT 110 PERCENT G. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS OF RATED LOAD FOR 2 HOURS WITH AMBIENT TEMPERATURE AT TOP OF RANGE TO CONFIRM PROPER MOTOR ROTATION AND UNIT OPERATION. K. COMMUNICATIONS SPECIFIED IN SYSTEM SERVICE CONDITIONS. 1. IF THE GENERATOR ENGINE IS EQUIPPED WITH AN ECM (ENGINE CONTROL MODULE), H. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING 1. LOUVERS: FIXED-ENGINE, COOLING-AIR INLET AND DISCHARGE STORM-PROOF AND CONTROLS AND EQUIPMENT. THE CONTROLLER MUST COMMUNICATE TO THE ECM FOR CONTROL. MONITORING, AND DRAINABLE LOUVERS PREVENT ENTRY OF RAIN AND SNOW. I. REMOVE AND REPLACE MALFUNCTIONING UNITS AND RETEST AS SPECIFIED ABOVE. DIAGNOSTICS. SAE J1939 STANDARD COMMUNICATIONS IS REQUIRED. 2. AUTOMATIC DAMPERS: AT ENGINE COOLING-AIR INLET AND DISCHARGE. DAMPERS 2. INDUSTRY STANDARD MODBUS RTU COMMUNICATION SR 1 BE AVAILABLE. SFWl BE CLOSED TO REDUCE ENCLOSURE HEAT LOSS IN COLD WEATHER WHEN J. RETESTCORRECT DEFICIENCIES IDENTIFIED BY TESTS AND OBSERVATIONS AND RETEST : 3. A MODBUS MASTER WILL BE ABLE TO MONITOR CONTROLLER DATA UNIT IS NOT OPERATING. UNTIL SPECIFIED REQUIREMENTS ARE MET. IAY 4. A MODBUS MASTER WILL BE ABLE TO ALTER PARAMETERS. D. INTERIOR LIGHTS WITH SWITCH: FACTORY-WIRED, VAPORPROOF-TYPE FIXTURES WITHIN K. REPORT RESULTS OF TESTS AND INSPECTIONS IN WRITING. RECORD ADJUSTABLE RES LAB 5. THE MODBUS MASTER MUST BE CAPABLE OF STARTING AND STOPPING THE HOUSING; ARRANGED TO ILLUMINATE CONTROLS AND ACCESSIBLE INTERIOR. ARRANGE SETTINGS AND MEASURED INSULATIONLABEL 0R TAG TO EACH TESTED COMPONENT INDICATING RESISTANCES, TIME DELAYS, AND OTHER VALUES GENERATOR. FOR EXTERNAL ELECTRICAL CONNECTION. AND OBSERVATIONS. ATTACH A SATISFACTORY COMPLETION OF TESTS. L COMMUNICATIONS do PERSONAL COMPUTER SOFTWARE 1. AC LIGHTING SYSTEM AND CONNECTION POINT FOR OPERATION WHEN REMOTE L INFRARED SCANNING: AFTER SUBSTANTIAL COMPLETION, BUT NOT MORE TACO 60 DAYS 1. THE CONTROLLER MUST HAVE THE CAPABILITY TO COMMUNICATE TO A PERSONAL SOURCE IS AVAILABLE. AFTER FINAL ACCEPTANCE. PERFORM AN INFRARED SCAN OF EACH POWER WIRING COMPUTER (IBM OR COMPATIBLE) RUNNING WINDOWS XP. CONVENIENCE OUTLETS: FACTORY WIRED, GFCI. ARRANGE FOR EXTERNAL ELECTRICAL TERMINATION AND EACH BUS CONNECTION. REMOVE ALL ACCESS PANELS SO 2. BOTH RS-232 AND RS-485 COMMUNICATION FORMATS SHALL BE AVAILABLE. CONNECTION. TERMINATIONS AND CONNECTIONS ARE ACCESSIBLE TO PORUBLE SCANNER. DO NOT SCALE PLANS 3. A VARIETY OF CONNECTIONS SHALL BE AVAILABLE BASED ON REQUIREMENTS: E. SIMILAR TO GENERAC LEVEL 1 SOUND ATTENUATED ENCLOSURE OR APPROVED EQUAL 1. FOLLOW-UP INFRARED SCANNING: PERFORM AN ADDITIONAL FOLLOW-UP INFRARED a. A SINGLE CONNECTION TO A PC. A CABLE LENGTH OF UP TO 4000 FEET MUST 2.11 VIBRATION ISOLATION DEVICES SCAN 11 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. ,': >° BE SUPPORTED. A. ELASTOMERIC ISOLATOR PADS: OIL- AND WATER-RESISTANT ELASTOMER OR NATURAL 2. INSTRUMENT: USE AN INFRARED SCANNING DEVICE DESIGNED TO MEASURE ARCHITECT OF RECORD >i b. MULTIPLE DEVICES AT A SINGLE LOCATION CONNECTED TO A PC. RUBBER. ARRANGED IN SINGLE OR MULTIPLE LAYERS, MOLDED WITH A NONSUP PATTERN TEMPERATURE OR TO DETECT SIGNIFICANT DEVIATIONS FROM NORMAL VALUES. c. A SINGLE CONNECTION FROM A DEVICE TO A PC OVER PHONE LINES. AND GALVANIZED-STEEL BASEPLATES OF SUFFICIENT STIFFNESS FOR UNIFORM LOADING PROVIDE CALIBRATION RECORD FOR DEVICE. } Ter esen Associates, Architects4 d. MULTIPLE DEVICES TO A PC OVER PHONE LINES. OVER PAD AREA, AND FACTORY CUT TO SIZES THAT MATCH REQUIREMENTS OF 3. RECORD OF INFRARED SCANNING: PREPARE A CERTIFIED REPORT THAT IDENTIFIES , 4. WHEN EQUIPPED WITH COMMUNICATIONS MODULES, TRANSFER SWITCHES AND POWER SUPPORTED EQUIPMENT. TERMINATIONS AND CONNECTIONS CHECKED AND THAT DESCRIBES SCANNING RESULTS. 248 West 35th Street 11th Floor New York, NY 10001 MONITORS ALONG WITH GENERATOR CONTROLLERS MUST BE ABLE TO BE CONNECTED 1. MATERIAL STANDARD NEOPRENE. INCLUDE NOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND TO THE SAME COMMUNICATION NETWORK WITH NO ADDITIONAL INTERFACES BEING 2. DUROMETER RATING: REFER TO STRUCTURAL SPECIFICATIONS FOR REQUIREMENTS. OBSERVATIONS AFTER REMEDIAL ACTION. 212.239.1526 Fax: 212.736.7899 REQUIRED. 3. NUMBER OF LAYERS: REFER TO STRUCTURAL SPECIFICATIONS FOR REQUIREMENTS. 5. THE CAPABILITY TO CONNECT UP TO 128 DEVICES GENSET CONTROLS AND B. RESTRAINED SPRING ISOLATORS: FREESTANDING. STEEL. OPEN-SPRING ISOLATORS WITH E-mail: info@terjesenarchitects.com ( 3.08DE�IONSTRATION TRANSFER 'SVIT'CHES) ON A SINGLE NETWORK MUST BE SUPPORTED. SEISMIC RESTRAINT. A ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S a :.. .' 1. HOUSING: STEEL WITH RESILIENT VERTICAL-UNIT STOPS TO PREVENT SPRING •�M,• ..�°� ..- Y � - nR�� • 6. CABLING IS TO BE DEVICE TO DEVICE IN A DAISY CHAIN FASHION WITH NO LIMITATEON MAINTENANCE PERSONNEL TO ADJUST. OPERATE. AND MAINTAIN PACKAGED ENGINE ON DEVICE LOCATIONS WITHIN THE NETWORK. EXTENSION DUE TO WIND LOADS OR IF WEIGHT IS REMOVED; FACTORY-DRILLED MECHANICAL ENGINEER 7. THE NETWORK MUST BE SELF- POWERED. NO POWER WIRING BETWEEN DEVICES IS BASEPLATE BONDED TO 1/4-INCH- (6-MM-) THICK, ELASTOMERIC ISOLATOR PAD GENERATORS. REFER TO DIVISION 1 SECTION *DEMONSTRATION AND TFUUNING. ep ALLOWED. ATTACHED TO BASEPLATE UNDERSIDE; AND ADJUSTABLE EQUIPMENT MOUNTING AND 3.070N SITE STARTUP AND CHECKOUT EP��per NS B. A SINGLE SOFTWARE PACKAGE WITH THE FOLLOWING CAPABILITIES IS REQUIRED: LEVELING BOLT THAT ACTS AS BLOCKING DURING INSTALLATION. t) THE SUPPLIER OF THE ELECTRIC GENERATING PLANT AND ASSOCIATED ITEMS COVERED 110 William Street 32nd Floor New York, NY 10038 o. ANY COMBINATION OF TRANSFER SWITCHES AND GENERATOR CONTROLS. 2. OUTSIDE SPRING DIAMETER: NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT HEREIN SHALL PROVIDE FACTORY TTECHNICIANS TO CHECKIXfT THE COMPLETED b. UP TO 128 DEVICES AT A SINGLE SITE MUST BE SUPPORTED. OF THE SPRING AT RATED LOAD. INSTALLATION MID TO PERFORM AN NITUI STARTUP INSPECTION TO INCWEOE 212.257.6190 Fax: 212.994.8091 c. THE SAME SOFTWARE PACKAGE MUST SUPPORT COMMUNICATIONS OVER PHONE 3. MINIMUM ADDITIONAL TRAVEL 50 PERCENT OF REQUIRED DEFLECTION AT RATED LINES. THE SOFTWARE SHALL ALLOW COMMUNICATIONS WITH UP TO 128 SITES LOAD. www.EPENGINEERING.com (PHONE NUMBERS} INCLUDING PHONE NUMBER FIELDS LARGE ENOUGH FOR 4. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS, c} ENSURING THE ENGINE STARTS {BOTH HOT AND COLD) CORRIN THE SPECIFIEDTIME INTERNATIONAL COMMUNICATION. 5. OVERLOAD CAPACITY: SUPPORT 200 PERCENT OF RATED LOAD, FULLY COMPRESSED, ,.,...V V W _................................,. b) VERIFICATION OF ENGINE PARAMETERS WITHIN SPECIFICATION. d. ACCESS TO INDIVIDUAL DEVICES BY THE SOFTWARE SHALL BE PROTECTED BY WITHOUT DEFORMATION OR FAILURE. STRUCTURAL ENGINEER PASSWORD. 2.1Engineering g g Firm A. INDOOR AND OUTDOOR ENCLOSURES AND COMPONENTS: MANUFACTURER'S STANDARD c) VERIFY NO LOAD FREQUENCY AND VOLTAGE, ADJUSTING IF REQUIRED. e. TO SUPPORT FUTURE EXPANSION, IT MUST BE POSSIBLE TO ADD DEVICES (ATS Address AND GENERATOR SET CONTROLLERS), UP TO 128 AND SITES UP TO 128, WITH FINISH OVER CORROSION-RESISTANT PRETREATMENT AND COMPATIBLE PRIMER. THE INSTALLED SOFTWARE CHANGING TO A DIFFERENT SOFTWARE PACKAGE IS 2.13SOURCE QUALITY CONTROL d) TEST ALL AUTOMATIC SHUTDOWNS OF THE ENGINE-GENERATOR. Phone Fax: NOT ACCEPTABLE. A. PROTOTYPE TESTING: FACTORY TEST ENGINE-GENERATOR SET USING SAME ENGINE MODEL. CONSTRUCTED OF IDENTICAL OR EQUIVALENT COMPONENTS AND EQUIPPED WITH e) PERFORM A LOAD TEST OF THE ELECTRIC PLANT. ENSURING FULL LOAD FREWENCY AND f. ALL DISPLAYS, DATA INQUIRES, AND PROGRAM FUNCTIONS ALLOWED ON THE E-mail: r' CONTROLLERS, BOTH GENERATOR AND ATS, SHALL ALSO BE AVAILABLE THROUGH IDENTICAL OR EQUIVALENT ACCESSORIES. VOLTAGE ARE WITHIN SPECIFICATION BY USING BUILDING LOAD. THE SCiFTWARE. 1. TESTS: COMPLY WITH NFPA 110, LEVEL. 1 ENERGY CONVERTERS AND WITH THE g. A SINGLE SOFTWARE SCREEN MUST BE CAPABLE OF DISPLAYING DATA FROM IEEE 115. f1 PERFORM A LOAD TEST FOR 1.5 HOURS USING BUILDING LOAD. IN ADDITION TO THE BUILDING MULTIPLE DEVICES SIMULTANEOUSLY. B. PROJECT-SPECIFIC EQUIPMENT TESTS: BEFORE SHIPMENT, FACTORY TEST LOAD TEST, LOAD THE GENERATOR AT 100% FOR 120 MINUTES.MULTIPLE SET AND OTHER SYSTEM COMPONENTS AND ACCESSORIES S O U T H O L D A S C h. IT SHALL BE POSSIBLE TO RESET SHUTDOWN FAULTS, AND RESTART THE GENERATOR USING THE SOFTWARE. MANUFACTURED SPECIFICALLY FOR THIS PROJECT. PERFORM TESTS AT RATED LOAD AND i. IFA 'IR/WSFER SWITCH IS USED, IT MUST BE POSSIBLE TO START THE POWER FACTOR. INCLUDE THE FOLLOWING TESTS: 3.09RAINING 700 B OI S S EAU AVENUE GENERATOR AND TRANSFER THE LOADS TO THE GENERATOR. 1. TEST COMPONENTS AND ACCESSORIES FURNISHED WITH INSTALLED UNIT THAT ARE 2.07GENERATOR OVERCURRENT AN1) TRAINING IS TO BE SUPPLIED BY THE START-UP TECHNICIAN FOR THE ETVD-USER D FAULT PROTECTION NOT IDENTICAL TO THOSE ON TESTED PROTOTYPE TO DEMONSTRATE COMPATIBILITY SOUTHOLD, NY AND RELIABILITY. DURING COMMISSIONING. THE TRAINING SHOULD COVER BASIC GENERATOR OPERATION I A GENERATOR CIRCUIT BREAKER: MOLDED-CASE, ELECTRONIC-TRIP TYPE; 100 PERCENT 2. FULL LOAD RUN. AND COMMON GENERATOR ISSUES THAT CAN BE MANAGED B1'THE END-USER, a; RATED; COMPLYING WITH UL 489. 1. TRIPPING CIHARAGTERISTICS: ADJUSTABLE LONG-TIME AND SHORT-TIME DELAY AND 3. MAXIMUM POWER. 2) A MINIMUM OF 3 DAYS OF TRAINING SHALL BE PROVIDED. INSTANTANEOUS. 4. VOLTAGE REGULATION. DRAWING TITLE 2. TRIP SEETINIGS: SELECTED TO COORDINATE WITH GENERATOR THERMAL DAMAGE 5. TRANSIENT AND STEADY-STATE GOVERNING. END OF SECTION ELECTRICAL E. CURVE. 6. SINGLE-STEP LOAD PICKUP. 7. SAFETY SHUTDOWN. 3. SHUNT TRIPET': CONNECTED TO TRIP BREAKER WHEN GENERATOR SIS SHUT DOWN SPECIFICATIONS BY OTHER PROTECTIVE DEVICES, B. PROVIDE 14 DAYS ADVANCE NOTICE OF TESTS AND OPPORTUNITY FOR OBSERVATION fl 4. MOUNTING: ADJACENT TO OR INTEGRATED WITH CONTROL AND MONITORING PANEL. OF TESTS BY OWNER'S REPRESENTATML B. GENERATOR DISCONNECT SWITCH: MOLDED-CASE TYPE. 100 PERCENT RATED. 9. REPORT FACTORY TEST RESULTS WITHIN 10 DAYS OF COMPLETION OF TEST. (3 OF 4) 1. RATING: MATCHED TO GENERATOR OUTPUT RATING. PART 3 - EXECUTION 2. SHUNT TRIP': CONNECTED TO TRIP SWITCH WHEN SIGNALED BY GENERATOR 3.01EXAMINATION PROTECTOR OR BY OTHER PROTECTIVE DEVICES. A EXAMINE AREAS, EQUIPMENT BASES, AND CONDITIONS, WITH INSTALLER PRESENT. FOR C. GENERATOR PROTECTOR: MICROPROCESSOR-BASED UNIT SHALL CONTINUOUSLY MONITOR COMPLIANCE WITH REQUIREMENT'S FOR INSTALLATION AND OTHER CONDITIONS AFFECTING DATE CURRENT LEVEL. IN EACH PHASE OF GENERATOR OUTPUT, INTEGRATE GENERATOR HEATING PACKAGED ENGINE-GENERATOR PERFORMANCE 717117 EFFECT OVER TIME, AND PREDICT WHEN THERMAL DAMAGE OF ALTERNATOR WILL OCCUR. B. EXAMINE ROUGHING-IN OF PIPING SYSTEMS AND ELECTRICAL CONNECTIONS. VERIFY WHEN SIGNALED BY GENERATOR PROTECTOR OR OTHER GENERATOR-SET PROTECTIVE ACTUAL LOCATIONS OF CONNEC11ONS BEFORE PACKAGED ENGINE-GENERATOR DEVICES. A SHUNT-TRIP DEVICE IN THE GENERATOR DISCONNECT SWITCH SHALL OPEN INSTALLATION. PROJECT NUMBER THE SWITCH TO DISCONNECT THE GENERATOR FROM LOAD CIRCUITS. PROTECTOR SHALL. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN 2017.025 PERFORM THE FOLLOWING FUNCTIONS: CORRECTED. 1. INITIATES A GENERATOR OVERLOAD ALARM WHEN GENERATOR HAS OPERATED AT AN 3.021NSTALLATION DRAWN BY OVERLOAD EQUIVALENT TO 110 PERCENT OF FULL-RATED LOAD FOR 60 SECONDS. A. COMPLY WITH PACKAGED ENGINE-GENERATOR MANUFACTURERS' WRITTEN INSTALLATION ; JV INDICATION FOR THIS ALARM IS INTEGRATED WITH OTHER GENERATOR-SET AND ALIGNMENT INSTRUCTIONS AND WITH NFPA 110. MALFUNCTION ALARMS. B. INSTALL PACKAGED ENGINE GENERATOR TO PROVIDE ACCESS, WITHOUT REMOVING SCALE 2. UNDER SINGLE OR THREE-PHASE FAULT CONDITIONS. REGULATES GENERATOR TO 300 CONNECTIONS OR ACCESSORIES, FOR PERIODIC MAINTENANCE. QED A CS, PERCENT OF RATED FULL-LOAD CURRENT FOR UP TO 10 SECONDS. C. INSTALL PACKAGED ENGINE GENERATOR WITH ELASTOMERIC ISOLATOR PADS HAVING A AS NOTED 3. AS OVERCURRENT HEATING EFFECT ON THE GENERATOR APPROACHES THE THERMAL MINIMUM DEFLECTION OF 1 INCH (25 MM) ON 4-INCH- {100-MM-) HIGH CONCRETE S n DAMAGE POINT OF THE UNIT, PROTECTOR SWITCHES THE EXCITATION SYSTEM OFF, BASE. SECURE SETS TO ANCHOR BOLTS INSTALLED IN CONCRETE BASES, CONCRETE 0: U + �C'1 '� DRAWING NUMBER OPENS THE GENERATOR DISCONNECT DEVICE, AND SHUTS DOWN THE GENERATOR BASE CONSTRUCTION IS SPECIFIED IN DIVISION 16 SECTION 'ELECTRICAL SUPPORTS AND * cl E m U- Z SET. SEISMIC RESTRAINTS.' 4. SENSES CLIMBING OF A FAULT BY OTHER OVERCURRENT DEVICES AND CONTROLS D. INSTALL SCHEDULE 40, BLACK STEEL PIPING WITH WELDED JOINTS AND CONNECT TO ON Q268 RECOVERY OF RATED VOLTAGE TO AVOID OVERSHOOT. ENGINE MUFFLER. INSTALL THIMBLE AT WALL PIPING SHALL BE SAME DIAMETER AS OF N � D. GROUND-FAULT INDICATION: COMPLY WITH NFPA 70, 'EMERGENCY SYSTEM" SIGNALS FOR E =80100 MUFFLER OUTLET. COORDINATE FLEXIBLE CONNECTORS AND STEEL PIPING MATERIALS GROUND-FAULT. INTEGRATE GROUND-FAULT ALARM INDICATION WITH OTHER AND INSTALLATION REQUIREMENTS WITH THE MANUFACTURER AND MECHANICAL ENGINEER. GENERATOR-SET' ALARM INDICATIONS. 1. INSTALL CONDENSATE DRAIN PIPING TO MUFFLER DRAIN OUTLET FULL SIZE OF DRAIN 2.08GENERATOR. IXCITEFI, AND VOLTAGE REGULATORCONNECTION WITH A SHUTOFF VALVE. STAINLESS-STEEL FLEXIBLE CONNECTOR, AND SEAL SHEET NO: 1b OF 17 .. .. ....... ....... . . Y % GROUNDING AND BONDING F. SERVICE SWITCHBOARDS: AT EACH MAIN DISCONNECT SWITCH PROVIDE A COPPER EQUIPMENT GROUND CHARACTERISTICS, PERTINENT TRANSFORMER CHARACTERISTICS, PERTINENT MOTOR AND GENERATOR PART 1 - SF.DIEBEIL CONNECTION RATED AT NOT LESS THAN 20% OF SWITCH RATING AND CONNECTED ON THE UNE SIDE OF THE CHARACTERISTICS, AND CHARACTERISTICS OF OTHER SYSTEM LOAD PROTECTIVE DEVICES. INCLUDE AT LEAST ALL REMOVABLE LINK OF THE SERVICE NEUTRAL DEVICES DOWN TO THE LARGEST BRANCH CIRCUIT AND LARGEST FEEDER CIRCUIT BREAKER IN EACH MOTOR 1.01 RELATED DOIFNTS G. WHEREVER FLEXIBLE METAL CONDUIT IS USED FOR PART OF A CONDUIT RUN, EXCEPT LIGHTING BRANCH CONTROL CENTER, AND MAIN BREAKER IN BRANCH PANELBOARDS. .:,, NORTH FORK ": CIRCUITS UNDER 6 FEET, PROVIDE A GROUNDING CONDUCTOR IN THE CONDUIT AND CONNECT TO GROUNDING E. INCLUDE ALL ADJUSTABLE SETTING FOR GROUND FAULT PROTECTIVE DEVICES. INCLUDE MANUFACTURING A DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ......................................_....................... BUSHINGS AT EACH END OF RUN. TOLERANCE AND DAME BANDS IN PLOTTED FUSE CHARACTERISTICS. SHOW TRANSFORMER FULL LOAD AND MAG . ._..._..__ .v....._ .._ AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.02 SUMMARY H. WHERE PULL BOXES CONTAIN BARRIERS, PROVIDE A GROUND LUG IN EACH SECTION. 150, 400, OR 600 PERCENT CURRENTS. TRANSFORMER MAGNETIZING INRUSH. ANSI TRANSFORMER WITHSTAND I. INSTALL GROUNDING CONDUCTORS IN ALL WIRING WHERE NON-METALLIC CONDUIT IS USED. PARAMETERS AND SIGNIFICANT SYMMETRICAL AND ASYMMETRICAL FAULT CURRENTS. TERMINATE DEVICE A. THIS SECTION INCLUDES METHODS AND MATERIALS FOR GROUNDING SYSTEMS AND EQUIPMENT. J. PROVIDE GROUND CONDUCTOR FROM MAIN TELEPHONE EQUIPMENT AND FRAME ROOM TO SAME GROUNDING CHARACTERISTIC CUFVES AT A POINT REFLECTING THE MAXIMUM SYMMETRICAL OR ASYMMETRICAL FAULT CURRENT 1.03 SUBMITTALS POINT THAT SERVES BUILDING EQUIPMENT SYSTEM GROUND. TO WHICH THE DEVICE IS EXPOSITED. S C LLC A PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED. BUS, TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH GROUNDING LUG, F. INCLUDE COMPLETE FAULT CALCULATIONS AS SPECIFIED HEREIN FOR EACH PROPOS® AND ULTIMATE SOURCE ' BUS, OR BUSHING. COMBINATION. NOTE THAT SOURCE COMBINATIONS MAY INCLUDE PRESENT AND FUTURE SUPPLY CIRCUITS, LARGE <4 700 BOISSEAU AVE, SOUTHOLD, NY B. OTHER INIFORMATION& SUBMITTALS: PLANS SHOWING DIMENSIONED AS-BUILT LOCATIONS OF GROUNDING L TIGHTEN GROUNDING AND BONDING CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN MOTORS, OR GENERATORS AS NOTED ON DRAWING ONE-LINES. FEATURES SPECIFIED IN PART 3 'FIELD QUALITY CONTROL' ARTICLE, INCLUDING THE FOLLOWING:" 1. GROUND RODS. ACCORDANCE WITH MANUFACTURERS PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. G. SUBMIT QUALIFICATIONS OF INDIVIDUAL(S) WHO WILL PERFORM THE WORK FOR APPROVAL PRIOR To 2. GROUND RINGS. WHERE MANUFACTURER'S TORQUE REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH COMMENCEMENT OF THE STUDIES. PROVIDE STUDIES IN CONJUNCTION WITH EQUIPMENT SUBMITTALS TO VERIFY � 3. GROUNDING ARRANGEMENTS AND CONNECTIONS FOR SEPARATELY DERIVED SYSTEMS. LIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE PERMANENT AND ERFECTIVE GROUNDING. OFUIPMENT THE STUDYnTO THE OWNER.NGS REQUIRED. SUBMIT MAKE ALL ADDITIONS OR CHANGES AS REQUIRED BY THE EVIEWER. DELIVERY M. INSTALL BRAIDED TYPE BONDING JUMPERS WITH CODE-SIZED GROUND CLAMPS ON WATER METER PIPING TO C. QUALIFICATION DATA: FOR TESTING AGENCY AND TESTING AGENCY'S FIELD SUPERVISOR. ELECTRICALLY BYPASS WATER METERS. H. UTILIZE EQUIPMENT LOAD DATA FOR THE STUDY OBTAINED BY THE CONTRACTOR FROM CONTRACT DOCUMENTS, D. FIELD QUALITY-CONTROL TEST REPORTS. N. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND AND PROTECTIVE DEVICES IN SHORTEST AND INCLUDING CONTRACT ADDENDUMS ISSUED PRIOR TO BID OPENINGS. E OPERATION AND MAINTENANCE DATA: FOR GROUNDING TO INCLUDE THE FOLLOWING IN EMERGENCY. OPERATION, STRAIGHTEST PATHS AS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. I. INCLUDE FAULT CONTRIBUTION OF ALL MOTORS IN THE STUDY. NOTIFY THE ENGINEER IN WRITING OF CIRCUIT x; AND MAINTENANCE MANUALS: 0. APPLY CORROSION-RESISTANT FINISH TO FIELD-CONNECTIONS, BURIED METALLIC GROUNDING AND BONDING PROTECTIVE DEVICES NOT PROPERLY RATED FOR FAULT CONDITIONS. 1. INSTRUCTIONS FOR PERIODIC TESTING AND INSPECTION OF GROUNDING FEATURES AT GROUND RINGS, GROUNDING PRODUCTS, AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED, WHICH ARE J. PROVIDE SETTINGS FOR THE CHILLER MOTOR STARTERS OR OBTAIN FROM THE MECHANICAL CONTRACTOR, ER CONNECTIONS FOR SEPARATELY DERIVED SYSTEMS BASED ON NEIA MTS. NFPA 70B AND IEEE C2-2002 (ANSI). SUBJECTED TO CORROSIVE ACTION. INCLUDE IN THE STUDY PACKAGE. AND COMMENT. a. TESTS SHALL BE TO DETERMINE IF GROUND RESISTANCE OR IMPEDANCE VALUES REMAIN WITHIN P. INSTALL CLAMP-ON CONNECTORS ON CLEAN METAL CONTACT SURFACES, TO ENSURE ELECTRICAL CONDUCTIVITY` K. INCLUDE PHASE AND GROUND COORDINATION OF THE GENERATOR PROTECTIVE DEVICES. SHOW THE GENERATOR SPECIFIED MAXIMUMS, AND INSTRUCTIONS SHALL RECOMMEND CORRECTIVE ACTION IF THEY DO NOT. AND CIRCUIT INTEGRITY. DECREMENT CURVE AND DAMAGE CURVE ALONG WITH THE OPERATING CHARACTERISTIC OF THE PROTECTIVE ' b. INCWDE RECOMMENDED TESTING INTERVALS. Q. MAKE GROUND WIRES CONTINUOUS WITHOUT SPLICES. AVOID SOLDERED JOINTS IN ANY GROUND CONNECTION. DEVICES. OBTAIN THE INFORMATION FROM THE GENERATOR MANUFACTURER AND INCLUDE THE GENERATOR 1.04 QUA= ASSURANCE USE SOLDERL.ESS TYPE CONNECTORS, CLAMPS. ETC. ACTUAL IMPEDANCE VALUE. TIME CONSTANTS AND•CURRENT BOOST DATA IN THE STUDY. DO NOT USE TYPICAL. A. TESTING AAGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, WITH THE EXPERIENCE AND CAPABILITY TO R. GROUND INTERRUPTED METALLIC RACEWAYS WITH GROUND CONDUCTORS CONNECTED TO METALLIC RACEWAY AT VALUES FOR THE GENERATOR. CONDUCT THE TESTING INDICATED, THAT IS A MEMBER COMPANY OF THE INTER NATIONAL ELECTRICAL TESTING EACH END. L EVALUATE PROPER OPERATION OF THE GROUND RELAYS IN 4-WIRE DISTRIBUTIONS WITH MORE THAN ONE MAIN ASSOCIATION OR IS A NATIONALLY RECOGNIZED TESTING LABORATORY NRTL AS DEFINED BY OSHA IN S. BOND ALL CONDUCTIVE PIPING SYSTEMS IN THE BUILDINGS TO THE ELECTRICAL SYSTEM GROUND. MAKE SERVICE CIRCUIT BREAKER, OR WHEN GENERATORS ARE PROVIDED, AND DISCUSS THE NEUTRAL GROUND AND ( ) BONDING CONNECTIONS AS CLOSE AS PRACTICAL TO THE SERVICE EQUIPMENT GROUND BAR. GROUND FAULT CURRENT FLOWS DURING A NEURAL TO GROUND FAULT. 29 CFR 1910.7, AND THAT IS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. T. COMPLY WITH UTILITY COMPANY GROUND RESISTANCE REQUIREMENTS. 1. TESTING AGENCYS FIELD SUPERVISOR: PERSON CURRENTLY CERTIFIED BY THE INTER NATIONAL. ELECTRICAL TESTING U. WHERE EXPANSION FITTINGS OCCUR, PROVIDE INTERNAL CODE SIZE GROUND CONDUCTOR TERMINATING IN 2.02 STUDY REPORT ASSOCIATION TO SUPERVISE ON-SITE TESTING SPECIFIED IN PART 3. ADJACENT PULLING POINTS WITH GROUNDING BUSHINGS. A. THE RESULTS OF THE POWER 'SYSTEM STUDY SHALL BE SUMMARIZED IN A FINAL REPORT. SIX (6) BOUND B. ELECTRICAL COMPONENTS, DEVICES. AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70. V. GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE COPIES OF THE FINAL REPORT SHALL BE SUBMITTED. ARTICLE 100. BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HIVING JURISDICTION. AND MARKED FOR INDICATED OR REQUIRED BY CODE AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAYr B. INCLUDE THE FOLLOWING SECTIONS IN THE REPORT: INTENDED USE. BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. 1. DESCRIPTION, PURPOSE. BASIS AND SCOPE OF STUDY AND SINGLE UNE DIAGRAM OF THAT PORTION OF POWER C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. W. GROUND RODS: DRIVE RODS UNTIL TOPS ARE 2 INCHES (50 MM) BELOW FINISHED FLOOR OR FINAL GRADE, SYSTEM D. STANDARDS COMPLIANCE COMPLY WITH REQUIREMENTS OF JEC UL AND EQ APPLICABLE NYC ELECTRICAL CODES, T UNLESS OTHERWISE INDICATED. 2. TABULATIONS OF CIRCUIT BREAKER, FUSE AND OTHER PROTECTIVE DEVICE RATINGS VERSUS CALCULATED SHORT IEEE STANDARDS PERTAINING TO ELECTRICAL. GROUNDING AND BONDING OF SYSTEMS, CIRCUITRY AND EQUIPMENT. PROVIDE GROUNDING AND BONDING PRODUCTS WHICH ARE UL LISTED AND LABELED FOR THEIR INTENDED USAGE. 1. INTERCONNECT GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR BELOW GRADE AND AS OTHERWISE CIRCUIT DUTIES AND COMMENTARY REGARDING SAME. . INDICATED, MAKE CONNECTIONS WITHOUT EXPOSITING STEEL OR DAMAGING COATING, IF ANY. 3. PROTECTIVE DEVICE TIME VERSUS CURRENT COORDINATION CURVES, TABULATIONS OR RELAY AND CIRCUIT BREAKER2. FOR GROUNDING ELECTRODE SYSTEM, INSTALL AT LEAST THREE RODS SPACED AT LEAST ONE-ROD LENGTH FROM �P SETTING, FUSE SELECTION AND COMMENTARY REGARDING SAME. ISSUE: PART 2 - P@4�7 EACH OTHER AND LOCATED AT LEAST THE SAME DISTANCE FROM OTHER GROUNDING ELECTRODES, AND CONNECT TO } 2.01 CONDUCTORS THE SERVICE GROUNDING ELECTRODE CONDUCTOR. 4. FAULT CURRENT CALCULATIONS INCLUDING A DEFINITION OF TERMS AND GUIDE FOR INTERPRETATION OF COMPUTER DESCRIPTION DATE BY X. BONDING STRAPS AND JUMPERS: INSTALL IN LOCATIONS ACCESSIBLE FOR INSPECTION AND MAINTENANCE, PRINTOUT. A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR 600 V UNLESS OTHERWISE REQUIRED BEP Y EXCEPT WHERE ROUTED THROUGH SHORT LENGTHS OF CONDUIT. 5. PROTECTIVE DEVICE TESTING, CALIBRATION AND ADJUSTMENT SHALL BE PERFORMED BY AN INDEPENDENT ISSUED TO DOH 05.03.17 CP APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. 1. BONDING TO STRUCTURE: BOND STRAPS DIRECTLY TO BASIC STRUCTURE, TAKING CARE NOT TO PENETRATE ANY ORGANIZATION THAT IS PROFESSIONALLY INDEPENDENT OF THE MANUFACTURERS, SUPPLIERS AND INSTALLERS OF THE ISSUED FOR CONSTRUCTION 05.05.17 CP B. BARE COPPER CONDUCTORS: ADJACENT PARTS. EQUIPMENT OF SYSTEMS BEING EVALUATED. ALL DEVICES ARE TO BE CALIBRATED AND ADJUSTED ACCORDING TO 1. SOLID CONDUCTORS: ASTM B 3. 2. BONDING TO EQUIPMENT MOUNTED ON VIBRATION ISOLATION HANGERS AND SUPPORTS: INSTALL SO VIBRATIONS RECOMMENDED SETTINGS IN THE POWER SYSTEM STUDY. THE NAME OF THE PROPOS® TESTING ORGANIZATION ISSUED FOR ADDENDUM 1 05.19.17 CP 2. STRANDED CONDUCTORS: ASTM B 8. NOT TRANSMITTED TO RIGIDLY MOUNTED EQUIPMENT. SHALL BE SUBMITTED FCR APPROVAL 3. TINNED CONDUCTORS: ASTM B 33. 3. USE EXOTHERMIC-WELDED CONNECTORS FOR OUTDOOR LOCATIONS, BUT IF A DISCONNECT-TYPE CONNECTION IS PLUMBING UPDATES 06.13.17 CP REQUIRED, USE A BOLTED CLAMP. PART 3 - EXECUTION 4. BONDING CABLE: 28 KCMIL., 14 STRANDS OF NO. 17 AWG CONDUCTOR, 1/4 INCH (6 MM) IN DIAMETER. REVISED PER DOH COMMENTS 07.11.17 CP 5. BONDING CONDUCTOR: NO. 4 OR NO. 6 AWG, STRANDED CONDUCTOR. Y. GROUNDING AND BONDING FOR PIPING: 1. METAL WATER SERVICE PIPE: INSTALL. INSULATED COPPER GROUNDING CONDUCTORS IN CONDUIT FROM BUILDING'S 3.01 APPROVAL S. BONDING JUMPER: COPPER TAPE. BRAIDED CONDUCTORS, TERMINATED WITH COPPER FERRULES; 1-5/8 INCHES (41 MAN SERVICE EQUIPMENT, OR GROUNDING BUS. TO MAAIN METAL WATER SERVICE ENTRANCES TO BUILDING. CONNECT ISSUED FOR DOB APPROVAL 03.23.18 CP MM) WIDE AND 1/16 INCH (1.6 MM) THICK. A. COPIES OF THE FINAL REPORT SHAM BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW. GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES, USING A BOLTED CLAMP CONNECTOR OR BY B. NECESSARY FIELD SETTINGS OF DEVICES AND ADJUSTMENTS AND MINOR MODIFICATIONS TO EQUIPMENT TO 7. TINNED BONDING JUMPER: TINNED-COPPER TAPE. BRAIDED CONDUCTORS, TERMINATED WITH COPPER FERRULES; BOLTING A LUG-TYPE CONNECTOR TO A PIPE FLANGE:. USING ONE OF THE LUG BOLTS OF THE FLANGE WHERE A ACCOMPLISH CONFORMANCE WITH THE APPROVED SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY 1-5/8 INCHES (41 MM) WIDE AND 1/16 INCH (1.6 MM) THICK. DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. SHALL BE CARRIED OUT BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. GROUNDING BUS: RECTANGULAR BARS OF ANNEALED COPPER. 1/4 BY 2 INCHES (6 BY 50 MM) CROSS BOND METAL GROUNDING CONDUCTOR CONDUIT OR SLEEVE lO CONDUCTOR AT EACH END. SECTION. UNLESS OTHERWISE INDICATED; WITH INSULATORS. 2. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. D. SERVICE AND DISTRIBUTION SYSTEM: AS PER APPUCABLE ELECTRICAL CODES. Z. BONDING INTERIOR METAL DUCTS: BOND METAL AIR DUCTS TO EQUIPMENT GROUNDING CONDUCTORS OF END OF SECTION E. OUTDOOR METALLIC EQUIPMENT: BARE #1/0 STRANDED COPPER CABLE, UNLESS OTHERWISE NOTED. ASSOCIATED FANS, BLOWERS, ELECTRIC HEATERS, AND AIR CLEANERS. INSTALL TINNED BONDING JUMPER TO F. MAIN TELEPHONE SERVICE EQUIPMENT: INSULATED NO. 2. COPPER. BOND ACROSS FLEXIBLE DUCT CONNECTIONS TO ACHIEVE CONTINUITY. AA. LIFER GROUND (CONCRETE-ENCASED GROUNDING ELECTRODE): FABRICATE ACCORDING TO NFPA 70, PARAGRAPH 2.02 GROUND CLAMPS 250-81(C). USING A MINIMUM OF 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4 AWG. IF A. BRONZE SOLDERLESS TYPE WITH BRONZE SCREWS SUITABLE FOR RECEIVING REQUIRED OR NOTED CONDUCTORS. CONCRETE FOUNDATION IS LESS THAN 20 FEET LANG, COIL EXCESS CONDUCTOR WITHIN THE BASE OF THE 2.03 CONNECTORS FOUNDATION. BOND GROUNDING CONDUCTOR TO REINFORCING STEEL. IN AT LEAST FOUR LOCATIONS AND TO A LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITIES HAVING ANCHOR BOLTS. EXTEND GROUNDING CONDUCTOR BELOW GRADE AND CONNECT TO BUILDING GROUNDING GRID JURISDICTION FOR APPLICATIONS IN WHICH USED. AND FOR SPECIFIC TYPES, SIZES, AND COMBINATIONS OF OR TO A GROANING ELECTRODE EXTERNAL TO CONCRETE. CONDUCTORS AND OTHER ITEMS CONNECTED. B. INACCESSIBLE: EXOTHERMIC GADWELD TYPE PROCESS. 3.04 FIELD QUALITY CONTROL C. ACCESSIBLE: MECHANICAL PRESSURE TYPE CONNECTORS FOR CONDUCTORS AND PIPES: COPPER OR COPPER BB. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM THE FOLLOWING FIELD ALLOY, BOLTED PRESSURE-TYPE, WITH AT LEAST TWO BOLTS. TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 1. PIPE CONNECTORS: CLAMP TYPE, SIZED FOR PIPE. BC. PERFORM THE FOLLOWING TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 2.04 GROUNDING ELECTRODES 1. AFTER INSTALLING GROUNDING SYSTEM BUT BEFORE PERMANENT ELECTRICAL. CIRCUITS HAVE BEEN ENERGIZED, TEST FOR COMPLIANCE WITH REQUIREMENTS. A. GROUND RODS: ZINC-COATED, SECTIONAL TYPE; 3/4 INCH BY10 FEET (19 MM BY 3 M) IN DIAMETER. 2. TEST COMPLETED GROUNDING SYSTEM AT EACH LOCATION WHERE A MAXIMUM GROUND-RESISTANCE LEVEL IS 1. BACKFILL MATERIAL ELECTRODE MANUFACTURER'S RECOMMENDED MATERIAL. SPECIFIED, AT SERVICE DISCONNECT ENCLOSURE GROUNDING TERMINAL AND AT INDIVIDUAL GROUND RODS, MAKE 2.05 INSTALLATION OF WIRE AND CABLE TESTS AT GROUND RODS BEFORE ANY CONDUCTORS ARE CONNECTED. A PROVIDE IhhRE AND CABLE OF SIZES AS INDICATED ON DRAWINGS OR AS REQUIRED BY NEC, WHICHEVER IS a. MEASURE GROUND RESISTANCE NOT LESS THAN TWO FULL DAYS AFTER LAST TRACE OF PRECIPITATION LARGER. AND WITHOUT SOIL BEING MOISTENED BY ANY MENS OTHER THAN NATURAL DRAINAGE OR SEEPAGE AND WITHOUT CHEMICAL TREATMENT OR OTHER ARTIFICIAL MEANS OF REDUCING NATURAL GROUND B. INSTALL WITH AS FEW SPLICES AS POSSIBLE. RESISTANCE C. SUITABLY PROTECT CABLE AGAINST DAMAGE DURING CONSTRUCTION AND REPLACE OR SUITABLY REPAIR IF b. PERFORM TESTS BY FALL-OF-POTENTIAL METHOD ACCORDING TO IEEE 81. DAMAGED. 3. PREPARE DIMENSIONED DRAWINGS LOCATING EACH TEST WELL.. GROUND ROD AND GROUND ROD ASSEMBLY, AND D. IN EXPOSED INSTALLATIONS: OTHER GROUNDING ELECTRODES. IDENTIFY EACH BY LETTER IN ALPHABETICAL ORDER, AND KEY TO THE RECORD OF DO NOT SCALE PLANS 1. ROUTE ALONG THE WEBS OF COLUMNS AND BEAMS. AND IN CORNERS WHERE POSSIBLE FOR MAXIMUM PHYSICAL TESTS AND OBSERVATIONS. INCLUDE THE NUMBER OF RODS DRIVEN AND THEIR DEPTH AT EACH LOCATION, AND ' PROTECTION. INCLUDE OBSERVATIONS OF WEATHER AND OTHER PHENOMENA THAT MAY AFFECT TEST RESULTS. DESCRIBE 2. ROUTE SO AS TO BE VISIBLE AND ACCESSIBLE INSOFAR AS POSSIBLE. MEASURES TAKEN To IMPROVE TEST RESULTS. ARCHITECT OF RECORD 3. SUPPORT AT INTERVALS OF 3 FEET DR LESS WITH CLAMP-TYPE SUPPORTS. C. REPORT MEASURED GROUND RESISTANCES THAT EXCEED THE FOLLOWING VALUES: 1. POWER AND LIGHTING EQUIPMENT OR SYSTEM WITH CAPACITY 500 KVA AND LESS: 10 OHMS. T e rj e s e n Associates, Architects PART 3 - EZSEClD1QN 2. POWER DISTRIBUTION UNITS OR PANELBOARDS SERVING ELECTRONIC EQUIPMENT: 3 OHM(S). D. EXCESSIVE GROUND RESISTANCE: IF RESISTANCE TO GROUND EXCEEDS SPECIFIED VALUES, NOTIFY ARCHITECT 248 West 35th Street 11th Floor New York, NY 10001 3.01 APPLICATIONS PROMPTLY AND INCLUDE RECOMMENDATIONS TO REDUCE GROUND RESISTANCE 212.239.1526 Fax: 212,736.7899 A CONDUCTORS: INSTALL SOLID CONDUCTOR FOR NO. 8 AWG AND SMALLER AND STRANDED CONDUCTORS FOR NO. 6 AWG AND LARGER, UNLESS OTHERWISE INDICATED. END OF SECTION E-mail: info@terjesenarchitects.com B. UNDERGROUND GROUNDING CONDUCTORS: INSTALL BARE COPPER CONDUCTOR, NO. 2/0 AWG MINIMUM. 1. BURY AT LEAST 24 INCHES (600 MM) BELOW GRADE : .. <:. .:: .. :.. �. .. .:« .. .... 2. DUCT-BANK GROUNDING CONDUCTOR: BURY 18 INCHES ABOVE DUCT BANK WHEN INDICATED AS PART OF MECHANICAL ENGINEER DUCT-BANK INSTALLATION. C. GROUNDING BUS: INSTALL IN ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS, IN ROOMS HOUSING SERVICE EP EM611MIG EQUIPMENT, AND ELSEWHERE AS INDICATED. SHORT CIRCUIT/COORDINATION STUDY 110 William Street 32nd Floor New York, NY 10038 1. INSTALL BUS ON INSULATED SPACERS 1 INCH (25 MM), MINIMUM FROM WALL. 6 INCHES (150 MM) ABOVE FINISHED PART 1 _ GENERAL FLOOR, UNLESS OTHERWISE INDICATED. 212.257.6190 Fax: 212.994.8091 2. WHERE INDICATED ON BOTH SIDES OF DOORWAYS, ROUTE BUS UP TO TOP OF DOOR FRAME, ACROSS TOP OF 1.01 SCOPE DOORWAY, DOINN TO SPECIFIED HEIGHT ABOVE FLOOR, AND CONNECT TO HORIZONTAL BUS. www.EPENGINEERING.com A POWER SYSTEM SHORT CIRCUIT COORDINATION STUDY TO BE PERFORMED BY AN INDEPENDENT, QUALIFIED THIRD {' D. CONDUCTOR TERMINATIONS AND CONNECTIONS: / ..... : ... . _._.....__.............._ 1. PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS. PARTY FIRM OR THE EQUIPMENT MANUFACTURER. STRUCTURAL ENGINEER 2. UNDERGROUND CONNECTIONS: WELDED CONNECTORS. B. THE STUDIES SHALL BE SUBMITTED TO THE DESIGN ENGINEER PRIOR TO RECEIVING FINAL APPROVAL OF THE Engineering Firm 3. CONNECTIONS TO GROUND RODS: BOLTED CONNECTORS. DISTRIBUTION EQUIPMENT SHOP DRAWINGS AND/OR PRIOR TO RELEASE OF EQUIPMENT FOR MANUFACTURING. IF 4. CONNECTIONS TO STRUCTURAL STEEL WELDED CONNECTORS. FORMAL COMPLETION OF THE STUDIES MAY CAUSE DELAY IN EQUIPMENT MANUFACTURING, APPROVAL FROM THE Address ENGINEER SHALL BE OBTAINED FOR A PREIMINARY SUBMITTAL OF SUFFICIENT STUDY DATA TO ENSURE THAT THE 3.02 EQUIPMENT GROUNDING SELECTION OF DEVICE RATINGS AND CHARACTERISTICS WILL BE SATISFACTORY. Phone Fax: A INSTALL 114SULATED EQUIPMENT GROUNDING CONDUCTORS WITH ALL FEEDERS AND BRANCH CIRCUITS. C. THE STUDIES SHALL INCLUDE ALL PORTIONS OF THE ELECTRICAL DISTRIBUTION SYSTEMS FROM THE POWER B. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH THE FOLLOWING REIMS, IN ADDITION TO THOSE SOURCE, DOWNSTREAM TO AND INCLUDING THE SMALLEST ADJUSTABLE TRIP CIRCUIT BREAKER IN THE E-mail: REQUIRED BY NFPA 70: DISTRIBUTION SYSTEM. NORMAL AND EMERGENCY SYSTEM CONNECTIONS SHALL BE ADEQUATELY COVERED IN THE 1. FEEDERS AND BRANCH CIRCUITS. STUDY. ` PROJECT 2. LIGHTING CIRCUITS. D. THE QUALIFIED FIRM SHALL HAVE ACCEPTABLE EXPERIENCE IN THE SHORT CIRCUIT AND SELECTIVE COORDINATION R 3. RECEPTACLE CIRCUITS. ANALYSIS FOR HIGH, MEDIUM AND LOW VOLTAGE POWER SYSTEMS' EVALUATION. THE STEIEnr SHALL BE SOUTHOLD A S C 4. SINGLE-PEASE: MOTOR AND APPLIANCE BRANCH CIRCUITS. PERFORMED, STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. CREDENTIALS OF THE 5. THREE-PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS. INDIVIDUAL(S) PERFORMING THE STUDY AND BACKGROUND OF THE FIRM SHALL BE SUBMITTED TO THE SYSTEM 6. FLEXIBLE RACEWAY RUNS. ANALYSIS IS REQUIRED FOR THE INDIVIDUAL IN CHARGE OF THE PROJECT. 700 B O I S S EAU AVENUE 7. ARMORED AND METAL-CLAD CABLE RUNS. E THE FIRM PERFORMING THE STUDY SHOULD DEMONSTRATE CAPABILITY AND EXPERIENCE TO PROVIDE ASSISTANCE SOUTHOLD, NY 8. COMPUTER AND RACK-MOUNTED ELECTRONIC EQUIPMENT CIRCUITS: INSTALL INSULATED EQUIPMENT GROUNDING DURING START UP AS REQUIRED. CONDUCTOR IN BRANCH-CIRCUIT RUNS FROM EQUIPMENT-AREA POWER PANELS AND POWER-DISTRIBUTION UNITS. 1.02 DATA COLLECTION FOR THE STUDY C. AIR-DUCT EQUIPMENT CIRCUITS: INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTOR TO DUCT-MOUNTED A THE CONTRACTOR SHALL PROVIDE THE REQUIRED DATA FOR PREPARATION OF THE STUDIES. THE ENGINEER ELECTRICAL DEVICES OPERATING AT 120 V AND MORE, INCLUDING AIR CLEANERS. HEATERS. DAMPERS. . ...: ,- PERFORMING THE SYSTEM STUDIES SHALL FURNISH THE CONTRACTOR WITH A LISTING OF THE REQUIRED DATA DRAWING TITLE HUMIDIFIERS, AND OTHER DUCT ELECTRICAL EQUIPMENT. BOND CONDUCTOR TO EACH UNIT AND TO AIR DUCT IMMEDIATELY AFTER AWARD OF THE CONTRACT. AND CONNECTED METALLIC PIPING. ELECTRICAL D. WATER HEATER, HEAT-TRACING, AND ANTIFTROST HEATING CABLES: INSTALL A SEPARATE INSULATED EQUIPMENT B. THE CONTRACTOR SHALL EXPEDITE COLLECTION OF THE DATA TO ASSURE COMPLETION OF THE STUDIES AS GROUNDING CONDUCTOR TO EACH ELECTRIC WATER HEATER AND HEAT-TRACING CABLE. BOND CONDUCTOR TO REQUIRED FOR FINAL APPROVAL OF THE DISTRIBUTION EQUIPMENT SHOP DRAWINGS AND/OR PRIOR M RELEASE SPECIFICATIONS HEATER UNITS, PIPING, CONNECTED EQUIPMENT. AND COMPONENTS. OF THE EQUIPMENT MANUFACTURE. E. SIGNAL A14D COMMUNICATION EQUIPMENT. FOR TELEPHONE, ALARM. VOICE AND DATA. AND OTHER �� O F COMMUNICATION EQUIPMENT, PROVIDE NO. 4 AWG MINIMUM INSULATED GROUNDING CONDUCTOR IN RACEWAY FROM GROUNDING ELECTRODE SYSTEM TO EACH SERVICE LOCATION. TERMINAL CABINET. WIRING CLOSET, AND PART 2 - PRODUCTS CENTRAL. EQUIPMENT LOCATION. 2.01 SHORT CIRCUIT AND PROTECTIVE DEVICE EVALUATION AND COORDINATION STUDY 1. SERVICE AND CENTRAL EQUIPMENT LOCATIONS AND WIRING CLOSETS: TERMINATE GROUNDING CONDUCTOR ON A 1/4-EY-2-Mr-12-INCH (6-BY-50-BY-300-MM) GROUNDING BUS. A THE SHORT CIRCUIT STUDY SHALL BE PERFORMED WITH THE AID OF A DIGITAL COMPUTER PROGRAM AND SHALL DATE BE IN ACCORDANCE WITH THE LATEST APPLICABLE IEEE AND ANSI STANDARDS. 2. TERMINAL CABINETS: TERMINATE GROUNDING CONDUCTOR ON CABINET GROUNDING TERMINAL. B. IN THE SHORT CIRCUIT STUDY. PROVIDE CALCULATION METHODS AND ASSUMPTIONS, THE BASE PER UNIT 7/7/17 3.03 INSTALLATION QUANTITIES SELECT®, ONE-UNE DIAGRAMS. SOURCE IMPEDANCE DATA INCLUDING POWER COMPANY SYSTEM A. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED IN ACCORDANCE WITH MANUFACTURER'S CHARACTERISTICS, TYPICAL CALCULATIONS, TABULATIONS OF CALCULATION QUANTITIES AND RESULTS, PROJECT NUMBER INSTRUCTIONS. REQUIREMENTS OF APPLICABLE STANDARDS. NECA'S "STANDARD OF INSTALLATION.' AND IN CONCLUSIONS, AND RECOMMENDATIONS. CALCULATE SHORT CIRCUIT INTERRUPTING AND MOMENTARY (WHEN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT INSTALLATION COMPLIES WITH APPLICABLE) DUTIES FOR AN ASSUMED 3-PHASE BOLTER FAULT AT EACH SUPPLY SWITCHGEAR LINEUP, UNIT 2017.025 REQUIREMENTS AND SERVES INTENDED FUNCTION. SUBSTATION PRIMARY AND SECONDARY TERMINALS. LAW-VOLTAGE SWITCHGEAR LINEUP. SWITCHBOARD, MOTOR N B. ALL RECEPTACLE BRANCH CIRCUITS, LIGHTING BRANCH CIRCUITS, AND ALL FEEDERS SPALL BE PROVIDED WITH A CONTROL CENTER. DISTRIBUTION PANELBOARD, PERTINENT BRANCH CIRCUIT PANELBOARD, AND OTHER SIGNIFICANT DRAWN BY SEPARATE GROUNDING CONDUCTOR INSTALLED IN THE SAME CONDUIT AS PHASE CONDUCTORS. LOCATIONS THROUGHOUT THE SYSTEM. PROVIDE A GROUND FAULT CURRENT STUDY FOR THE SAME SYSTEM JV C. COORDINATE AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEM AREAS, INCLUDING THE ASSOCIATED ZERO SEQUENCE IMPEDANCE DATA INCLUDE IN TABULATIONS FAULT WORK WITH OTHER WORK. IMPEDANCE, X TO R RATIOS, ASYMMETRY FACTORS, MOTOR CONTRIBUTION, SHORT CIRCUIT KVA, AND RSD ARC SCALE D. GROUND THE ELECTRICAL INSTALLATION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ELECTRICAL SERVICE SYMMETRICAL AND ASYMMETRICAL FAULT CURRENTS. u �.�� :,rt�� AS NOTED ES SYSTEM NEUTRAL, CONDUIT SYSTEM FOR LIGHT AND POWER G SWITCHGEAR HOUSINGS, CABINETS AND NEUTRALS C. IN THE PROTECTIVE DEVICE COORDINATION STUDY, PROVIDE TIME-CURRENT CURVES GRAPHICALLY INDICATING THE ¢' OF TRANSFORMERS. MOTOR FRAM . HOUSING OF ALARM AND CONTROL PANELS AND ASSOCIATED DEVICES, COORDINATION PROPOSED FOR THE SYSTEM, CENTERED ON CONVENTIONAL. FULL-SIZE. LOG-LOG FORMS, LIGHTING FIXTURES, EMERGENCY DISTRIBUTION SYSTEM. TELEPHONE SYSTEM. SMOKE, SPRINKLER LIFE SAFETY INCLUDE WITH EACH CURVE SHALL A COMPLETE TITLE AND ONE-LINE DIAGRAM WITH LEGEND IDENTIFYING THE �j �' �n DRAWING NUMBER SYSTEM, COMMUNICATIONS AND SECURITY SYSTEM, MOTOR CONTROL CENTERS. INDIVIDUAL STARTERS AND OTHER SPECIFIC PORTION OF THE SYSTEM COVERED BY THAT PARTICULAR CURVE SHEET. INCLUDE A DETAILED * rn NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT. DESCRIPTION OF EACH PROTECTIVE DEVICE IDENTIFYING ITS TYPE, FUNCTION, MANUFACTURER, AND TIME-CURRENT CHARACTERISTICS. TABULATE RECOMMENDED DEVICE TAP TIME DIAL, PICKUP. INSTANTANEOUS, 26S E. FROM THE: GROUND BUS ASSEMBLY CONNECT COPPER INSULATED CABLE IN CONDUIT TO THE BUILDING SERVICE AND TIME DELAY D GROUND GRID, IN GALVANIZED STEEL CONDUIT TO COLD WATER SERVICE PIPE. AND TO BUILDING STEEL USING A SETTINGS. ,9 40 E=80100 SUITABLY SIZED GROUND CLAMPS. CONNECT ON THE COLD WATER PIPE AHEAD OF METER AND SHUT OFF D. INCLUDE ON THE CURVE SHEETS POWER COMPANY RELAY AND FUSE CHARACTERISTICS, SYSTEM MEDIUM VOLTAGE OF N VALVE TO RECEIVE THE GROUND CONDUCTORS. EQUIPMENT RELAY AND FUSE CHARACTERISTICS, LAW VOLTAGE EQUIPMENT CIRCUIT BREAKER TRIP DEVICE SEAL SHEETNO: 17 OF 17 ..... ....... .;:v::::: .. ............ .. .,.�vr. :::::..: .KY •' �vhkS`�':r... ..oy.�: :::5�;:::::;.. .,.:y�.:. ....p�.n. ;.�.f.:. :.vK:::::. .: r''" :.: :? .:i r .'w�a�'.�.! ...:� km..,.,.,,.r::,.,.:,N„rry rRr.F.,::'::�.::::?!:c .:�C„1....:':.>:.sv: . ..- '::".'CI.::' '":'>,,�.,r::.. .:.`? ", .::, :: ^.:r..,,�.. ..,tom: . ..r >.. ., ........ .. .. ...., v .. .. ::- .. ........... �' ...n\\.... . ..... .... 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Fixture Fixtures Watt. __ _ _ 32-Patient Toilet 39(Common Space Types:Restrooms) 35 0.98 34 Compact Fluorescent 1 copy 1:L5:CFL Downlight:Other:Electronic: 1 4 17 68 x; LED 1 copy 5:L2:2x2 LED:LED Panel 38W: 1 4 37 150 Sub Sterile 30(Healthcare Facility Medical Supply 38 sq.ft.)) � "" 33-General Equip.Storage 36(Common Space Types:Storage>=50-<=1000 sq.ft.) 63 0.63 40 LED 1 copy 24:L2:2x2 LED:LED Panel 38W: 1 1 37 37 34-Semi Restricted Corridor 25(Healthcare Facility:Corridor/Transition>=8 ft wide) 262 0.79 207 S C LLC I Patient Lockers 10&Patient Changing 11 (Common S ap Ce Types'Locker Room 62 s%ft.) ' CWR/sterilization 31 >rHealthcare Facili :Medical Supply 44 s� 11 t 35-Sterile Storage 26 Healthcare Facility:Medical Supply) 101 0.74 75 LED 1 copy 6:L2:2x2 LED:LED Panel 38W: 1 2 37 75 i n�,�/ Project Information i 9 ( Y ppy LED 1 copy 25:L2:2x2 LED:LEO Pane138W: 1 1 37 37 700 BOISSEAU AVE SOUTHOLD NY 1. . i 36-Class B OR 27 Healthcare Facility::0 Operating Room 280 2.48 694 a ( Y P 9 ) ere:opLReEQtr�12-(Healttdcagf-ac)lity_R gQvve_r _1473 Q,ft " oo � Energy Code: 2015 IECC ` Anesthesia 32(Healthcare FacilityMedical Supply 38 s°ft) � -I °-•�- �^ .- R":° 1 °1--1--a- ....: °< 37-Class B OR 28(Healthcare Facility:Operating Room) 273 2.48 677 Compact Fluorescent 1 copy 2:L5:CFL Downlight:Other:Electronic: 1 3 17 51 . Project Title: North For SC,LLC LEO 1 co LED 1 copy 26:L2:2x2 LED:LED Panel 38W: 1 1 37 37 I 38-Soiled Work Room 29(Healthcare Facility:LaundryNYashing) 54 0.60 32 € copy L2:2x2 LED:LED Panel 38W: 1 27 37 1010 Project Type: Alteration Genera gQip_St ra 3(Comm, n ace TYpe�_Storaye>= 0-<=1040_sq ft.42 sg t 39-Sub Sterile 30(Healthcare FacilityMedical Supply) 38 0.74 28 Soiled Holding 20(Healthcare Facility:Laundry/Washina 31 sq.ft.) 40-CWR/Sterilization 31(Healthcare FacilityMedical Supply) 44 0.74 33 LED 1 copy 8:L2:2x2 LED:LED Panel 38W: 1 1 37 37 f LED 1 copy 27:L2:2x2 LED:LED Panel 38W: 1 1 37 37 41-Anesthesia 32(Healthcare FacilityMedical Supply) 38 0.74 ZS Clean L'+nen 1 (Common�pace�yes:Storage<50 sq.ft. 12 sq f�) Staff Changi�a 34(Gammon Space Types Locker Room 37 sq ft 1 Construction Site: Owner/Agent: Designer/Contractor: € LED 1 copy 28:L2:2x2 LED:LEO Panel 38W: 1 1 37 37 700 Boisseau gave Robert McGee I 42-General Equip.Storage 33(Common Space Types:Storage> 50-<=1000 sq.ft.) 42 0.63 26 LED 1 copy 9:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Southhold,NY 11971 EP Engineering 43-Staff Changing 34(Common Space Types:Locker Room) 37 0.75 28 Staff Storage 18 Common Space Types:Storage<50 sq.ft. 30 s .ft.) Staff Locker Room 35(Common Spa-dynes Locker Room 77c ft) :: : ::: 3 ; 1:2x2 LED:LED Panel 70W: 1 1 69 69 < LED 1 copy 19:L 110 William Street I 44-Staff Locker Room 35(Common Space Types:Locker Room) 77 0.75 58 i LED 1 copy'0:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; - ' 32nd Floor Total Proposed Watts= 6327 ". Total Allowed Watts= 7382 : a Patient Toilet 22 Common Space Types: 37 s ft New York, NY 10038 t ( P Yp g• € ... `� \� .. .< r m r .. .n i LED 1 copy 1:L2:2x2 LED:LED Panel 38W: ' 1 1 37 37 :` >; � \ r�w\w,> ��z;�\ �< \ � � ' �. � Pro osed Interior Li htin Power s.�o� \\, . Scope Process 16(Healthcare Facility: Supper 78 sa.ft.) \�\\ % A B C D E i Interior Lighting Compliance Statement LED 1 copy'2:L2:2x2 LED:LED Panel 38W: 1 2 37 75 Allowed Interiiar Lighting Power Fixture ID:Description!Lamp/Wattage Per Lamp/Ballast Lamps( #of Fixture (C X D) General E°ui ment Storage 17 Healthcare Facilit Medical Supply 62 sq.ft.) Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the I I Fixture Fixtures Watt. F' 9 ( Y' l2P Y A B C D i building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting LED 1 copy'3:L2:2x2 LED:LED Panel 38W: 1 2 37 75 l101 Area Category Floor Area Allowed Allowed Watts ConferencelMultipurpose 07(Common S ap ce Types:ConferencelMeeting/Multipurpose 112 sa.ft.) systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any ft2 Watts!ft2 BXC , Gross Decon 15(Healthcare Facility'Med]cal_rpVl_34 sq•ft,) applicable mandatory requirements listed in the Inspection Checklist. ( ) ( ) i Linear Fluorescent 1 copy 5:L2:2x2 Fluorescent:24"T8U 32W:Electronic: 2 3 37 112 �? f LED 1 copy'4:L2:2x2 LED:LED Panel 38W: 1 1 37 37 13-Conference/MUltipurpose 07(Common Space 112 1.23 138 AccessoCy�torage 001 (Common Space Types•Storage>=1000 sq ft 1541 sa ftp Anteroom 14 J Healthcare Facilit Corridor/Transition<8 ft wide 27 s ft. Y q.) Name-Title 5i Types:Conference/Meeting/Multipurpose) Linear Fluorescent 1 copy 1:L10:2x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 11 64 704 i i gnature Date t LED 1 copy'5:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; 1-Accessory Storage 001(Common Space Types:Storage>=1000 sq.ft.) 1541 0.63 971 Mech 001 Common ace es:ElectriGal/Mechanical 266 s ft.l 2-Mech 001 Common Space Types: 266 0.95 253 ( -gyp q Endo 13(Healthcare Facility:0 orating Room 226 sq ft.) ( P YP ) Linear Fluorescent 1 copy 1:L4:1x4 Fluorescent:48"T8 32W(Super TS):Electronic: 2 2 64 128 LED 1 copy'6:L1:2x2 LED:LED Panel 70W: 1 3 69 206 I i 3-ATS 001(Common Space Types:Electrical/P:Aechanical) 42 0.95 40 >___,�\_ AT$OOLLCorant4iLzpacesypes�ElectrjcaM-ec oWical 42 sa,ft 1 Vestibule 41 (Healthcare Facility:Corridor/Transition<8 ft wide 22 sa.ft.) e I 4-Water Room(Common Space Types:Electrical/Mechanical) 86 0.95 82 ' Linear Fluorescent 1 copy 2:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 ; aT�hZ i t I LED 1 copy'6:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; 5-Sprinker Booster Pump(Common Space Types:Electrical/Mechanical) 100 0.95 95 Water Room(Common Sace Types:Electrical/Mechanical 86 sq.ft.) I 6-Vacuum 002(Common Space Types:Electrical/Mechanical) 88 0.95 84 Linear Fluorescent 1 copy 3:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 E14r�ge 42_(5 omm2n�p-acQ Type� to�ge<SQsg.ft.26 sq ft) 7-Vestibule 01 Common Space T es:Lobb General 80 0.90 72 LED 1 copy'7:L2:2x2 LED:LED Panel 38W: 1 1 37 37 1 ( P YP Y ) j 8-Reception 03 Common Space T es Lobb General 96 0.90 86 E Sprinker Booster Pump(Common S ap_ce Types:Electncal/Mechanical 100 so-ft.) ^, ><•':«`; .:..:::_.�,':r,�,.� , � s""'�w,.,�"`,'n.,,�.,x<' 'v' .",,, :' .. :>. w„'." '.. �„ a I p ( yp y_ ) Staff Lounge 38(Healthcare Facility'Lounge(Breakroom 133 sgftl s' Linear Fluorescent 1 copy 4:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 9-Administration 04(Common Space Types:Office-Enclosed) 43 1.11 48 i LED 1 copy'7:L1:2x2 LED:LED Panel 70W: 1 3 69 206 e+e+ Vacuum 002(Common Space Types•Electrical/Mechanical 88 sq,ft) i I �7�7 U E. 10-Waiting 02(Common Space Types:Lobby•General) 366 0.90 329 rn pL37( {eat t(hc re Fa i it�,C'QrC1aU_T1ao5iti-Qn<8 ft_yv_jde_K sgTt.} 11-Public Toilet ORi(Common Space Types:Restr°oms} 36 0.98 35 Linear Fluorescent 1 copy 5:L4:1x4 Fluorescent:a8"T8 32W(Super T8):Electronic: 2 1 fi4 64 I . LED 1 copy'8:L2:2x2 LED:LED Panel 38W: 1 3 37 112 DESCRIPTION DATE BY s 12-Exam 06 Healthcare Facility:Exam/Treatment 88 1.66 146 Vesti.ptale Qi L�QtILm4rt$page Types;��b r�C neral$0 sq ft,j, Staff Toilet/Shower 21 Common Space T pes:Restrooms 51 so.ft.) iI. s ( Y ) ( �Y ) Compact Fluorescent 1:L5:CFL Downlight:Other:Electronic: 1 4 17 68 Com ISSUED TO DOH 05,03.17 CP i 14-Office 08(Common Space Types:Office-Enclosed) 124 1.11 138 I pact Fluorescent 1 copy 2:L5:CFL Downlight:Other:Electronic: 1 1 17 17 I 15-Nurse/Med Dist.Station 09(Healthcare Facility:Nurses Station) 73 0.71 52 Re ion 0.�U CQmmon Space Ty ep S Labby-General 96 sq.f,) LED 1 copy'9:L2:2x2 LED:LED Panel 38W: 1 1 37 37 16-Patient Compact Fluorescent 1 copy 1:L5:CFL Downlight:Other:Electronic: 1 6 17 102 € ISSUED FOR CONSTRUCTION 05.05.17 CP Lockers 10&Patient Changing 11(Common Space Types:Locker Room) 62 0.75 46 Patient Toilet 39(Common Space TypeS'Restrooms 35 s°.ft) 17-Pre-op/Recovery 12(Healthcare Facility:Recovery) 1473 1.15 1694 Administration.0 _(_Comrrlon._SpaCe._Iypes:Offce..-_Enc[oSed..4.3.sq,ft,) LED 1 copy 20:L2:2x2 LED:LED Panel 38W: 1 1 37 37 LED t:L2:2x2 LED:LED Panel 38W: 1 2 37 75 l ISSUED FOR ADDENDUM 1 05.19.17 CP i 18-Soiled Holding 20(Healthcare Facility:Laurdry/Washing) 31 0.60 19 I General Equip Storage 36(Common S ap Ce Types'Storage> 50-<=1000 sq,ft,63 sq ft) l 19-Clean Linen 19(Common Space Types:Storage<50 sq.ft.) 12 1.24 15 WDitino 02(Common S ap ce Types:Lobby-General 366 sa.ft.) LED 1 copy 21:L2:2x2 LED:LED Panel 38W: 1 2 37 75 I PLUMBING UPDATES 06.13.17 CIP . 20-Staff Storage 18 Common Space T es:Stora a<50 s ft. 30 1.24 37 LED 1 copy 1:L2:2x2 LED:LED Panel 38W: 1 7 37 262 ` < g ( P YP 9 sq.ft.) Semi Restricted Corridor 25(Healthcare Facility:Corridor/Transition> 8 ft wide 262 sq.ft.) REVISED PER DOH COMMENTS 07.11.17 CP l 21-Patient Toilet 22(Common Space Types:Restrooms) 37 0,98 36 Public T .flet 05(Common Space Types•Restrooms 36 sa.ft.1 j LED 1 copy<2:L2:2x2 LED:LED Panel 38W: 1 6 37 224 22-Scope Process 16(Healthcare Facility:Medical Supply) 78 0.74 58 LED 1 copy 2:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Sterile Storage 26(Healthcare Facility: Supply 101 sg ft) ISSUED FOR DOB APPROVAL 03.23.18 CP 23-General Equipment Storage 17(Healthcare FacilityMedical Supply} 62 0.74 46 Exam 06(Healthcare Facilit-_Exam/Treatment 88 sa.ft.1 LED 1 copy 18:L1:2x2 LED:LED Panel 70W 1 1 69 69 [' 24-Gross Decon 15(Healthcare FacilityMedical Supply) 34 0.74 25 LED 1 copy 3:L2:2x2 LED:LED Panel 38W: 1 2 37 75 r amass B OR 2 (Healthcare Facility:Operating Room 280 sa.ft.) 25 Anteroom 14(Healthcare Facility:Corridor/Transition<8 ft wide) 27 0.79 21 Office 08(Common Space Types'Offiee-Enclosed 124 sq,ft.) Linear Fluorescent 1 copy 2:L22:1x4 Fluorescent(Clean Room):48"T8 32W(Super T8): 2 10 64 640 26-Endo 13(Healthcare Facility:Operating Room) 226 2.48 560 LED 1 copy 4:L2:2x2 LED:LED Panel 38W: 1 4 37 150 Electronic: s 27-Vestibule 41(Healthcare Facility:Corridor/Transition<8 ft wide) 22 0.79 17 ) 1. Nurse/Med Dist Station 09(Healthcare FacilityNurses Station 73 sq ft) Class B OR 28(Healthcare Facilitv:Operating Room 273 sq,ft.1 28-Stora a 42 Ccmmon S ace T es:Stora a<50 s ,ft. 26 1.24 32 9 ( P YP 9 q ) Linear Fluorescent 1 copy 3:L22:1x4 Fluorescent(Clean Room}:48"T8 32W(Super T8): 2 10 64 640 I � 29-Staff Lounge 38(Healthcare Facility:Lounge/Breakroom) 133 0.92 122 f Electronic: 30-Corridor 37(Healthcare Facility:Corridor/Transition<8 ft wide) 93 0.79 73 ] Soiled Work Room 29(Healthcare Facility:LaundrylWashing 54 sq ft.) � ) 31-Staff ToiletlShawer 21(Common Space Types:Restrooms) 51 0.98 50 LED 1 copy 23:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC Report date: 05/19/17 I Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC, LLC Report date: 05/19/17 E Data filename: P:\2017\2017.025-North Fork Endoscopy-700 Boisseau Ave,Southold, NY\Trade Page 1 of 8 Data filename: P:\2017\2017.025 North Fork Endoscopy-700 Boisseau Ave,Southold,NY\Trade Page 2 of 8 Data filename P:\201712017.025-North Fork Endoscopy-700 Boisseau Ave,Southold, NY\Trade Page 3 of 8 Data filename: P:12017\2017.025-North Fork Endoscopy 700 Boisseau Ave Southold N Trade Pa 4 of Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck 4 Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck PY Y\ Page 8 AssetslElec\Comcheck\Northfork 170518 COMcheck.cck € i 1 i ....... ............_--,*._,........................,....._......_. ..:...... .. .. .. , '.. i i i i .. I. i. IC Software 1lra�tt �. Sectl°n ' 5ecticrn _ J I Freugh-I»Electrical Inspectlan Compties3 Comments/+�ssumptlans # Final Ins-pe fort Complies. CammentslAssumptions I n. ._._.,,,,,,,q,'„__.__i.,_,,,,_..,_, .....,.___..,---,,,,._-......3............._,_,_..,,.,,,,,._....,,,,.,.,,___i_._, ,.._..........,,.__,,,,,,,_,.......,._„_,,.,........_,_,_._._________........-.,......_.....,_.,-,.___.....,__,_,,____ -.,,�_.. Inspection Checklist _.,_ _,,,.__. ...____.._.___________�_____-_ I C405.2.1 Lighting controls installed to uniformly ❑Complies C303.3, Furnished O&M instructions for ❑Complies _____. -.-____ _______ _.. ____ ____ I 1 [EL15]1 reduce the lighting load by at least ❑Does Not C408.2.5, systems and equipment to the ❑Does Not nn/ Energy Code: 2015 IECC 50°� ❑Not Observable 2 s building owner or designated ❑Not Observable I Requirements: 0.0% were addressed directly in the COMcheck software __.._..__.._._._._..._ ..__.._ __ __ ❑Not Applicable mm „- -„ _......_. II ] a esentative. ❑Not Applicable [F 7 re r :: C405.2.1 Occupancy sensors installed in ❑Complies Text in the"Comments/Assumptions' column is provided by the user in the COMcheck Requirements screen, For each 1 C405.4,1 Interior installed lamp and fixture ❑Complies See the interior Lighting fixture schedule for values. 8 re uirement, t:he user certifies that a code re uirement will be met and how that is documented, or that an exce tion (ELi81 required spaces. ❑Does Not q q pnn [FI18]' lighting power is consistent with what ❑Does Not is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ❑Not Observable is shown on the approved lighting Observable Section ii.__ C4......._,2......_._. ..,,. _ -._ __.__- _.. __....____.__...,.___,___ „_,.,____._„_._.,,.__......_-__...-___-___._._.._.._--____.___... arz lestl thannorrequalpo allowed watts ❑Not Appable : � DO NOT SCALE PLANS ❑Not Applicable 05. .1, .Independent lighting controls installed ❑Complies . I1. I # I Plan Review Complies? Comments/Assumptions C405.2.2. per approved lighting plans and all ❑Does Not watts; : ' Req°ID.t........._........ ....... - 3 manual controls readily accessible and C408.2.5. FLrnished as-built drawings for ❑Com lies -: *,"y.. , "` '"`�"'r '" "°' ,Mw: ' "" ' ' �_' """:`_' " ," C103.2 Plans,specifications,and/or^ ❑Complies rEL23]2 visible to occupants. Y ❑Not Observable 1 electric power systems within 90 days ❑Does Not ARCHITECT OF RECORD f [PR4]1 calculations provide all information ❑Does Not ❑Not Applicable [Ft16J3 of system acceptance. ❑Not Observable # with which compliance can be _ ....... ....................___...........__......__.__...-_...._.__...,. .-,..................._.._..._....___._....._.__.-........_...,.___-__.....__...._......._...........__...........____...-._ ________.....__._.....,..-...,.,.,._......-...-.,._..,,,_._...._... i determined for the inkerior li htin ❑Not Observable 1405.2.2. Automatic controls to shut off all ❑Complies _ ❑Not Applicable I 9 9 ................... ..._.........._....--,-._...... Terjesen Associates Architects y equipment ❑Not Applicable , 1 building lighting installed in all ❑Does Not C408.3 Lighting systems have been tested to ❑Complies and electricals stems and e ui ment Rp able and document where exceptions to [EL2212 buildings. [F133]1 ersure proper calibration,adjustment, ❑goes Not [ � 248 West 35th Street 11th Floor New York, NY 10001 i ❑Not Observable the standard are claimed.Information n rammin and operation. ❑Not Applicable p g g P ❑Not Observable � i " ' provided should include interior ____ .__.-. .__.. . .. __. __,_._.�.,,,_____..___,.---.............._----_.........,_,._._.,._....,_-.._-,.-._....-,._.,,.,.,..,...._.._.__.. _- f p _„_. _......._ 6 Fax: 212.736.7899 lighting power calculations,wattage of I C405.2.3 Daylight zones provided with ❑Complies pp'cable [ __-. ..__._._._.__,_,_„_,........_,__..,,,___,...,_.____..___...,...,__. ❑Not A li 23915 bulbs and ballasts,transformers and [EL1612 individual controls that control the ❑Does Not E-mail: info@terjesenarchitects.eom Additional Comments/Assumptions: 1. control devices. lights independent of general areai ° ________1--_-_ ..... I ❑Nat Observable li htin . :.: , lighting. Additional Cc►mments/Assumptions: ❑Not Applicable : __......._-___...... __......_____.._.,_.....__---,....___...__.__. .._.__...____-----_-_-...._._..._....._...___._....____........-_--...,-„_,_,,,,,,,,,,_---._.w. ...,-,._,...........-.......__.___ L ENG( g: .. '::. ...:t � : C405.2.3, Primary sidelighted areas are ❑Complies : NEER :. : .. t C445.2.3. ;equipped with required lighting ❑Does Not 1, :controls. C405.2.3. ❑Not Observable s � ��Ip 2 ❑N°t Applicable : 110 William Street 32nd Floor New York, NY 10038 ` [ELzo]1 212.257.6190 Fax: 212.994.8091 FV. I .................-...........-....--.......-...-.--..-..............._._._................................-...,-....,...................................-.........................................-.............-.-..-..........................._...,.,.........._....,,............................__...-....--'._......._...•-.•...._._.................................... .... C405.2.3, Enclosed spaces with daylight area ❑Complies 1. www.EPENGINEERING.com C405.2.3. :under skylights and rooftop monitors ❑Does Not ' STRUCTURAL ENGINEER 1, are equipped with required lighting , n. : l C405.2.3. controls. ❑Not Observable. I. i i 3 ❑Not Applicable i ' i. .. [EL21]1 Engineering Firm . q i res : Add s1*1 C405.2.4 Separate lighting control devices for ❑Complies I [EL4]1 specific uses installed per approved ❑Does Not € { Phone Fax: I plans. i ❑Not Observable 1. E-mail: ❑Not Applicable . . pP ....... . ....................... ............................................................................................ ................................................................. ? " rte,",. >�> ,», ,v.,�>,« � ...•.Rm..:.... '. .: .:.w ^:� C4Q5.2.4 Additional interior lighting power ❑Complies PROJECT [EL8]1 allowed for special functions per the ❑Does Not s I r i approved lighting plans and is I automatically controlled and Not Observable S O U T H O L D ASC t N separated from general lighting. of Applicable , ------ -- -..._...... ................._9..........._ - 9 - 9' `' ? 0405.3 Exit signs do not exceed 5 watts per ❑Complies I i [EL6]1 face. ❑Does Not 700 BOISSEAU AVENUE I ❑Not Observable I -,._,._.......,_.,......._............_.__..._.._.,,,,..._..._.,__.__,-,..,.-.,._.,-........,__..........................._❑Not,Applicable-............-...............-,...-............,,.....,,.........,,.._.,,,........._,_,............,.-._.............,,_................_....-............_.-............___.... j SOUTHOLD, NY Additional Comments/Assumptions: <. S¢: i is `: : k �, .. .... .... �max. ems. _..s» cr _. , x ...^� n1 : i .::.. .. .....ten... ",. ., _ .:::::: xru: I DRAWING TITLE i ENERGY 0. .. ...... _. .. ...... ...... .. .. ....... ....... ... COMPLIANCE CERTIFICATES . _ ........ .... ....... ....... :. . ..... 1 �•-- l i Hi h Im t Tter 1 2 M iu €l i Hi h Impact t Tier 1 2 1 Medium Impact Tier 2 3 E Low Impact Tier 3 1`Hi h Im t Tier ac ed m Im act Ti r 2 Low Im act Ti r 3 ac ac 1 2 €Me ium Impact r 2 g... ..._._ .i........_..._ _... .. : <; Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC Report date: 05/19/17 E Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC I P 1 Report date: 05/19/17 Data filename: P:\2017\2017.025-North Fork Endosco -700 Boisseau Ave,Southold NY\Trade Pae 5 of 8 Data filename: P:\2017\2017.025-North Fork Endosco -700 Boisseau Ave,Southold, NY\Trade Pae 6 of 8 `: Data filename P:\2017\2017.025-North Fork Endoscopy-700 Boisseau Ave Southold NY Trade P f ' ' ^ - �'T"TN '"` ' ' ° PY 9 pY 9 PY \ age 7 0 8 Data filename: P:\2017\2017.025-North Fork Endoscopy 700 Boisseau Ave,Southold,NY\Trade Pae 8 of 8 v ,Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck # Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck g DATE . 5119/17 .. _,ww_,._,,.,,.�,��.. _-11..............�....................... _'... ...�..�..�. .__ ....�, -.......... ___... .,.w...._,", .._..............� �..,--..^...._..�. �...... �..-..-..�.^......-�........_ ..._.:.......M-1._^ ._.�.. ., w .. ....,,.�_.. ._..m _._.., . .... ._...................._w�.,..��. ... ...... �....___....,....,............................-^..-,....._.^^,..^..,.._..._..._, ...... ,.,.....................1., .. .... _. __. . .._._^... . . _-,. ��w.... ...,._^,. ......,..x_:.^............... .___.M......................_. . __1 .w 11, . : -.._..............-..... u _.. ...��. . �..._..w............_........w. ._,_. .. :. -._. ,. ..... _ .......... . .:. _._. ...... _-. _ ...................... . w... _�.. . PROJECT NUMBER 2017.025 0. DRAWN BY JV ited AP SCALE �� ti�� AS NOTED C� f. �0 i. U ) 'A� DRAWING NUMBER m fir .. �r 1: a 11 .. s� 4268 �p4 e ■ i.......' OF N ..___-*- X SEAL SHEET NO: 1 OF 1 1` n.... .. ... �: s� x :::::. .: . ...�:I. '0k.. .. .. ... R<: ...: :^'O 'a45f.":. .::: <:::`:':':";:,> SwC.:'.:` ,....0.ya>.,:'....::p::q:": X°::. .. ..... ...%Y3" .......:.'.J:.^„�.;>: --w.,... ';; x:. .. ^.1':a'n iii°'rdi yCCwk:R"::::..._,.:e ..s s .� ........... .. ... ..: >. ..�. '��. .:: 'a .. .,.......ganr.:w;.pMyy:....;;..:",,, "fit ::f2" ':�:: �::...:[. .: ov.:m.:�.>w:�::..:7;mc;,..,...,,� ... o.xH;::,::w^.^:urr:':�. ..... ......... •ms's??:'' '\ .�' -..< .,..�'>.. �. ".Fn"...,n, ..sm,�... � •� (:::.......,�,1.. Kam:9p....... >'. ..:'fi?;Vii:¢:�:.�;:H S"'"v.............I. .;;Y;.Lp'...::"Y9.. ..¢', .. ..�% �:�.' i `�'�.....''. v.S:.....x� iii ... ........ ROOF NURSE CALL SYSTEM LEGEND � NORTH FORK ' PATIENT EXAM CHANGING POST—OP BAY PRE—OP BAY SYMBOL DESCRIPTION I ___1 — 1 ........ ... ............................ 06 11 #6 J5 #4 #3 #2 #1 �3 J2 A A A A A A A INFINITY DOME/ZONE LIGHT (HC—CL2-3K) A A A A A A A A A A A S C LLC V IN n.%W SUPERVISORY MODULE W/ TONE A p P 700 BOISSEAU AVE, SOUTHOLD, NY (HC—CL4—SUPV) M?l CA X PATIENT PATIENT NURSE/MED. PUBLIC • LAVATORY EMERGENCY STATION O.R. O.R. SWR CWR/STERIL ANESTHESIA TOILET STAFF STAFF TOILET ENDO DIST. STATION TOILET (HC—PP2— S LAV-3K) 28 27 29 31 32 22 LOCKERS 35 LOUNGE 38 39 13 09 05 A* SMART STAFF DUTY STATION (HC—DUTY-3K) r------i A A A A A A A A A— Z PS SDST ... ............ SG i 0 PATIENT STA71ON (HC—PSTN1-3K) SG I A cn cl B L--- 6 STAFF CONSOLE MASTER (NGTDSPH) NURSE/MED. SDST NURSE SUB— DIST. STATION STATION 1 09 PROMDE A RACK POWER SWITCH (HC—IPSWITCH8) ENCLOSURE FOR NURSE CALL EQUIPMENT IN THIS AREA. COORDINATE WITH TION GATEWAY (NGGTWY2—H) GROUND FLOOR R STA IT ROOM ARCHITECT PRIOR TO COMMENCEMENT. t4j A CAT5E SG B CAT5E, 16/2 SIAMESE A NURSE CALL SYSTEM BY UNIMED. ISSUE: CONTACT JEFF RIHOLTZ sc jritholtz@unimedco.corn DESCRIPTION DATE BY A A ISSUED TO DOH 05.03.17 CP TO CIRCUIT #28 CONSTRUCTION 05.05.17 CP ISSUED FOR CONSTIR OF PANEL EMC PS ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP CELLAR REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP NURSE CALL SYSTEM SHALL CONFORM TO STANDAR CALL PARTPLAN -- CELLAR Sf CA L I RISER DIA GRA M NURSE UNDER NFPA 99 AND NFPA 110. SCALE: 3/16"=1'—O* SCALE: NTS is NWI 4-� R' . .......... .......... ............. ......... 0 S .... ....... ........... DO NOT SCALE PLANS ARCHITECT OF RECORD ....... ... Terjesen Associates, Architects 248 West 35th Street 1 1th FloorNewYork, NY 10001 . .. . ..... .. .......... 212.239.1526 Fax: 212,736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep ........... ...... ..... ............ EP Er.SiMCS 110 William Street 32nd Floor New York, NY 10038 I' _ 212.257.6190 Fax: 212.994.8091 .......... .... ............ ........ . ........ ................. www.EPENGINEERING.com ........ ... ........... ......... SDST k� . .......... .. ......... STRUCTURAL ENGINEER .. ............ Engineering Firm ..........-7- ....... q Address Phone Fax: El -mail: !r A E .......... PROJECT :�j IN SOUTHOLD ASC 700 BOISSEAU AVENUE .......... SOUTHOLD, NY ........... DRAWING TITLE ............. .. . .......... .......... ...... NURSE CALL RISER DIAGRAM & ................. ............... . ..... ........ .......... ... . ......... ...... -. .. ........ . . . . ........ .::. : -. * "�i , - .......... :,.Y ........ PLANS CELLAR & W.. ..... M GROUND FLOOR DATE 5/19/17 PROJECT NUMBER 2017.025 JV WN BY D R A WING LIS T ARS, SCALE AS NOTED 41 �A DRAWING NUMBER NC- 300 . 00 NURSE CALL RISER DIAGRAM & PLANS - CELLAR & rn 5f CALL PLAN - 6ROUNDROOR GROUND FLOOR P 0 0 A j Al r—p—S-1 77 UR SE 2� SCALE: 3/16*=1'-0n NC - 800 NURSE CALL SPECIFICATIONS (1 OF 2 ) 0 C=300nOo : NC- 801 NURSE CALL SPECIFICATIONS (2 OF 2 ) SEAL R1. SHEET OF 3 ..w............. . •:::.::::.: . :::: _, R6. ....... -.:$..P: ; . ....... ......... w.. ... ... .. ... .... .... . : ....... ,�:: �.:.: ....... ,::::: .... ... .. ...... ....... ,,.=: ur. . . u . K. .......... <, �. .,.. PART 1 GENERAL INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S BE ACCEPTED. .AUTOMATICALLY. STATIONS UTILIZING DIP SWITCHES SHALL NOT BE T.THE STAFF CONSOLE SHALL ALLOW UP TO THREE SIMULTANEOUS SERVICES I. RECOMMENDATIONS. CONSIDERED. TO BE SELECTED FOR A SINGLE SERVICE TASK. 1.1 SUMMARY H.THE SYSTEM ARCHITECTURE SHALL NOT REQUIRE EXTERNAL POWER . NORTH FORK � F E.ALTERNATES TO THE EQUIPMENT SPECIFIED WILL BE CONSIDERED ONLY IF SUPPLIES. SYSTEMS REQUIRING POWER SUPPLIES TO BE INSTALLED I: PERIPHERAL STATIONS SHALL BE HOT SWAPPABLE AND NOT REQUIRE 1.1.1 GENERAL ALL SECTIONS OF THE PERFORMANCE SPECIFICATION ARE MET. ANY SEPARATELY FROM THE CONTROL EQUIPMENT SHALL NOT BE ACCEPTED. SYSTEM SHUTDOWN OR REMOVAL OF POWER PRIOR TO REPLACEMENT. U.A SERVICE TASK SHALL ILLUMINATE THE DOME LIGHT AT THE LOCATION ... I.... . ......... .... ..... ................................................_..........._.__..,_. DEVIATIONS FROM SYSTEM PERFORMANCE AS OUTLINED IN THIS WHERE THE SERVICE WILL BE DELIVERED. &DRAWINGS AND CONDITIONS OF THE CONTRACT, INCLUDING BUT NOT SPECIFICATION WILL BE CONSIDERED ONLY WHEN THE FOLLOWING 1.3.2 STATIONS J.PERIPHERAL STATION PULL CORDS SHALL BE MADE OF A LIMITED TO GENERAL CONDITIONS, AND THE SPECIAL CONDITIONS LISTED REQUIREMENTS HAVE BEEN MET: NON-CONTAMINANT MATERIAL TO REDUCE THE SPREAD OF NOSOCOMLAL BELOW. APPLY TO WORK OF THIS SECTION. 1.3.2.1 PATIENT STATIONS INFECTIONS. PULL CORDS MADE OF COTTON OR OTHER ABSORBENT V.A SERVICE TASK SHALL BE ABLE TO BE CREATED WITHOUT REQUIRING AN C LLC %. 1.SUPPL.E:MENTARY INSTRUCTIONS TO BIDDERS 1.A COMPLETE DESCRIPTION OF PROPOSED ALTERNATE SYSTEM MATERIALS WILL NOT BE ACCEPTED. AUDIO CONNECTION TO THE LOCATION. S 7 2i. .SUPPLE:MENTARY CONDITIONS PERFORMANCE METHODS WITH THREE (3) COPIES OF WORKING &PATIENT STATIONS ARE A PRIMARY POINT OF TWO-WAY COMMUNICATION 700 BOISSEAU AVE, SOUTHOLD, NY 3.SUMMARY OF THE WORK DRAWINGS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR BETWEEN PATIENTS AND STAFF. EQUIPPED WITH A STAFF EMERGENCY K.ALL PERIPHERAL STATIONS MUST BE FULLY SUPERVISED. W.THE STAFF CONSOLE SHALL DISPLAY SERVICE TASKS CREATED FROM ' �.>--:::. h:,.,,,,,. :::" -� . „ : _ �, .H.:�._-:..: :_. :...,_...- � 11 - 4.PROJECT COORDINATION APPROVAL NOT LESS THAN TEN (10) CALENDAR DAYS PRIOR TO THE BUTTON TO REQUEST STAFF ASSISTANCE, PRESENCE BUTTON TO REGISTER MOBILE DEVICES. . 5.CUTTING AND PATCHING SCHEDULED DATE FOR SUBMISSION OF BIDS. THE SUPPLIER SHALL STAFF PRESENCE, A PRIVACY BUTTON FOR PATIENT PRIVACY AND A CANCEL 1.3.3 CONSOLES, ANNUNCIATORS AND LIGHTS &DEFINITIIONS AND STANDARDS SUBMIT & POINT-BY-POINT STATEMENT OF COMPLIANCE FOR ALL BUTTON. THEY OFFER USERS AN EASY-TO-OPERATE MEANS CF PLACING 7.SUBMITIAL.S SECTIONS IN THIS SPECIFICATION. THE STATEMENT OF COMPLIANCE CALLS ON THE PATIENT-STAFF COMMUNICATIONS SYSTEM. WITH A BUILT-IN 1.3.3.1 CORRIDOR LIGHTS X.THE STAFF CONSOLE SHALL DISPLAY SERVICE TASK STATUS, IDENTIFYING &SCHEDULES AND REPORTS SHALL CONSIST OFA UST OF ALL PARAGRAPHS WITHIN THESE SPEAKER AND MICROPHONE, THESE DEVICES ALSO PROVIDE PATIENTS WITH THOSE THAT HAVE BEEN ACCEPTED BY A MOBILE DEVICE. 9.TEMPORARY FACIU11ES THE MEANS OF OPENING AUDIO COMMUNICATIONS WITH ATTENDING STAFF &.CORRIDOR DOME AND ZONE LIGHTS PROVIDE BRIGHT, EASY-TO-SEE 0.; SECTIONS. WHERE THE PROPOSED SYSTEM COMPLIES FULLY WITH THE ( ) 10.SECURITY REGULATIONS PARAGRAPH, AS WRITTEN, PLACING THE WORD -COMPLY" OPPOSITE THE AND VICE VERSA. ON-BOARD LEES PROVIDE OPERATIONAL FEEDBACK AS VISUAL ANNUNCIATION THAT SPEEDS RESPONSE TIME AND INCREASES Y.THE STAFF CONSOLE SHALL DISPLAY A TIMEOUT WHEN THE USER HAS 1 WELL AS STATUS INDICATION. CAREGIVER EFFICIENCY. THESE DEVICES ARE TYPICALLY INSTALLED IN IXCEEDEO A SPECIFIED TIME AND IDENTIFY THE TASK AS OVERDUE, f:. PARAGRAPH NUMBER SHALL INDICATE SUCH. WHERE THE PROPOSED 12.PRODUCTS CORRIDORS AND OUTSIDE PATIENT ROOMS TO PROVIDE STAFF WITH A SYSTEM DOES NOT COMPLY WITH THE PARAGRAPH AS WRITTEN AND i. 13.PROJEI;T CLOSEOUT THE SUPPLIER FEELS THE PROPOSED SYSTEM WILL ACCOMPLISH THE B.SMART PATIENT STATIONS SHALL BE AVAILABLE WITH A DURABLE 18-PIN VISUAL INDICATION AS TO THE ORIGIN OF A CALL PLACED ON THE SYSTEM. Z.THE STAFF CONSOLE SHALL DISPLAY AND IDENTIFY OVERDUE TASKS. INTENT OF THE PARAGRAPH, A FULL DESCRIPTION OF THE FUNCTION, RECEPTACLES FOR THE CONNECTION OF PILLOW SPEAKERS. A SINGLE (ONE \ BV. .PROJECT/WORK IDENTIFICATION AS WELL AS A FULL NARRATIVE DESCRIPTION OF HOW TI5 PROPOSAL RECEPTACLE) AND A DUAL (TWO RECEPTACLES) PATIENT STATION SHALL BE &CORRIDOR (DOME) LIGHTS OPERATE IN A SIMILAR FASHION TO PROJECT NAME AND LOCATION: NORTH FORK SC, LLC WILL MEET ITS INTENT, SHALL BE PROVIDED. ANY SUBMISSION THAT PROVIDED AS REQUIRED PER PROJECT PLANS. ANNUNCIATOR PANELS OR STAFF CONSOLES: THE LIGHT COLOR AND FLASH AA, INTERACT WITH SUPPLEMENTAL (PC) DISPLAY UNITE ARCHITECT: TERJESEN ASSOCIATES, ARCHITECTS ( ) ( ) OWNER'S RFPRESENTATNE FOR THIS PROJECT IS: JEFF RIHOLTZ DOES NOT INCLUDE & POINT-BY-POINT STATEMENT OF COMPLIANCE AS RATE INDICATES THE TYPE AND PRIORITY OF THE CALL. MODELS ARE CONTRACT DOCUMENTS INDICATE THE SCOPE OF WORK OF THE CONTRACT, DESCRIBED HEREIN SHALL BE DISQUALIFIED. WHERE A FULL C.SMART PATIENT STATIONS SHALL BE AVAILABLE WITH TWO �4" (0.64 MM) AVAILABLE WITH ONE OR TWO SECTIONS. DESCRIPTION IS NOT PROVIDED, IT SHALL BE ASSUMED THAT THE RECEPTACLES FOR SUPPORT OF CALL CORDS. THE CALL CORD PATIENT 1.3.3.3 ANNUNCIATOR DISPLAY AND RELATED REQUIREMENTS AND CONDITIONS THAT HAVE AN IMPACT ON PROPOSED SYSTEM DOES NOT COMPLY. STATION SHALL BE CONFIGURABLE TO SUPPORT SINGLE OR DUAL PATIENT C.EACH CORRIDOR LIGHT SHALL UTILIZE LIGHT EMITTING DIODES (LED) FOR THE PROJECT. RELATED REQUIREMENTS AND CONDITIONS THAT ARE CONFIGURATIONS AS REQUIRED BY PROJECT PLANS. DISPLAYING COLORS. CORRIDOR LIGHTS UTILIZING INCANDESCENT BULBS &THE ANNUNCIATOR PROVIDES A PRIMARY CALL DISPLAY FOR USERS OF THE INDICATED C}N THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT 2.THE ACCEPTABILITY OF ANY ALTERNATE PROPOSED SYSTEM SHALL BE SHALL NOT BE ACCEPTED. SYSTEM. IT OPERATES AS A USER DISPLAY TO ANNOUNCE ACTIVE EVENTS NECESSARILY LIMITED M. THE FOLLOWING: THE SOLE DECISION OF THE OWNER OR THEIR AUTHORIZED �. 1.EXISTING SITE CONDITIONS AND RESTRICTIONS REPRESENTATIVE. D.STATIONS SHALL PROVIDE AN EMERGENCY BUTTON FOR STAFF TO REQUEST D.CORRIDOR AND ZONE LIGHTS SHALL BE AVAILABLE IN ONE, OR TWO WITHIN THE NURSE CALL SYSTEM. THE ANNUNCIATOR COMMUNICATES OVER 2.OTHER WORK PRIOR TO WORK OF CONTRACT ASSISTANCE, A PRESENCE BUTTON ALLOWING STAFF TO REGISTER PRESENCE SECTIONS. THE IP NETWORK. 3.AL11ERAf10NS AND COORDINATION WITH EXISTING WORK 1.2 REFERENCES IN THE ROOM AND A PRIVACY BUTTON PROVIDING A MEANS TO MUTE 4 4.OTHER WORK TO BE PERFORMED CONCURRENTLY BY OWNER AUDIO FOR CONNECTION MADE INTO THE ROOM. WHEN PRIVACY IS E.TO MAINTAIN AESTHETICS, REDUCE OBSTRUCTION, AND LIMIT RISK OF B.AS A USER INTERFACE, THE ANNUNCIATOR ALPHA-NUMERICALLY DISPLAYS ,: 5.OTHER WORK TO BE PERFORMED CONCURRENTLY BY SEPARATE ENABLED IS SHALL BE OVERRIDDEN WHEN PATIENT OR STAFF INITIATED DAMAGE TO DEVICES, THE MAXIMUM SIZE OF EACH CORRIDOR LIGHT SHALL INCOMING CALLS FROM STATIONS AND CONNECTED HEALTHCARE EQUIPMENT, .,; - " : .,,: «;1 1�:,:.':,:: .1, ::� �"� ::--. :::, :: '�,„::_ CONTRACTORS 1.2.1 GENERAL (REFERENCES) CALLS ARE RESPONDED TO REMOTELY. NOT BE GREATER THAN 5 INCHES IN LENGTH, NOR SHALL IT PROTRUDE AND PROVIDES A MEANS FOR THE OPERATOR TO PRIORITIZE AND RESPOND 6.OTHER WORK SUBSEQUENT TO WORK OF CONTRACT A.ALL WORK AND MATERIALS SHALL CONFORM TO ALL APPLICABLE FEDERAL, MORE THAN 3.5 FROM THE MOUNTED SURFACE. TO SELECTED EVENTS. ISSUE: 7.REQUIREMENTS FOR OCCUPANCY BY OWNER PRIOR TO COMPLETION OF STATE, AND LOCAL CODES AND REGULATIONS GOVERNING THE INSTALLATION. E,PATIENT STATIONS SHAH SUPPORT AN OPTIONAL 37-PIN BED INTERFACE I` DESCRIPTION DATE BY k WORK OF CONTRACT IF THERE IS A CONFLICT BETWEEN THE REFERENCED STANDARDS, FEDERAL, RECEPTACLE, FOR USE WHERE BED INTERFACES ARE SHOWN ON PLANS. F.EACH CORRIDOR LIGHT SECTION SHALL BE CAPABLE OF INDICATING FIVE ;. OWNER-SELECTED CONFlGUFtABIE COLORS. CORRIDOR LIGHTS REQUIRING C.THE ANNUNCIATOR SHALL PROVIDE VISUAL IDENTIFICATION OF THE CALLING ISSUED TO DOH 05.03.17 CP STATE OR LOCAL CODES AND THIS SPECIFICATION IT IS THE BIDDER'S STATION(S) INCLUDING: I.; 1.1.2 SUMMARY F.REMOVAL OF THE PILLOW SPEAKER, BED INTERFACE OR CALL MORE THAN TWO SECTIONS TO PROVIDE THIS MANY COLORS SHALL NOT BE ISSUED FOR CONSTRUCTION 05.05.17 CP RESPONSIBILITY TO IMMEDIATELY BRING THE CONFLICT TO THE ATTENTION CORD AUXILIARY ALARM CABLE SHALL GENERATE A CORD OUT CALL ACCEPTABLE. a.ROOM NUMBER &THIS PERFORMANCE SPECIFICATION PROVIDES THE MINIMUM REQUIREMENTS OF THE ENGINEER FOR RESOLUTION. NATIONAL STANDARDS SHALL / `I 1 FOR A SUPIERVISED AUDIO-VISUAL VOICE OVER IP-BASED NURSE CALL PREVAIL UNLESS LOCAL CODES ARE MORE STRINGENT. THE BIDDER SHALL b.BED IDENTIFICATION ISSUED FOR ADDENDUM 1 05.19.17 CP ! SYSTEM. THE SYSTEM SHALL INCLUDE, BUT NOT BE UNITED TO ALL NOT ATTEMPT TO RESOLVE CONFLICTS DIRECTLY WITH THE LOCAL G.STATIONS SHALL NOT REQUIRE THE USE OF "DUMMY" PLUGS FOR ANY G.TO ALLOW FOR MAXIMUM FLEXIBILITY, THE CORRIDOR LIGHT SHALL BE c.PRIORTTY OR EVENT TYPE x' AUTHORITIES UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER. RECEPTACLES INCLUDING CALL CORD/AUXILIARY DEVICE PILLOW SPEAKER CONFIGURABLE VIA PROGRAMMING TO ALLOW MULTIPLE SECTIONS OFA PLUMBING UPDATES 06.13.17 CP EQUIPMENT, MATERIALS, TABOR, DOCUMENTATION, AND SERVICES NECESSARY ' AND BED INTERFACE CONNECTIONS. SYSTEMS REQUIRING A DLMMY PLUG SINGLE LIGHT TO ILLUMINATE AND/OR FLASH THE SAME COLOR FOR d.TIME OF EVENT TO FURNISH AND INSTALL A COMPLETE, OPERATIONAL VOICE OVER / REVISED PER DOH COMMENTS 07.11.17 CP 111 IP-BASED NURSE CALL SYSTEM. THE SYSTEM SHALL HAVE FULL DUPLEX B.THE SUPPLIER SHALL BE RESPONSIBLE FOR FILING ALL DOCUMENTS, TO BE INSERTED TO CANCEL CORD OUT CALLS SHALL NOT BE ACCEPTED. HIGHER PRIORITY CALLS. e.SERVICE TASKS ASSOCIATED TO THE ROOM OR BED .: - 11 M " PAYING ALL FEES INCLUDING, BUT NOT LIMITED TO PLAN CHECKING AND z� ISSUED FOR DOB APPROVAL 03.23.18 CP AUDIO AS WELL AS PUSH TO TALK CONTROL FOR HIGH-NOISE AREAS. THE SYSTEM SHALL COMPLY IN ALL RESPECTS WITH ALL PERTINENT CODES, PERMITS), AND SECURING ALL PERMITS, INSPECTIONS, AND APPROVALS. H.PATIENT STATIONS MUST PROVIDE STAFF THE ABILITY TO INTENTIONALLY H.CORRIDOR LIGHTS SHALL BE ABLE TO MATCH MOST EXISTING CORRIDOR D.THE ANNUNCIATOR SHALL INDICATE PRIORITY LEVEL INCOMING CALLS SHALL RULES, REGULATIONS, AND TAWS OF THE HOSPITAL AUTHORITY AND LOCAL UPON RECEIPT OF APPROVED DRAWINGS FROM THE AUTHORITY HAVING REMOVE A DEVICE (CALL CORD, PILLOW SPEAKER, BED INTERFACE) LIGHT SCHEMES VIA PROGRAMMING. SYSTEMS WITH CORRIDOR LIGHT BE DISPLAYED ON THE COLOR DISPLAY IN THE COLORS FOR THEIR .. JURISDICTION. JURISDICTION, THE SUPPLIER SHALL IMMEDIATELY FORWARD TWO SETS OF WITHOUT PLACING A CALL TO THE SYSTEM. SCHEMES THAT ARE NOT ABLE TO MATCH EXISTING SYSTEMS WILL NOT BE DRAWINGS TO THE OWNER. THESE DRAWINGS SHALL EITHER BE STAMPED ACCEPTED. ASSOCIATED PRIORITY LEVELS. SYSTEMS HAVING ANNUNCWTORS THAT AS APPROVED OR A COPY OF THE LETTER STATING APPROVAL SHALL BE I. IT SHALL BE POSSIBLE TO CANCEL CALLS PLACED FROM ANY PERIPHERAL PROVIDE UNITED INFORMATION VIA THE USE OF A PANEL OF BULBS OR B.EACH SYSTEM SHALL BE CAPABLE OF SUPPORTING IN EXCESS OF 512 STATION WITHIN THE SAME ROOM USING THE CANCEL BUTTON ON THE I. ANY CORRIDOR LIGHTS REQUIRING THE REPLACEMENT OF FILTER CAPS OR LED'S TO INDICATE ACTIVITY SHALL NOT BE ACCEPTABLE. PATIENT STATIONS (1024 BEDS) AND 2,500 PERIPHERAL STATIONS. THE INCLUDED. LENSES TO OBTAIN FACILITY-REQUESTED CORRIDOR LIGHT COLORS FOR SYSTEM SHALL SUPPORT NETWORKING OF SYSTEMS TO A SINGLE PATIENT STAl10NAS CODE ALLOWS. CANCELING A LAVATORY CALL FROM INTEGRATED PLATFORM FOR: 1.2.2 GLOSSARY OF TERMS THE PATIENT STATION SHALL NOT BE SUPPORTED, THEREFORE REQUIRING ANY PRIORITY SHALL NOT BE ACCEPTED. E.THE ANNUNCIATOR SHALL BE IP-BASED, UTILIZING POWER OVER ETHERNET : 1.WIREIE;>S COMMUNICATIONS SYSTEM(S) STAFF TO CANCEL LAVATORY CALLS FROM THE LAVATORY STATION FOR (POE) 2.REPORTING DATABASE ADT: ADMISSION DISCHARGE TRANSFER SYSTEM COMPLIANCE AND PATIENT SAFETY. SYSTEMS ALLOWING A LAVATORY CALL J.CORRIDOR LIGHT SHALL BE SUPERVISED AND PROVIDE A DIAGNOSTIC AS: AUSTRALIAN STANDARDS TO BE CANCELLED FOR A LOCATION OTHER THAN THE LAVATORY SHALL INDICATION OF ROOM STATUS TO PREVENT MAINTENANCE PERSONNEL FROM 3.ADT INTEGRATION AWG: AMERICAN WIRE GAUGE NOT BE ACCEPTED. DISRUPTING PATIENTS. F.THE ANNUNCIATOR SHALL SUPPORT HOT SWAPPABLE REPLACEMENT AND 4.WIRELESS ASSET AND STAFF LOCATING CAT 5: CATEGORY 5 - TWISTED PAIR CABLE FOR CARRYING SIGNALS SHALL NOT REQUIRE REPROGRAMMING. 5.PC STAFF CONSOLE (LIST VIEW AND FLOORPLAN VIEW) APPLICATIONS CCN: CLOSED CIRCUIT TELEVISION J.PATIENT STATIONS SHALL HAVE A STATUS LED TO INDICATE CALL AND 1.3.3.2 STAFF CONSOLESi. 6.PATIENT/STAFF ASSIGNMENTS DC: DIRECT CURRENT COMMUNICATION STATUS. A.THE STAFF CONSOLE IS A PRIMARY POINT OF CONTACT AMONG USERS OF G.ANNUNCIATOR AUDIBLE ANNUNCIATION SHALL INDICATE PRIORITY LEVEL. 7.AUTOMAJ1C/MANUAL MESSAGING EHR: ELECTRONIC HEALTH RECORD INCOMING CALLS SHALL BE DISPLAYED ON THE COLOR DISPLAY IN THE EMR: ELECTRONIC MEDICAL RECORD K.EACH PATIENT STATION BUTTON SHALL HAVE A DEDICATED LED TO INDICATE THE SYSTEM. IT OPERATES AS BOTH A USER INTERFACE ANDA COLORS FOR THEIR ASSOCIATED PRIORITY LEVELS. CAT IS FURTHER INTENDED THAT UPON COMPLETION OF THIS WORK, THE FDA: UNITED STATES FOOD AND DRUG ADMINISTRATION THAT THE BUTTON HAS BEEN PRESSED OR IS ACTIVELY INDICATING A CALL. COMMUNICATIONS DEVICE THAT SENDS AND RECEIVES DATA AND AUDIO OWNER BE PROVIDED WITH COMPLETE INFORMATION AND DRAWINGS GUI: GRAPHICAL USER INTERFACE PATIENT STATIONS USING A SINGLE LED TO INDICATE THE PRESSING OF SIGNALS OVER THE IP NETWORK. DESCRIBING AND DEPICTING THE ENTIRE SYSTEM(S) AS INSTALLED, HL7: HEALTH LEVEL 7 PROTOCOL ANY BUTTON WILL NOT BE ACCEPTED. H.THE ANNUNCIATOR SHALL HAVE A HIGH DEFINITION, 7" CAPACITIVE TOUCH INCLUDING ALL INFORMATION NECESSARY FOR MAINTAINING, IP: INTERNET PROTOCOL B.AS A USER INTERFACE, THE STAFF CONSOLE ALPHA-NUMERICALLY DISPLAYS BACKLIT COLOR LCD SCREEN. i. TROUBLESHOOTING, AND/OR EXPANDING THE SYSTEMS) AT A FUTURE DATE, LAN: LOCAL AREA NETWORK L PATIENT STATIONS SHALL SUPPORT A STAFF FOLLOW MODE THAT, WHEN INCOMING CALLS FROM STATIONS AND CONNECTED HEALTHCARE EQUIPMENT, . ii AND COMPLETE DOCUMENTATION OF SYSTEM(S) TESTING. LCD: LIQUID CRYSTAL DISPLAY ACTIVATED, ALERTS STAFF TO CALLS FROM OTHER STATIONS, WITHIN THE AND PROVIDES A MEANS FOR THE OPERATOR TO PRIORITIZE AND RESPOND LED: LIGHT EMITTING DIODE SAME DUTY AREA, VIA AN AUDIBLE TONE AT THE STATION WHERE TO SELECTED EVENTS. AS AN AUDIO DEVICE, IT PROVIDES AUDIBLE I. THE ANNUNCIATOR TOUCH SCREEN DISPLAY SHALL SUPPORT THE ABILITY x I 1.1.3 INTERPRETATION NEC: NATIONAL ELECTRIC CODE PRESENCE IS REGISTERED. THE STAFF FOLLOW TONE SHALL MATCH THE SIGNALING FUNCTIONS AND FACILITATES TWO-WAY STAFF/PATIENT AND TO SCROU., TOUCH, AND SWIPE FOR NAVIGATION AND USER INTERACTION. PBX: PRIVATE BRANCH EXCHANGE TONE OF THE INCOMING CALL PRIORITY. STAFF/STAFF COMMUNICATIONS. Y &NO INTERPRETATIONS OF THE MEANING OF THE BID DOCUMENTS WILL BE PC: PERSONAL COMPUTER J.THE TOUCH SCREEN SHALL UTILIZE PROGRAMMABLE SOFT KEYS AS MADE TO ANY BIDDER ORALLY. EACH REQUEST FOR SUCH INTERPRETATION PDA: PERSONAL DIGITAL ASSISTANT M.PATIENT STATIONS SHALL NOT HAVE DIP SWITCHES THAT REQUIRE MANUAL C.THE STAFF CONSOLE SHALL PROVIDE VISUAL IDENTIFICATION OF THE OPPOSED TO A MECHANICAL D V SIP: SESSION INITIATED PROTOCOL SETTING BY FIELD PERSONNEL. EACH PATIENT STATION SHALL HAVE A CALLING STATION(S) INCLUDING: IAL/TOUCHPAD. DEVICES REQUIRING DO NOT SCALE PLANS SHALL BE MADE TO THE ENGINEER IN WRITING, ADDRESSED TO: EP HARDENED BUTTONS TO PROVIDE OPERATION SHALL NOT BE ACCEPTED. SQL• STRUCTURED QUERY LANGUAGE (USED TO COMMUNICATE WITH A PRECONFIGURED IDENTIFICATION NUMBER THAT SPECIFIES THE STATION TYPE a.ROOM NUMBER ENGINEERING :, ror. . :.::::::::::.:. .....:, . .....,.. : . AUTOMATICALLY. STATIONS UTILIZING MANUAL DIP SWITCHES SHALL NOT BE b.BED IDENTIFICATION 1. DATABASE) CONSIDERED. ARCHITECT OF RECORD 1.1.4 MANUFACTURER T1: HIGH SPEED DATA TRANSMISSION LINE c.PRIORITY OR EVENT TYPE K.THE ANNUNCIATOR SHALL CONNECT TO THE NURSE CALL LAN/WAN UL UNDERWRITERS LABORATORIES d.TIME OF EVENT UTILIZING CAT5/5E/6 CABLE AND POWERED ETHERNET. NO SEPARATE &ACCEPTABL.E' NURSE CALL SYSTEM MANUFACTURERS INCLUDE: VOIP: VOICE OVER INTERNET PROTOCOL N.PATIENT STATIONS R SHALL BE HOT RwARPABLE AND NOT REQUIRE SYSTEM e.ELAPSED TIME (DURATION) POWER SUPPLY OR WIRING SHALL BE USED. Terjesen Associates, Architects L ASCOM PATIENT SYSTEMS WAN: WIDE AREA NETWORK SHUTDOWN OR REMOVAL OF POWER PRIOR TO REPLACEMENT. f. SERVICE TASKS ASSOCIATED WITH THE ROOM OR BED 248 West 35th Street 11th Floor New York, NY 10001 O.PATIENT STATIONS SHALL SUPPORT SIMULTANEOUS INPUT OF PILLOW L THE CALL PENDING SCREEN ON THE ANNUNCIATOR SHALL ALLOW THREE 1� 212.239.1526 Fax: 212.736.7899 B.ALL EQUIPMENT AND COMPONENTS SHALL BE THE MANUFACTURER'S 1.3 SYSTEM DESCRIPTION D.THE STAFF CONSOLE SHALL BE IP-BASED, UTILIZING POWER OVER . SPEAKER AND BED. IF EITHER CONNECTION IS REMOVED, AUDID MUST ETHERNET P CALLS TO BE VISIBLE AT A TIME AND PROVIDE A SIMPLE SCROLLING i. CURRENT MODEL THE MATERIALS, APPLIANCES, EQUIPMENT, AND DEVICES ( OE) AND VOICE OVER IP TECHNOLOGY. E-mail: info@terjesenarchitects.com AUTOMATICALLY TRANSFER TO THE REMAINING DEVICE OR TO THE FUNCTION TO VIEW ADDITIONAL CALLS WHEN MORE THAN THREE PENDING 1.3.1 GENERAL ;:: SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED APPROVAL ON-BOARD STATION SPEAKER. E.THE STAFF CONSOLE SHALL SUPPORT HOT SWAPPABLE REPLACEMENT AND CALLS ARE PRESENT. PENDING CALLS SHALL BE DISPLAYED IN PRIORITY .a;:a:., ,:::..�.... ,�,:,.. ,:,,...........:. :. . , . >,«�,..........:.:::>..;.:.....:..;.�.>,..:,...:::::..::: AGENCY FOR USE AS PART OF A NURSE CALL SYSTEM. THE ORDER REGARDLESS OF THE ORDER IN WHICH THEY ARE RECEIVED. MECHANICAL ENGINEER MANUFACTURER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE A.THE SYSTEM SHALL BE NETWORK-BASED AND INCORPORATE SHALL NOT REQUIRE REPROGRAMMING. SATISFACTOFOf INSTALLATION OF THE COMPLETE SYSTEM. DECENTRALIZED, DISTRIBUTED INTELLIGENCE ARCHITECTURE. THIS P.VOLUME LEVELS FOR EACH PATIENT STATION SHALL BE ADJUSTABLE ON A INTELLIGENT ARCHITECTURE SHALL BE BUILT ON AN IP (INTERNET STATION-BY-STATION BASIS. UNIVERSAL SETTINGS, OR SETTINGS THAT F.STAFF CONSOLE AUDIBLE ANNUNCIATION SHALL INDICATE PRIORITY LEVEL M.THE USER SHALL HAVE THE ABILITY TO ADJUST THE VOLUME OF THE >'. EP �' �S�� I AFFECT AN ENTIRE WING OR FLOOR SHALL NOT BE ACCEPTED. �► INCOMING CALLS SHALL BE DISPLAYED ON THE COLOR DISPLAY IN THE ANNUNCIATOR INCOMING CALL TONES. ''% 110 William Street 32nd Floor New Yo11, rk, NY 10038 PROTOCOL NETWORK. THE SYSTEM SHALL ALLOW BOTH DATA AND VOICE COLORS FOR THEIR ASSOCIATED PRIORITY IEVEIS. C.THE CONTRACTOR SHALL PROVIDE, FROM THE ACCEPTABLE MANUFACTURER'S ) CURRENT PRODUCT LINES, EQUIPMENT AND COMPONENT'S, WHICH COMPLY, TO BE DISTRIBUTED OVER A COMMON NETWORK INFRASTRUCTURE, WHICH IS Q•ALL PATIENT STATIONS SHALL BE SUPERVISED. WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. EQUIPMENT OR CONSISTENT WITH THE COMMUNICATION INDUSTRY. COMMUNICATION DEVICES 212.257.6190 Fax: 212.994.8091 COMPONENTS, WHICH DO NOT PROVIDE THE PERFORMANCE AND FEATURES ON THE NETWORK WILL UTILIZE STANDARDS-BASED PROTOCOLS. THE R.EACH PATIENT STATION SHALL CONNECT TO THE SYSTEM WIRING VW A G.THE STAFF CONSOLE SHALL HAVE A 7" CAPACITIVE TOUCH BACKLIT COLOR N.ANNUNCIATORS SHALL BE PROGRAMMABLE TO RECEIVE AND DISPLAY REQUIRED BY THESE SPECIFICATIONS, ARE NOT ACCEPTABLE, REGARDLESS SYSTEM SHALL ALSO PROVIDE A MEANS OF INTEROPERABILITY WITH 3RD LCD SCREEN. SELECTED CALL PRIORITIES FROM DESIRED AREAS, OR TO DELAY SELECTED www.EPENGINEERING.com SINGLE RJ-45 CONNECTOR. ALL CONNECTIONS TO TELEVISION AND LIGHT CALLS FOR A PROGRAMMABLE INTERVAL OF MANUFACTURER. PARTY WIRED AND WIRELESS NETWORK DEVICES WITHIN THE FACILITY, _...... CONTROLLERS SHALL BE VIA REMOVABLE LEVER CONNECTORS PROVIDING STRUCTURAL ENGINEER ` INCLUDING PCS, PEA'S, MOBILE PHONES, DATABASES, PAGERS, ETC. H.THE STAFF CONSOLE TOUCH SCREEN DISPLAY SHALL SUPPORT THE ABILITY i. #' En Engineering Firm SIMPLE, HOT SWAPPABLE SERVICEABILITY. TO SCROLL, TOUCH, AND SWIPE FOR NAVIGATION AND USER INTERACTION. O.ANNUNCIATORS SHALL DISPLAY SERVICE TASKS. g 1. D.THE MANUFACTURER OF THE SYSTEM EQUIPMENT SHALL MAINTAIN QUALITY SYSTEM PROCESSES FOR THE DESIGN, MANUFACTURE, AND DISTRIBUTION BEACH SYSTEM SHALL_ BE CAPABLE OF SUPPORTING IN EXCESS OF 500 1,3,2.2 STAFF, DUTY STATIONS i. u, Address OF ALL PRODUCTS SPECIFIED IN THIS DOCUMENT. THESE PROCESSES PATIENT STATIONS (>1,000 BEDS) AND 2,500 PERIPHERAL STATIONS. THE I. THE TOUCH SCREEN SHALL UTILIZE PROGRAMMABLE SOFT KEYS AS SHALL BE MONITORED UNDER A QUALITY ASSURANCE PROGRAM THAT MEETS SYSTEM SHALL SUPPORT NETWORKING OF UP TO THREE SYSTEMS OF THIS &. AFF/DUTY STATION FEATURES SHALL BE IDENTICAL IN OPERATION TO THE OPPOSED TO A MECHANICAL DIA OUCHPAD. DEVICES REQUIRING P.A SERVICE TASK SHALL ILLUMINATE THE DOME LIGHT WITH THE % Phone Fax: ISO 13485 ,AND U.S. FDA QUALITY SYSTEM REGULATIONS. THE SIZE. HARDENED BUTTONS TO PROVID OE Pl2ATION SHALL NOT BE ACCEPTED. APPROPRIATE LEVEL OF STAFF RESPONSE REQUIRED (E.G. RED=NURSE PATIENT STATION WITH THE EXCEPTION OF THE CALL CORD, PILLOW E-mail; MANUFACTURER SHALL HAVE THE FINANCIAL STABILITY TO PROVIDE PROJECT SPEAKER, AND BED INTERFACE RECEPTACLES. AMBER=NURSE ASSISTANT, GREEN-AIDE) AT THE LOCATION WHERE THE I FINANCING/LEASE OPTIONS TO THE OWNER IF DESIRED. C.THE SYSTEM SHALL CONSIST OF (INCLUDE): J.STAFF CONSOLE DISPLAY SHALL PROVIDE AN ADJUSTABLE TILT MECHANISM SERVICE WILL BE DELIVERED. :::° "�':::: ,::'*,-°, ' `` °" °` "' ` p° ""°' �rH 1.STAFF CONSOLES AND ANNUNCIATOR PANELS WITH COLOR TOUCH &ANNUNCIATION TONES AT STAFF/DUTY STATIONS MUST BE IDENTICAL TO FOR VIEWING CLARITY. PROJECT E.ALL SYSTEM COMPONENTS SHALL BE THE CATALOGED PRODUCTS OF A SCREEN LCD PANELS THE TONES GENERATED BY THE STAFF CONSOLE FOR EACH PRIORITY TO Q.THE ANNUNCIATOR SHALL DISPLAY SERVICE TASKS CREATED FROM MOBILE SINGLE SUPPLIER. ALL PRODUCTS SHALL BE LISTED BY THE MANUFACTURER 2.STATION GATEWAYS CLEARLY IDENTIFY CALL TYPES. SYSTEMS HAVING DUTY TONES THAT ARE K.THE STAFF CONSOLE SHALL CONNECT TO THE NURSE CALL IAN/WAN DEVICES. S O U T H O L D A11 SC FOR THEIR (INTENDED PURPOSE, ASCOM PATIENT SYSTEMS PRODUCTS 3.ETHERNET SWITCHES/POWERED DISTRIBUTION HUBS NOT IDENTICAL TO TONES GENERATED BY THE STAFF CONSOLE SHALL NOT UTILIZING CAT5/5E/6 CABLE AND POWERED ETHERNET. NO SEPARATE1. CONSTITUTE THE MINIMUM TYPE AND QUALITY OF EQUIPMENT TO BE 4.SINGLE AND QUAL PATIENT STATIONS BE ACCEPTED. POWER SUPPLY OR WIRING SHALL BE USED. 700 BOISSEAU AVENUE 1. INSTALLED. 5.CONFIGURABLE SINGLE-GANG PUSH/PULL TYPE PERIPHERAL DEVICES R.THE ANNUNCIATOR SHALL DISPLAY SERVICE TASK STATUS, IDENTIFYING L.THE CALL PENDING SCREEN ON THE STAFF CONSOLE SHALL ALLOW THREE THOSE THAT HAVE BEEN ACCEPTED BY A MOBILE DEVICE. SOUTHOLD, NY F.ALL CONNECTED FIELD ELECTRONICS SHALL BE BOTH DESIGNED AND 6.SINGLE-GANG DUAL AUX INPUT STATIONS WITH OPTIONAL ELECTRICAL 1.3.2.3 PERIPHERAL STATIONS CALLS TO BE VISIBLE AT A TIME AND PROVIDE A SIMPLE SCROLLING ISOLATION ;. MANUFACTURED BY THE SAME COMPANY, AND SHALL BE TESTED TO FUNCTION TO VIEW ADDITIONAL CALLS WHEN MORE THAN THREE PENDING 7.1 AND 2-SECTION LED CORRIDOR LIGHTS &PERIPHERAL STATIONS ARE ADDRESSABLE INITIATING DEVICES THAT PROVIDE S.THE ANNUNCIATOR SHALL DISPLAY A TIMEOUT WHEN ENSURE TH�►T A FULLY FUNCTIONING SYSTEM IS DESIGNED AND INSTALLED. 8.NETWORK BRIDGE AND CONFIGURATION SOFTWARE _ _ PATIENT-STAFF ARE PRESENT. PENDING CALLS SHALL BE DISPLAYED IN PRIORITY THE USER HAS -:: :: :x>=m: :::, _ :,:,R ..: .H. .:., .,x PATIENT ROOM CALL FOR ASSISTANCE INDICATION TO THE PATIENT STAFF EXCEEDED A SPECIFIED TIME AND IDENTIFY THE TASK AS OVERDUE. DRAWING TITLE : THE IP-BASED NURSE CALL SYSTEM SHALL UTILIZE ETHERNET TOPOLOGY, 9•TEL.EPHONE GATEWAY (SUPPORTING ANALOG, T1 AND/OR SIP COMMUNICATIONS SYSTEM. WHEN A PERIPHERAL STATION IS ACTIVATED. ORDER REGARDLESS OF THE ORDER IN WHICH THEY ARE RECEIVED. SWITCHES, GATEWAYS, AND DEVICES. THESE DEVICES SMALL MAKE UP A CONNECTIVITY) VISUAL INDICATION OF THE CALL DISPLAYS AT THE DOME LIGHT ASSOCIATED M.THE USER SHALL HAVE THE ABILITY TO ADJUST THE VOLUME OF THE T.THE ANNUNCIATOR SHALL DISPLAY OVERDUE TASKS. NURSE CALL NURSE CALL. LAN/WAN. THE NURSE CALL SYSTEM SHALL BE FDA WITH THE PATIENT ROOM, AND AN APPROPRIATE CALL INDICATIONA� CONSOLE INCOMING CALL TONES. REGISTERED, CLASS II, 510(K) EXEMPT. D.THE SYSTEM SHALL BE CAPABLE OF INTEGRATING TO: REGISTERS ON THE STAFF CONSOLE, AS WELL AS ON ANY INSTALLED AND SPECIFICATIONS 1.MOST BRANDS OF IN-BUILDING WIRELESS TELEPHONE SYSTEMS COVERING ANNUNCIATORS. I. 0 1.1.5 ALTERNATES 2.MOST BRANDS OF POCKET PAGING SYSTEMS N.THE STAFF CONSOLE SHALL BE ABLE TO CALL OTHER STAFF CONSOLES. U.THE ANNUNCIATOR SHALL INTERACT WITH SUPPLEMENTAL (PC) DISPLAY TO �� OF 2} STAFF CONSOLE TO STAFF CONSOLE AUDIO SHALL BE FULL DUPLEX VOIP. SYNCHRONIZE COVERAGE CHANGES MADE ON THE CONSOLE WITH A I. 3.HOSPITAL DATA GATHERING AND REPORTING SOFTWARE B.E ACH ROOM SHALL BE CAPABLE OF SUPPORTING UP TO FIVE PERIPHERAL SEPARATE SUPPLEMENTAL DISPLAY UNITE VIEW). &STRICT CONFORMANCE TO THIS SPECIFICATION IS REQUIRED TO ENSURE 4.STAFF LOCATING SYSTEMS, WIRELESS CALL CORDS, CCN SWITCHING STATIONS. PERIPHERAL STATIONS SHALL SUPPORT, AT MINIMUM, THE ( ) -. : :::.�.:. ,_::1r-'11_1-;;.:1.;,_ :,:�.. ••,�.: .::-- . , THAT THE INSTALLED AND PROGRAMMED SYSTEM WILL FUNCTION AS CONTROLS, AND DOOR ACCESS CONTROLS FOLLOWING PRIORITIES: CODE, LAVATORY, STAFF NORMAL, AND PATIENT O.THE STAFF CONSOLE SHALL PROVIDE USERS THE ABILITY TO FORCE AUDIO DESIGNED, AND WILL ACCOMMODATE THE FUTURE REQUIREMENTS AND 5.PATIENT-TO-STAFF ASSIGNMENTS, WANDERING PATIENT ALARM SYSTEMS, NORMAL, AND AUXILIARY INPUT PERIPHERAL STATIONS EQUIPPED WITH TWO INTO THE TALK OR THE LISTEN MODE, ALLOWING CAREGIVERS THE OPTION DATE OPERATIONS OF THE BUILDING OWNER. ALL SPECIFIED OPERATIONAL TO NOT TRANSMIT BACKGROUND NOISE OR DISCUSSIONS AT THE NURSE 1.3.4 NETWORK EQUIPMENT FEATURES SHALL BE MET WITHOUT IXCEP110N. BED EXIT AND/OR FALL PREVENTION ALARM SYSTEMS, AND PATIENT �4" (0.64 MM) RECEPTACLES FOR CONNECTION TO EQUIPMENT. STATION INTO PATIENT ROOMS 5119117 EQUIPMENT CALLS 6.MARQUEE DISPLAY PANELS, PC MONITORS, AND LARGE SCREEN C.PERIPHERAL STATIONS SHALL REQUIRE ONLY TWO WIRES FOR INSTALLATION. 1.3.4.1 SWITCHES AND GATEWAYS PROJECT NUMBER B.THE AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER OF THE MONITORS SUCH AS FLAT PANEL LCD OR PLASMA DISPLAYS P.THE STAFF CONSOLE SHALL BE PROGRAMMABLE TO REXENE AND DISPLAY EQUIPMENT SHALL BE RESPONSIBLE FOR THE SATISFACTORY INSTALLATION D.PERIPHERAL STATIONS SHALL SUPPORT THE REUSE OF EXISTING WIRING. SELECTED CALL PRIORITIES FROM DESIRED AREAS, OR TO DELAY SELECTED 2017.025 7.SELECT ELECTRONIC MEDICAL RECORD (EMR) SYSTEM(S) CALLS FOR A PROGRAMMABLE INTERVAL. &ALL CONTROL EQUIPMENT SHALL BE IP-BASED, UTILIZING IP SWITCHES AND .. OF THE COMPLETE SYSTEM. GATEWAYS FOR CONNECTION TO ROOM DEVICES. THESE DEVICES SHALL DRAWN BY E.EACH PERIPHERAL STATION BUTTON SHALL HAVE A DEDICATED LED TO MAKE UP NURSE CALL LAN E.THE SYSTEM SHALL BE CAPABLE OF HILL-ROM AND/OR STRYKER BED Q.THE STAFF CONSOLE SHALL HAVE THE ABILITY TO ADJUST INDEPENDENT /WAN. THE CONTROLLER EQUIPMENT SHALL I.:; JV C.ALL EQUIPMIENT AND COMPONENTS SHALL BE THE MANUFACTURER'S INDICATE THAT THE BUTTON HAS BEEN PRESSED OR IS ACTIVELY INDICATING SIDE-RAIL COMMUNICATION COMPATIBILITY INCLUDING VISUAL AND AUDIBLE TALK AND LISTEN VOLUME LEVELS VIA EASY-TO-USE TOUCHSCREEN MOUNT IN A STANDARD 19" RACK TO BE SHARED WITH THE FACILITYS IT CURRENT MODEL THE MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES A CALL. Pe. ANNUNCIATION OF PATIENT SAFETY AND FALL PREVENTION ALARMS CONTROLS. THESE SETTINGS SHALL BE ADJUSTABLE ON A EQUIPMENT OR SHALL MOUNT IN AN INDEPENDENT RACK. THE IP F�.�'D A O SCALE SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED APPROVAL ,�� y�T <; GENERATED BY THE BED AND OF DISCONNECTED BED. ROOM-BY-ROOM BASIS. SYSTEMS USING GROUP OR ZONE-WIDE AUDIO SWITCHES AND GATEWAYS SHALL HAVE POWER SUPPLIES TO SUPPORT ALL X. AS NOTED I AGENCY FOR USE AS PART OF AN AUDIO-VISUAL VOICE OVER IP-BASED F.ALL PERIPHERAL STATIONS SHALL HAVE THE ABILITY TO BE INDIVIDUALLY 1. NURSE CALL. SYSTEM. THE AUTHORIZED REPRESENTATIVE OF THE NUMBERED TO REPRESENT A SEPARATE AND DISTINCT LOCATION, EVEN ADJUSTMENTS SHALL NOT BE ACCEPTED. FIELD DEVICES INTERNALLY. SYSTEMS USING A PROPRIETARY f� MANUFACTURER SHALL BE RESPONSIBLE FOR THE SATISFACTORY FAT SHALL BE POSSIBLE TO CONFIGURE THE SYSTEM USING A MODULAR, STATIONS THAT ARE IN THE SAME DAISY CHAIN. ENCLOSURE/CARD CAGE FOR CENTRAL EQUIPMENT AND/OR REQUIRING a n DC7 DRAWING NUMBER INSTALLATION OF THE COMPLETE SYSTEM. FLEXIBLE GUI APPLICATION THAT PROVIDES THE SYSTEM ADMINISTRATOR THE R.THE STAFF CONSOLE SHALL ALLOW A USER TO CREATE A SERVICE TASK POWER SUPPLIES APART FROM THE CONTROL EQUIPMENT SHALL NOT BE A 0 � M sir ABILITY TO MANAGE, (ADD, DELETE, MODIFY) AND DIAGNOSE INFORMATION IDENTIFYING A PATIENTS SPECIFIC REQUEST. ACCEPTED. '�^ G.PERIPHERAL STATIONS SHALL NOT REQUIRE ANY SCREWS TO BE REMOVED I C -, 7 A"N Q�) WITHIN THE NURSE CALL NETWORK. SYSTEMS NOT SUPPORTING �r D.ALL ANNUNCIATORS, STAFF CONSOLES, IP SWITCHES, STATION GATEWAYS, FOR MAINTENANCE PERSONNEL TO REMOVE THE STATION, z �' TELEPHONE GATEWAYS, IP DEVICES, PATIENT STATIONS, DOME LIGHTS, AND ADMINISTRATIVE ACCESS REMOTELY SHALL NOT BE ACCEPTED. S.THE STAFF CONSOLE SHALL PROVIDE FOR UP TO THREE USER-SPECIFIED �� 266 yG4 NC =800000 ``. PERIPHERAL DEVICES SHALL BE PROVIDED BY THE SAME SYSTEM SUPPLIER, H.PERIPHERAL STATIONS SHALL NOT HAVE DIP SWITCHES THAT RERUIRE SERVICE REQUEST SOFT KEYS. B.IP SWITCHES SHALL BE NETWORKED, ALLOWING ALL UNITS/FLOORS OFAOFN G.THE SYSTEM SHALL NOT RELY ON ANY COMPUTER FOR OPERATION. FACILITY TO CONNECT AS A SINGLE SYSTEM. EACH NURSE CALL SYSTEM k AND SHALL BE DESIGNED AND TESTED TO ENSURE THAT THE SYSTEM MANUAL SETTING BY FIELD PERSONNEL. EACH STATION SHALL HAVE A OPERATES AS SPECIFIED. ALL EQUIPMENT AND COMPONENTS SHALL BE SYSTEMS REQUIRING A PC TO BE CONNECTED FOR OPERATION SHALL NOT PRECONFIGURED IDENTIFICATION NUMBER THAT SPECIFIES THE STATION TYPE SHALL CONNECT TO THE HOSPITAL'S NETWORK VIA A SOFTWARE BRIDGE SEAL �_ SHEETNO: OF 3 ..; ::;:: „ .. :: e :v . ::�� .R ;. .:.<.::;.,..:.:,... .... tea::- nx.... _... ;. ,. ., ..0..... THAT ISOLATES THE HOSPITAL NETWORK FROM THE NURSE CALL NETWORK. DATABASE. THIS DATA SHALL BE MADE AVAILABLE TO ASSIGNMENTS, PROVIDE SPECIFIC NOTATION ON EACH SHOP DRAWING, SAMPLE, CATALOG THE PROJECT. FAILURE TO ATTEND THE PRE-BID MEETING MAY BE THIS CONNECTION WILL PROVIDE CONNECTIVITY TO SUPPLEMENTAL FEATURESE.THE STAFF ASSIGNMENT SOFTWARE SHALL PROVIDE THE ABILITY TO MANAGE MESSAGING, MOBILE PHONES, AND REPORTING APPUCATIONS. SHEET, INSTALLATION MANUAL, ETC. SUBMITTED FOR REVIEW AND APPROVAL, CONSIDERED CAUSE FOR REJECTION OF THE CONTRACTOR'S BID. THE SUCH AS DISPLAY SCREENS, AN ADT SYSTEM, WIRELESS TELEPHONES, FLOAT STAFF WITH SEARCH FUNCTIONALITY. THE USER SHALL BE AOF EACH VARIATION. BLE TO MINUTES OF THIS MEETING WILL BE DISTRIBUTED TO ALL ATTENDEES AND iNO 'R' TH FORK :,* POCKET PAGERS, WIRELESS VOICE OVER IP DEVICES, AND A REPORTING SHALL CONSTITUTE AN ADDENDUM TO THESE SPECIFICATIONS. REASSIGN STAFF THAT WORK IN VARIOUS LOCATIONS THROUGHOUT THE 1.4.7 UST VIEW CLIENT SOFTWARE DATABASE. FACILITY FROM ONE UNIT TO ANOTHER WITHOUT ENTERING THE STAFF 1.5.2 CLOSEOUT SUBMITTAL NAMES INTO MULTIPLE DATABASES. RUST VIEW CUENT SOFTWARE SHALL BE AVAILABLE TO PROVIDE A UST VIEW CALL WORK, MAY BE CONDUCTED DURING NORMAL WORKING HOURS, 8:00 1.3.5 CALL CORDS A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, BY PROPERLY COORDINATING OF UNIT ACTIVITY TO SUPPLEMENT THE STAFF CONSOLE. THIS CLIENT A.TWO (2) COPIES OF THE FOLLOWING DOCUMENTS SHALL BE DELIVERED TO THE WORK WITH THE OWNER. NOISE RESTRICTIONS p0 APPLY. THE CORE R THE STAFF ASSIGNMENT SOFTWARE MUST BE BROWSER-BASED, ALLOWING SHALL PROVIDE INFORMATION ON: THE BUILDING OWNER'S REPRESENTATIVE AT THE TIME OF SYSTEM TESTING OF SIGNALS AND OTHER WORK DISRUPTIVE TO 1.3.5.1 SINGLE CALL CORDS SHIFT ASSIGNMENTS TO BE COMPLETED FROM ANY NETWORKED COMPUTER DRILLING, , 1.PENDING CALLS ACCEPTANCE. THE CLOSEOUT SUBMITTALS SHALL INCLUDE OCCUPANTS WILL BE PROHIBITED BETWEEN 6:00 A.M. AND 6:00 P.M.. IN THE FACILITY. SYSTEMS REQUIRING A DEDICATED PC OR A CLIENT TO 700 BOISSEAU AVE, SOUTHOLD, NY BE LOADED FOR COMPLETION OF STAFF ASSIGNMENTS SHALL NOT BE 2.ACTIVE SERVICE TASKS 1.PROJECT-SPECIFIC OPERATING MANUALS COVERING THE INSTALLED MONDAY THROUGH FRIDAY, AND WILL BE EXPLAINED AT THE PRE-BID A.PROVIDE CALL CORDS AS REQUIRED. THE CALL CORD SHALL HAVE A ACCEPTED. 3.REMINDER REASON SYSTEM. MEETING THE CONTRACTOR IS TO INCLUDE, IN HIS BASE BID, ALL OVERTIME ; HEAVY DUTY, MOLDED, X" CONNECTOR, A FLEXIBLE PVC JACKS-IED CABLE, 2.AS-BUILT DRAWINGS CONSISTING OF: A SCALED PLAN OF EACH NECESSARY TO COMPLETE HIS WORK. C STAFF LOCATION (AUTOMATED WITH PRESENCE OF IR LOCATE) AND A MOLDED, FLAME RETARDANT, ABS SWITCH HOUSING. THE SWITCH BUILDING SHOWING THE PLACEMENT OF EACH INDIVIDUAL ITEM OF G.STAFF ASSIGNMENTS SHALL ALLOW ASSIGNMENT OF MULTIPLE BRAND NURSE SHALL BE THE MOMENTARY CONTACT TYPE. THE CORD SHALL BE <8'> IN 5.PATIENT RECORD DATA (MANUALLY OR AUTOMATICALLY WITH PRESENCE EQUIPMENT, AS WELL AS RACEWAY SIZE AND ROUTING, JUNCTION D.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRIOR COORDINATION OF LENGTH, HAVE AN INTEGRATED SHEET CUP, AND BE SUITABLE FOR CALL SYSTEMS AND OTHER 3Rd PARTY MEDICAL DEVICES SUCH AS OF ADT INTERFACE) BOXES, AND THE CONDUCTOR SIZE, QUANTITY, AND COLOR IN EACH ETHYLENE OXIDE STERILIZATION. MONITORS. RACEWAY. ALL DRAWINGS MUST REFLECT POINT-TO-POINT WIRING, ALL WORK AND DEMOLITION WITH THE OWNER. ; fi.PATIENT PRECAUTIONS (INDICATED BY ICON AND TEXT) DEVICE ADDRESSES, AND PROGRAMMED CHARACTERISTICS. B.CALL CORDS SHALL BE OF A SEALED DESIGN WITH A SMOOTH SHAPE AND a)FALL RISK 1.9 WARRANTIES AND MAINTENANCE \ MINIMAL CREVICES TO ALLOW FOR EASY, COMPREHENSIVE CLEANING TO H.STAFF ASSIGNMENT SOFTWARE SHALL ALLOW UNIQUE ASSIGNMENTS OR CALL 3.THE APPLICATION PROGRAM LISTING FOR THE SYSTEM AS INSTALLED AT ASSIST IN KEEPING INFECTIOUS CONTAMINANT'S OUT OF THE PENDANT AND ESCALATIONS BASED ON EVENT TYPE OR SYSTEM GENERATING THE EVENT. b)NPO (FOOD AND FLUID SHALL BE WITHHELD FOR VARIOUS THE TIME OF ACCEPTANCE BY THE BUILDING OWNER (DISK, HARD REDUCE THE POTENTIAL FOR CROSS CONTAMINATION. REASONS, E.G. PRE-OP) COPY PRINTOUT, AND ALL REQUIRED PASSWORDS). 1.9.1 WARRANTY C.AN OPTIONAL CALL CORD SHALL BE AVAILABLE PROVIDING A CALL I. STAFF ASSIGNMENT SOFTWARE SHALL ALLOW ASSIGNMENTS TO BE c)N (IV PUMP ASSIGNED) 4.THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE AUTHORIZED ASSURANCE LED INDICATING TO THE PATIENT A CALL HAS BEEN PLACED. AUTOMATICALLY OR MANUALLY ACTIVATED AT A DESIGNATED START TIME. d)I/0 (MONITORING OF FLUID INPUT/OUTPUT REQUIRED) FACTORY REPRESENTATIVE. A.THE CONTRACTOR SHALL WARRANTY ALL MATERIALS, INSTALLATION, AND e)TOUCH (PATIENT MAY BE DIABETIC AND USES A DEVICE FOR WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS 1.3.5.2 BREATHCALL CALL CORDS 1.4.3 MESSAGING MONITORING BLOOD SUGAR OR GLUCOSE LEVELS) 1.6 QUALITY ASSURANCE OTHERWISE SPECIFIED. A COPY OF THE MANUFACTURER'S WARRANTY SHALL BE PROVIDED WITH CLOSEOUT DOCUMENTATION AND INCLUDED WITH A.PROVIDE BRFATHCALL�R) CALL CORDS FOR USE BY PATIENTS WHO DO NOT f)ISOLATION THE OPERATION AND INSTALLATION MANUALS. HAVE ADEQUATE USE OF THEIR HANDS TO INITIATE A CALL THE A.THE SYSTEM SHALL ALLOW TEXT MESSAGES TO BE SENT TO WIRELESS g)NINP (NO INFO NO PUBLICATION) 1.6.1 QUALIFICATIONS OF CONTRACTOR f DEVICES FROM A MESSAGING BROWSER. LOGIN TO THE BROWSER SHALL BREATHCALLG CORD SHALL HAVE A HEAVY DUTY, MOLDED, 34" CONNECTOR, BE PASSWORD PROTECTED. h)ALLERGY A.THE CONTRACTOR SHALL HAVE SUCCESSFULLY INSTALLED SIMILAR SYSTEMS B.THE SYSTEM SUPPLIER SHALL MAINTAIN A SERVICE ORGANIZATION WITH A FLEXIBLE: PVC JACKETED CABLE, AND A MOMENTARY CONTACT SWITCH ADEQUATE SPARE PARTS STOCK WITHIN 75 MILES OF THE INSTALLATION. 7.ACTIVITY HISTORY PER PATIENT/BED INCLUDING: OF COMPARABLE SIZE AND COMPLEXITY. THE OWNER RESERVES THE Z THAT IS SENSITIVE TO AIR PRESSURE. THE CORD SHALL BE 9' IN LENGTH, ANY DEFECTS THAT RENDER THE SYSTEM INOPERATIVE SHALL BE REPAIRED B.THE MESSAGING SOFTWARE SHALL ALLOW THE USER TO SEND A MESSAGE a CA(� RIGHT TO REJECT ANY CONTROL COMPONENTS FOR WHICH EVIDENCE OF A FEATURE AN ADJUSTABLE ARM FOR CLAMPING THE CALL CORD ONTO A ) WITHIN 24 HOURS OF THE OWNER NOTIFYING THE CONTRACTOR. HEADBOARD OR BED FRAME, AND BE SUITABLE FOR USE IN OXYGEN TO A CAREGIVER'S WIRELESS DEVICE BY SELECTING EITHER THE b)AUDIO CONNECTION TO ROOM SUCCESSFUL PRIOR INSTALLATION PERFORMED BY THE CONTRACTOR ATMOSPHERES. EACH BREATHCALL(91 CALL CORD SHALL BE FURNISHED WITH CAREGIVER'S NAME. CANNOT BE PROVIDED. c)SERVICE TASKS 1.10 TRAINING TWELVE (12) REPLACEMENT STRAWS. ISSUE: C.THE MESSAGING SOFTWARE SHALL PROVIDE FEEDBACK TO INDICATE THAT d)TEXT MESSAGES (AUTOMATIC AND MANUAL) B.THE CONTRACTOR SHALL HAVE IN-HOUSE ENGINEERING AND PROJECT 1.3.5.3 AIR BULB CALL CORDS THE WIRELESS SYSTEM HAS RECEIVED THE MESSAGE. SYSTEMS THAT DO e)STAFF ARRIVALS MANAGEMENT CAPABILITY CONSISTENT WITH THE REQUIREMENTS OF THIS 1.10.1 TRAINING DESCRIPTION DATE BY NOT PROVIDE ACKNOWLEDGMENT OF SENT MESSAGES SHALL NOT BE PROJECT. QUALIFIED AND APPROVED REPRESENTATIVES OF THE SYSTEM ACCEPTED. MANUFACTURER SHALL PERFORM THE DETAILED ENGINEERING DESIGN OF ISSUED TO DOH 05.03.17 CP A.PROVIDE AIR BULB CALL CORDS FOR USE BY PATIENTS WHO MUST REMAIN B.IN ADDITION, THE UST VIEW CLIENT SHALL OPTIONALLY DISPLAY THE ALL CONTROL EQUIPMENT. QUALIFIED AND APPROVED REPRESENTATIVES OF A.THE SYSTEM SUPPLIER SHALL SCHEDULE AND PRESENT A MINIMUM OF 8 DISTANT FROM ELECTRICAL FIXTURES. THE AIR BULB CALL CORD SHALL FOLLOWING INFORMATION WHEN INTEGRATED WITH ADT. THE SYSTEM MANUFACTURER SHALL PRODUCE ALL DRAWINGS SUBMITTALS HOURS OF DOCUMENTED FORMALIZED INSTRUCTION FOR THE BUILDING ISSUED FOR CONSTRUCTION 05.05.17 CP HAVE A HEAVY DUTY, MOLDED, COMBINATION " CONNECTOR AIR PRESSURE D.THE MESSAGING SOFTWARE SHALL BE BROWSER-BASED, ALLOWING USERS 1.ADMITTED LOCATION AND OPERATING MANUALS. THE CONTRACTOR IS RESPONSIBLE FOR OWNER, DETAILING THE PROPER OPERATION OF THE INSTALLED SYSTEM. ` - - /� ISSUED FOR ADDENDUM 1 05.19.17 CP TO SEND MESSAGES FROM ANY NETWORKED PC WITH INTERNET EXPLORER RETAINING QUALIFIED AND APPROVED REPRESENTATIVE(S) OF THOSE SYSTEM SENSITIVE SWITCH. THE CORD SHALL CONSIST OF <6'> <105 OF 2.PATIENT ID FLEXIBLE TUBING TERMINATED WITH AN AIR BULB. HAVE AN INTEGRATED 10.0 OR NEWER. SYSTEMS THAT REQUIRE A DEDICATED PC OR SPECIAL MANUFACTURERS SPECIFIED FOR DETAILED SYSTEM DESIGN AND B.THE INSTRUCTION SHALL BE PRESENTED IN AN ORGANIZED AND PLUMBING UPDATES 06.13.17 CP SOFTWARE LOADED ONTO INDIVIDUAL PCS TO PROVIDE MESSAGING ACCESS 3.PATIENT NAME DOCUMENTATION. COORDINATION OF SYSTEM INSTALLATION REQUIREMENTS, PROFESSIONAL MANNER BY A PERSON WHO HAS BEEN FACTORY TRAINED IN SHEET CUE , BE SUITABLE FOR USE IN OXYGEN ATMOSPHERES, AND BE REVISED PER DOH COMMENTS 07.11.17 CP SUITABLE FOR ETHYLENE OXIDE STERILIZATION. SHALL NOT BE ACCEPTED. 4.DATE OF BIRTH (AGE) AND FINAL SYSTEM TESTING AND COMMISSIONING IN ACCORDANCE WITH THE OPERATION AND MAINTENANCE OF THE EQUIPMENT AND WHO IS ALSO 5.SEX THESE SPECIFICATIONS. THOROUGHLY FAMILIAR WITH THE INSTALLATION. ISSUED FOR DOB APPROVAL 03.23.18 CP 1.3.5.4 GERIATRIC CALL CORDS 1.4.4 WIRELESS TELEPHONE INTEGRATION 6.DOCTOR (ATTENDING DOCTOR) __. 7.STATUS (ROUTINE, PRIORITY, URGENT) 1:6.2 PRE-INSTALLATION REQUIREMENTS C.OPTIONALLY, IN SERVICE TRAINING FOR CLINICAL STAFF SHALL BE A.THE NURSE CALL SYSTEM SHALL ALLOW CONNECTION TO ANY BRAND OF CONDUCTED BY CUNICAL PROFESSIONALS. VENDORS WHO CANNOT &PROVIDE GERIATRIC CALL CORDS FOR USE BY PATIENTS WHO HAVE MINIMAL &PATIENT PRECAUTIONS PROVIDE TRAINERS WITH CLINICAL BACKGROUND FOR IN-SERVICE TRAINING IN-HOUSE WIRELESS TELEPHONE SYSTEM INCLUDING WIRELESS IP SYSTEMS. A.THE PROVIDER SHALL SUBMIT A DETAILED PROJECT PLAN THAT WILL USE OF THEIR HANDS TO INITIATE A CALL THE GERIATRIC CALL CORD THIS INTEGRATION SHALL ALLOW CALLS FROM PATIENTS TO AUTOMATICALLY 9.FREE-TEXT INFORMATION SHALL NOT BE ACCEPTED. Xi SHALL HAVE A HEAVY DUTY, MOLDED, " CONNECTOR, A FLEXIBLE DESCRIBE IN DETAIL HOW THE PROVIDER WILL APPROACH THE PROJECT RING THE WIRELESS DEVICE OF THE ASSIGNED CAREGIVER(S). THE FROM INCEPTION TO FINALIZATION. THE PLAN MUST INCLUDE AT A <WHITE> <BEIGE> <GRAY> PVC JACKETED CABLE WITH A SENSITIVE, WIRELESS DEVICE MUST SHOW THE CAREGIVER THE BED NUMBER OF THE MOMENTARY CONTACT REED SWITCH THAT REQUIRES ONLY A GENTLE C.THE UST VIEW CLIENT SHALL ALLOW USER TO EXPAND EVENTS TO SHOW MINIMUM THE FOLLOWING INFORMATION: CALL,OR TAP TO ACTIVATE. THE CORD SHALL BE 10' IN LENGTH, HAVE -L, THE CALL TYPE/PRIORITY, AND OPTIONALLY EITHER THE UNIT NAME ADDITIONAL INFORMATION INCLUDING: EVENT HISTORY, PATIENT 1.PROJECT STAGING PART 2 EXECUTION AN INTEGRATED SHEET CUP. AND BE SUITABLE FOR ETHYLENE OXIDE OR THE PATIENT NAME (WITH PRESENCE OF ADT INTERFACE). DEMOGRAPHICS (WITH ADT/EHR INTEGRATION) AND ROOM SUMMARY FOR 2.PROJECT MANAGEMENT STERILIZATION. THE FIRST CALL ON THE PENDING CALLS UST. 3.EQUIPMENT SCHEDULES 2.1 INSTALLATION B.THE WIRELESS TELEPHONE INTEGRATION SHALL ALLOW NO LESS THAN 4.INSTAL1AlI0N TIME LINES 1.3.5.5 PILLOW SPEAKERS THREE LEVELS OF STAFF, PLUS A CHARGE NURSE AND A "GROUP," TO BE D.FACH UST VIEW LOGIN SHALL BE CAPABLE OF HAVING A UNIQUE REMINDER ASSIGNED TO EACH PATIENT/BED OR CALL PRIORITY. THESE ASSIGNMENTS REASON AND MESSAGING UST. SYSTEMS REQUIRING ALL USERS TO SHARE 5.OTHER TRADE REQUIREMENTS 2.1.1 GENERAL SHALL BE PERFORMED VIA THE CLIENT-BASED ASSIGNMENTS SOFTWARE. THE SAME REMIND AND MESSAGING UST SHALL NOT BE ACCEPTED. 6.FlNAL ACCEPTANCE TESTING &PROVIDE ONE (1) PILLOW SPEAKER FOR EACH SINGLE PATIENT STATION THE ROLLOVER TIME FROM THE PRIMARY STAFF MEMBER TO THE 7.PERSONNEL RESUMES A.ALL EQUIPMENT SHALL BE ATTACHED TO WALLS AND CEILING/FLOOR AND TWO (2) PILLOW SPEAKERS FOR EACH QUAL PATIENT STATION. THE SECONDARY, TERTIARY. AND CHARGE NURSE SHALL BE DEFINABLE BY THE E.THE UST VIEW CLIENTS SHALL BE PASSWORD PROTECTED. THE LOGIN &PROGRESS REPORT SAMPLE ASSEMBLIES AND SHALL BE MOUNTED FIRMLY IN PLACE. FASTENERS AND PILLOW SPEAKERS SHALL HAVE AN 18-PIN, DURABLE PLUG THAT CAN FACILITY. PASSWORD SHALL DETERMINE THE UNITS VISIBLE AND VIEW PFEFERE LACES SUPPORTS SHALL BE SIZED TO SUPPORT THE REQUIRED LOAD. WITHSTAND ACCIDENTAL REMOVAL FROM STATION PLUG WITHOUT DAMAGE TO FOR EACH CLIENT. PILLOW SPEAKER OR PATIENT STATION. THE HOUSING SHALL CONTAIN THE B.ALL EQUIPMENT AND COMPONENTS SHALL BE INSTALLED IN STRICT NURSE CALL BUTTON, A SPEAKER, AND BUTTONS FOR TV VOLUME CONTROL C.A CAU_ ESCALATION MANAGER SHALL MANAGE AUTOMATIC MESSAGING TO COMPLIANCE WITH EACH MANUFACTURER'S RECOMMENDATIONS. CONSULT 2.1.2 CONDUCTORS AND CHANNEL CONTROL IN A MOLDED, FLAME-RETARDANT, ABS HOUSING. WIRELESS DEVICES. THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE F.UST VIEW CUENT'S EVENT NOTIFICATION COLORS SHALL BE CONFIGURABLE THE MANUFACTURER'S INSTALLATION MANUALS FOR ALL WIRING DIAGRAMS THE CORD SHALL BE 8' IN LENGTH AND HAVE AN INTEGRATED SHEET CLIP. GROUP PAGE FUNCTIONS THAT ALLOW ANY DEFINED GROUP OF DEVICES TO TO MATCH CORRIDOR LIGHT SETTINGS. SCHEMATICS PHYSICAL EQUIPMENT SIZES, ETC. BEFORE BEGINNING SYSTEM RECEIVE ANY SELECTED CALL TYPE(S). WHEN A CALL IS SENT TO A A.THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SYSTEM CONDUCTORS, GROUP, THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE THE ABILITY INSTALLATION. REFER TO THE MANUFACTURERS RISER/CONNECTION DC POWER, AND GROUNDING/SHIELD DRAIN CIRCUITS, AND TO ANY OTHER B.OPTIONAL :i7-PIN PILLOW SPEAKERS MAY BE USED TO PLUG INTO 37-PIN TO TRANSMIT A "CALL CANCEL" IN THE EVENT OF A CALL BEING ATTENDED G.THE UST VIEW CLIENT SHALL BE CAPABLE OF MESSAGING A CAREGIVER DIAGRAMS AND DETAILS FOR ALL SPECIFIC SYSTEM WIRING INSTALI.EQ BY THE CONTRACTOR PURSUANT TO THE REQUIREMENTS BED RECEPTACLES. TO; REMAINING STAFF NOT YET ON-STYE CAN BE NOTIFIED THAT THE INSTALLAIION/TERMINATION/WIRING DATA. OF THESE SPECIFICATIONS. SITUATION HAS BEEN ATTENDED T0. (ONE EELIST VIEW SCREEN ASSIGNED OR ANY ACTIVE STAFF MEMBER) FROM • DO NOT SCALE PLANS 1.4 INTEGRATIONS 1.6.3 START AND COMPLETION DATES BALL CIRCUITS SHALL BE RATED AND POWER UMITED IN ACCORDANCE WITH D.SYSTEM SHALL BE CAPABLE OF INTEGRATING TO <ASCOM> <POLYCOM> H.THE UST VIEW CLIENT SHALL BE CAPABLE OF RUNNING ON AN EXISTING THE NATIONAL ELECTRICAL CODE (NEC), AND INSTALLED IN CONDUIT OR ARCHITECT;OF RECORD ,.. 1.4.1 INTERFACE ENGINE <SPECTRALINK> <VOCERA> <CISCO> WIRELESS DEVICES WITHOUT THE PC AT THE NURSE STATION OR ON A PC DEDICATED TO NURSE CALL A.THE STARTING AND COMPLETION DATES FOR THIS WORK SHALL BE ENCLOSED RACEWAY. ALL SYSTEM CONDUCTORS SHALL BE OF THE TYPE(S) ( NEED FOR ADDITIONAL THIRD PARTY SOFTWARE, SYSTEM FUNCTIONS. SYSTEMS REQUIRING A DEDICATED PC FOR THE ESTABLISHED AT THE PRE-BID MEETING. SPECIFIED HEREIN. Terjesen Associates, Architects FUNCTIONS LISTED SHALL NOT BE ACCEPTED. • CATEGORY 5/5E OR CATEGORY 6 A.EACH NURSE CALL NETWORK SHALL CONNECT TO THE HOSPITAL'S NETWORK E.WHEN INTEGRATED WITH ASCOM UNITE, THE NURSE CALL SYSTEM SHALL 1.6.4 SUBMISSION OF BID 16 AWG POWER IF APPLICABLE) 248 West 35th Street 11th Floor New York, NY 10001 VIA A SOFTWARE BRIDGE THAT ISOLATES THE HOSPITAL NETWORK FROM SUPPORT THE ABILITY TO GENERATE SERVICE TASK EVENTS FROM WIRELESS I. UST VIEW CLIENTS SHALL BE CAPABLE OF 'FILTERING` CALL ACTIVITY BASED ( 212.239.1526 Fax: 212.736.7899 THE NURSE CALL NETWORK. THIS CONNECTION TO THE HOSPITALS PHONES. ON CALL PRIORITY AND/OR WHAT NURSING UNIT THE EVENT WAS NETWORK WILL ALLOW THE INTEGRATION OF SUPPLEMENTAL SYSTEMS SUCH GENERATED. FONT SIZE AND COLOR SHALL ALSO BE CONFIGURABLE. A.COPIES TO: EP ENGINEERING 2.1.3 CONDUCTORS AND RACEWAYS E-mail: info@terjesenarchitects.com AS: F.THE WIRELESS INTEGRATION SHALL ALLOW DEVICE FAILURES IN THE NURSE THESE FEATURES SHALL ALLOW UST VIEW CUENTS TO HAVE THE 1.WIRELESS COMMUNICATION SYSTEM(S) CALL. SYSTEM TO GENERATE AN AUTOMATIC CALL DIRECTLY TO A BIOMED FLEXIBILITY SERVE AS SYSTEM WIDE SUPPLEMENTAL CODE BLUE DISPLAY(S) B.BIDS SHALL BE SUBMITTED ON THE BID FORM. FOUR (4) COPIES OF THE A.THE ENTIRE SYSTEM SHALL BE INSTALLED IN A SKILLFUL MANNER IN MECHANICAL ENGINEER . 2.REPORTENG DATABASE DEVICE. AND DEPARTMENTAL STATUS SCREENS TO ALLOW LCD'S OR PLASMAS TO BE BID FORM SHALL BE SUBMITTED AND ONE COPY RETAINED BY THE BIDDER ACCORDANCE WITH APPROVED MANUFACTURER'S INSTALLATION MANUALS, 3.ADT INTEGRATION AS AN OPTION TO MARQUEE DISPLAYS. FOR HIS RECORDS. ALL BLANK SPACES FOR BID PRICES SHALL BE FILLED SHOP DRAWINGS, AND WIRING DIAGRAMS. THE CONTRACTOR SHALL ; � r.9�� 4.PC STAFF CONSOLE APPLICATIONS USING INK OR TYPEWRITTEN. ANY EXCEPTIONS TO THE BID DOCUMENTS FURNISH ALL CONDUIT, WIRING, OUTLET BOXES, JUNCTION BOXES, G.THE WIRELESS INTEGRATION SHALL NOT REQUIRE OWNER TO DISABLE 110 William Street 32nd Floor NewYork, NY 10038 FUNCTIONS OF THE WIRELESS PHONES INCLUDING VOICE MAIL. J.UST VIEW CLIENT SHALL INTERACT WITH ASSOCIATED STAFF CONSOLE TO OR QUALIFICATION OF THE BIDDERS BID SHALL BE FULLY EXPLAINED CABINETS, AND SIMILAR DEVICES NECESSARY FOR THE COMPLETE 5.PATIENT/STAFF ASSIGNMENTS PROVIDE A VIEW OF EVENTS WHICH REFLECT THE SAME TOPOLOGY AND WHERE INDICATED ON THE BID FORM. INSTALLATION. ALL WIRING SHALL BE OF THE TYPE REQUIRED BY THE NEC 212.257.6190 Fax: 212.994.8091 6.AUTOMATIC MANUAL MESSAGING AND APPROVED FOR THE PURPOSE BY LOCAL AUTHORITIES HAVING / COVERAGE AREAS AS PRESENTED ON THE ASSOCIATED STAFF CONSOLE. www.EPENGINEERING.com 7.THIS INTEGRATION SHALL PROVIDE A SINGLE DATABASE FOR THE ENTIRE H.THE WIRELESS INTEGRATION SHALL ALLOW SERVICE TASKS TO BE CREATED 1.7 DELIVERY. STORAGE AND HANDLING JURISDICTION. w............ . w..._.,.W............. w..... FROM MOBILE DEVICES. STRUCTURAL ENGINEER FACILITY, FOR EASE OF ADMINISTRATOR MAINTENANCE. 1.4.8 BED VIEW CLIENT SOFTWARE B.ANY SHORTS OPENS, OR GROUNDS FOUND ON NEW OR EXISTING WIRING 1.4.5 POCKET PAGER INTERFACE 1.7.1 RECEIVING AND HANDLING SHALL BE CORRECTED PRIOR TO THE CONNECTION OF THESE WIRES TO Engineering Firm B.THE INTEGRATION PLATFORM MUST BE COMPATIBLE WITH OTHER NURSE ABED VIEW CLIENT SOFTWARE SHALL BE AVAILABLE TO PROVIDE A VIEW OF ANY PANEL COMPONENT OR FIELD DEVICE. Address CALL SYSTEMS OFFERED E3Y THE SELECTED VENDOR TO ALLOW MIGRATION EACH NURSING UNIT VIA LOGIN TO SUPPLEMENT THE STAFF CONSOLE. A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RECEIVING, HANDLING, OPTIONS TO OTHER SYSTEMS. A MANUFACTURER WHOSE INTERFACE A.THE NURSE CALL SYSTEM SHALL ALLOW CONNECTION TO MOST BRANDS OF Phone Fax:THIS CLIENT SHALL DISPLAY THE FOLLOWING INFORMATION: AND STORAGE OF HIS MATERIALS AT THE JOB SITE. CALL PENETRATION OF FLOOR SLABS AND FIREWALLS SHALL BE PLATFORM CANNOT BE SHARED WITH THEIR OTHER SYSTEMS SHALL NOT BE IN-HOUSE POCKET PAGER SYSTEMS VIA TAP 1.8 PROTOCOL THIS E-mail: ACCEPTED. INTEGRATION SHALL ALLOW CALLS FROM PATIENTS TO AUTOMATICALLY SEND 1.ROOM NUMBER FIRE-STOPPED IN ACCORDANCE WITH ALL LOCAL FIRE CODES. TEXT MESSAGES TO THEIR ASSIGNED CAREGIVER(S). THE PAGER DISPLAY 2.BED DESIGNATION B.USE OF LOADING DOCKS, SERVICE DRIVEWAYS, AND FREIGHT ELEVATORSPROJECT ROJECT C.THE SYSTEM SHALL SUPPORT INDUSTRY STANDARD PROTOCOL OUTPUT TO MUST SHOW THE CAREGIVER THE BED NUMBER OF THE CALL. THE CALL 3.CALL ACTIVITY VW ROOM COLOR CHANGE SHALL BE COORDINATED WITH THE OWNER. 2.2 FIELD QUALITY CONTROL INTERFACE TO 3RD PARTY MIDDLEWARE PLATFORMS. TYPE/PRIORITY, AND OPTIONALLY THE UNIT NAME OR PATIENT NAME (WITH 4.SERVICE TASK ICONS SOUTHOLD ASC PRESENCE OF ADT INTERFACE). 5 ACTIVE EVENTS 1.7.2 STORAGE 2.2.1 TEST & INSPECTION D.THE SYSTEM SHALL SUPPORT DOWNLOADABLE SOFTWARE FOR UPDATES OR &SERVICE TASKS (WITH SERVICE DETAILS) 700 B O I SS EAU AVENUE NEW INSTALLATIONS. SYSTEMS REQUIRING HARD MEDIA (E.G. CD, DVD, ETC.) B.THE POCKET PAGER INTEGRATION SHALL ALLOW NO LESS THAN THREE 7STAFF PRESENCE A.THE OWNER WILL PROVIDE THE CONTRACTOR WITH A LOCKABLE STORAGE A.ALL WIRING SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS SOUTHOLD, NY , TO BE USED SHALL NOT BE ACCEPTED. LEVELS OF STAFF, PLUS A CHARGE NURSE ANDA "GROUP," TO BE SPACE FOR THE CONTRACTORS USE DURING THIS PROJECT. THE BEFORE THE SYSTEM IS ACTIVATED, ASSIGNED TO EACH PATIENT/BED OR CALL PRIORITY. THESE ASSIGNMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THIS SPACE. E.THE SOFTOIARE BRIDGE SHALL BE ABLE TO RUN ON A DESKTOP, SERVER SHALL BE PERFORMED VIA THE CUENT-BASED ASSIGNMENTS SOFTWARE. B.THE BED VIEW CLIENT SHALL BE USER CONFIGURABLE TO SELECT THE ROLLOVER TIMES BETWEEN ASSIGNED CAREGIVERS SHALL BE DEFINABLE LOCATIONS AND EVENT TYPES TO MONITOR. B.ALL TEST EQUIPMENT, INSTRUMENTS, TOOLS, AND LABOR REQUIRED TO OR VIRTUAL_ HARDWARE ENVIRONMENT. BY THE FACILITY. EACH NURSING UNIT SHALL BE HAVE THE ABILITY TO &OVERNIGHT STORAGE OF MATERIALS IS LIMITED TO THE ASSIGNED STORAGE CONDUCT THE TESTS SHALL BE MADE AVAILABLE BY THE INSTALLING DRAWING TITLE L SOFTWARE BRIDGE REQUIREMENTS FOR DESKTOP: DEFINE ROLLOVER TIMES INDEPENDENT OF OTHER DEPARTMENT C.THE BED VIEW CLIENTS SHALL BE PASSWORD PROTECTED. SAME DAY MATERIALS RETURNEDBROUGHT TO THE THE ASS WORK AREA SHALL E A B INSTALLED LESS D THE CONTRACTOR. NURSE CALL ii.WINDOINS 7 WITH SQL SERVER 2008 R2 REQUIREMENTS. PREVIOUSLY APPROVED BY THE OWNER. SPECIFICATIONS iii.WINDOINS 10 WITH SQL SERVER 2014 C.THE SYSTEM, INCLUDING ALL ITS SEQUENCE OF OPERATIONS, SHALL BE 2.SOFTWARE BRIDGE REQUIREMENTS FOR SERVER: C.A CALL ESCALATION MANAGER SHALL MANAGE AUTOMATIC MESSAGING TO D.THE BED VIEW CLIENT SHALL BE CAPABLE OF RUNNING ON AN EXISTING PC AT THE NURSE STATION. SYSTEMS REQUIRING A DEDICATE) PC FOR DEMONSTRATED TO THE OWNER OR HIS REPRESENTATIVE. IN THE EVENT i. WINDOWS SERVER 2008 R2 WITH SQL 2008 R2 THE POCKET PAGERS. THE CALL ESCALATION MANAGER SHALL ALSO THE FUNCTIONS LISTED SHALL NOT BE ACCEPTED. 1.7.3 RUBBISH THE SYSTEM DOES NOT OPERATE PROPERLY, THE TEST SHALL BE (2 OF 2) PROVIDE GROUP PAGE FUNCTIONS THAT ALLOW ANY DEFINED G TERMINATED. CORRECTIONS SHALL BE MADE AND THE TESTING PROCEDURE R.WINDOWS SERVER 2012 R2 WITH SQL 2014 DEVICES TO RECEIVE ANY SELECTED CALL TYPE(S). A.THE CONTRACTOR SHALL REMOVE RUBBISH AND DEBRIS RESULTING FROM SHALL BE REPEATED UNTIL IT IS ACCEPTABLE TO THE OWNER, HIS 1.5 SUBMITTALS HIS WORK ON A DAILY BASIS. RUBBISH NOT REMOVED BY THE REPRESENTATIVES, AND THE FIRE INSPECTOR. DATE 1.4.2 PATIENT, STAFF ASSIGNMENTS D.THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE THE ABILITY TO CONTRACTOR WILL BE REMOVED BY THE OWNER AND BACK-CHARGED TO 5119117 TRANSMIT A CALL CANCEL IN THE EVENT OF A CALL BEING ATTENDED TO; 1.5.1 PROJECT SUBMITTAL THE CONTRACTOR. D.AT THE FINAL TEST AND INSPECTION, A FACTORY-TRAINED REPRESENTATIVE A.STAFF ASSIGNMENT SOFTWARE TO ASSIGN STAFF TO WIRELESS DEVICES AND REMAINING STAFF NOT YET ON-SITE CAN BE NOTIFIED THAT THE SITUATION OF THE SYSTEM MANUFACTURER SHALL DEMONSTRATE THAT THE SYSTEM PROJECT NUMBER STAFF TO BEDS SHALL BE AVAILABLE VIA PC-BASED SOFTWARE. THE HAS BEEN ATTENDED TO. B.REMOVAL OF DEBRIS AND RUBBISH FROM THE PREMISES SHALL BE FUNCTIONS PROPERLY IN ACCORDANCE WITH THESE SPECIFICATIONS. THE 2017.025 A.THE CONTRACTOR SHALL PURCHASE NO EQUIPMENT FOR THE SYSTEM REPRESENTATIVE SHALL PROVIDE TECHNICAL SUPERVISION, AND SHALL STAFF ASSIGNMENT SCREENS SHALL BE PASSWORD PROTECTED. THE LOGIN SPECIFIED HEREIN UNTIL THE OWNER HAS APPROVED THE PROJECT COORDINATED WITH THE OWNER. PARTICIPATE DURING ALL OF THE TESTING FOR THE SYSTEM. DRAWN BY PASSWORD SHALL DETERMINE THE STAFF, BEDS AND WIRELESS DEVICES E.THE POCKET PAGER INTE=GRATION SHALL ALLOW DEVICE FAILURES IN THE SUBMITTALS IN THEIR ENTIRETY AND HAS RETURNED THEM TO THE AVAILABLE TO THE USER. NURSE CALL SYSTEM TO GENERATE AN AUTOMATIC PAGE TO A BIOMED CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET THE ---+ JV PAGER(S). ENTIRE INTENT AND FUNCTIONAL PERFORMANCE DETAILED IN THESE 1.8 PROJECT CONDITIONS B.STAFF ASSIGNMENT SOFTWARE, WITH INTEGRATION TO THE EHR SHALL SPECIFICATIONS. APPROVED SUBMITTALS SHALL ONLY ALLOW THE �� Eb C,y� SCALE ALLOW THE: USER TO VIEW THE PATIENT NAME, AGE AND SEX FOR EACH CONTRACTOR TO PROCEED WITH THE INSTALLATION AND SHALL NOT BE 1.8.1 CONDITIONSC, BED. F. � THE POCKET PAGER INTEGRATION SHALL ALLOW HOUSEKEEPING EVENTS TO CONSTRUED TO MEAN THAT THE CONTRACTOR HAS SATISFIED THE � i�� }� AS NOTED GENERATE AN AUTOMATIC PAGE TO A HOUSEKEEPING DEVICE. C REQUIREMENTS OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT fr Cj DRAWING NUMBER THREE {3) COMPLETE SETS F DOCUMENTATION WITHIN 30 CALENDAR DAYS A.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSPECT THE JOB SITE m OA C.UN000UPIED BEDS SHALL BE FLAGGED OR INDICATED INFORMING USER AFTER A PURCHASE ORDER O AWARDEDAND BECOME FAMILIAR WITH THE CONDITIONS UNDER WHICH THE WORK 1,4.6 ADT/EHR INTERFACE . THAT ASSIGNMENTS ARE NOT REQUIRED WILL BE PERFORMED. INSPECTION OF THE BUILDING MAY BE MADE BY v ar APPOINTMENT WITH THE OWNER. CONTRACTORS ARE REQUESTED TO `r�,q 0268 y44NC =801 M00OF: D.THE STAFF ASSIGNMENT SOFTWARE SHAM ALLOW FOR SHIFTS TO BE A.THE SYSTEM SHALL ALLOW AUTOMATIC MONITORING OF THE FACILITY'S HL7 B.EACH SUBMITTAL SHALL INCLUDE A COVER LETTER PROVIDING A UST OF INSPECT THE BUILDING PRIOR TO THE PRE-BID MEETING. OF N CREATED UP TO TWO WEEKS AHEAD OF TIME AND SAVED SO THAT THEY ADMIT, DISCHARGE & TRANSFER (ADT) TRANSACTIONS, AND SHALL PARSE EACH VARIATION THAT THE SUBMITTAL MAY HAVE FROM THE REQUIREMENTS IN THE CONTRACT DOCUMENTS. IN ADDITION, THE CONTRACTOR SHALL CAN BE REUSED. SELECTED PATIENT DEMOGRAPHIC FIELDS INTO THE NURSE CALL SYSTEMS B.A PRE-BID MEETING WILL BE HELD TO FAMILIARIZE THE CONTRACTORS WITH SEAL SHEET NO: 3 OF 3 P ...... .. , ,....3¢ ..... :,...... .nK:... ... ......... ...... ...,t ,,... .•.:. ..[... ..: ...... �"'' 'fit:?: cu .......... ak,. .. .. '.:.. .......:'.. :�..:.. .':iiiii:... 'A"...,.. '.'... ...,.., 'isi:ii' ::':Y•" vH SFiyn:::" ......... OORTH FORK SP �E' CIFI CA TIONS NO TES GENERAL NOTES LEGEND .f 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR A COMPLETE FIRE 1. IF FIRE ALARM DEVICES ARE NOT INSTALLED EXACTLY PER S C LLC SYMBOL ICIN FIRE ALARM SYSTEM INSTALLATION. SYSTEM SHALL COMPLY WITH ALARM SYSTEM INSTALLATION. COMPLY WITH BASE BUILDING APPROVED 008/NY FIRE DEPARTMENT PLANS AND RISERS, THEMIPT 7 ALL CURRENT APPLICABLE CODES, INCLUDING LOCAL LAWS AND REQUIREMENTS AND ALL CURRENT APPLICABLE CODES, INCLUDING ELECTRICAL CONTRACTOR SHALL ON HIS OWN COST PROVIDE AS 700 BOISSEAU AVE, SOUTHOLD, NY PER AUTHORITY HAVING JURISDICTION. FIRE ALARM INSTALLATION CITY OF NEW YORK LAWS LAWS AND THE ADA. COORDINATE ALL BUILD RISERS STAMPED do SEALED -BY LSI HORN/STROBE SHIALL CONFORM TO BUILDING STANDARDS. COORDINATE ALL WORK WORK WITH BUILDING OWNER, GENERAL CONTRACTOR, SYSTEM PROFESSIONAL LICENSE ENGINEER AND RE-SUBMIT AS REQUIRED. WITH BUILDING MANAGEMENT, BASE BUILDING FIRE ALARM SYSTEM VENDOR, AND OTHER TRADES. VENDOR AND OTHER TRADES. 2. UPON INSPECTIONS, IF INSPECTOR REQUIRES ANY ADDITIONAL © MANUAL PULL STATION 2. PROVIDE FIRE ALARM DEVICES AND WIRING AS REQUIRED FOR DEVICES WHICH ARE NOT PART OF THE APPROVED PLAN, THE 2. CONTRACTOR SHALL SUBMIT FIVE COPIES OF WIRING DIAGRAMS MODIFIED FIRE ALARM SYSTEM SHOWN ON THESE DRAWINGS. ALL ELECTRICAL CONTRACTOR SHALL SUBMIT PRICING FOR OWNERS m AND CATALOG CUTS FOR ALL FIRE ALARM WORK FOR REVIEW EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED AND ACCEPTANCE AND INSTALL AS REQUIRED PER LETTER OF DEFECT, 0 STROBE �. ` PRIOR TO COMMENCEMENT. CONNECTED IN ACCORDANCE WITH THE MANUFACTURER'S AND THEN RE-FILE PER NOTE #1. RECOMMENDATIONS AND INSTRUCTIONS. COORDINATE FINAL 3. FIRE ALARM DEVICES INSTALLATION: CONNECTIONS, VOLTAGE, LOCATION, AND WIRING OF THE DEVICES 3. ALL FSD'S SHALL BE ACTIVATED VIA A SMOKE DETECTOR LOCATED SMOKE DETECTOR - PHOTOELECTRIC A. PROVIDE FIRE ALARM SMOKE DETECTOR, STROBE LIGHT, TO COMPLY WITH BUILDING STANDARDS. WITHIN 5 FEET OF THE DAMPER. TYPE SPEAKER UNITS AND OTHER DEVICES AS INDICATED ON THE 3. ALL AUDIBLE/VISUAL ALARM HORN/STROBE UNITS SHALL BE CITY 4. A COPY OF THE FDNY LETTER OF APPROVAL SHALL BE FORWARDED PIAN. EXACT LOCATION OF DEVICES SHALL BE COORDINATED OF NEW YORK APPROVED AND SUITABLE FOR USE WITH TO BUILDING MANAGEMENT. ® TAMPER SWITCH WITH ARCHITECT AND FIELD CONDITIONS. TEMPORAL 3 EVACUATION TONE FIRE ALARM SYSTEMS. B. FIRE ALARM SPEAKER, STROBE AND COMBINATION 4. SUBMIT COMPLETE SHOP DRAWINGS FOR THE SYSTEM, INCLUDING 11@F WATER FLOW SWITCH SPEAKER/STROBE SHALL BE WHITE HOUSING, CAPABLE OF WIRING DIAGRAMS, CATALOG CUTS OF ALL DEVICES, AND SYSTEM DELIVERING 100,000 PEAK CANDLE POWER, 24/12VDC, 90MA RISER DIAGRAM. to I AND SYNCHRONIZED TYPE. SEQUENCE 0 F OPERA T 10 N. '"'� ® CARBON MONOXIDE DETECTOR 5. PROVIDE END-OF-UNE DEVICES AS REQUIRED. O 8.1. THE LAMP SHALL BE A XENON STROBE TYPE op Z 6. ALL CONDUITS SHALL BE GROUNDED BY MEANS CONFORMING WITH EI.2. THE LENDS SHALL BE UNFILTERED OR CLEAR FILTERED THE NATIONAL ELECTRICAL CODE WITH A GROUND CONDUCTOR MANUAL /AUT 0 M A T I C S M 0 K E/ C 0 REMOTE LED WHITE LIGHT. EQUAL IN SIZE TO THE LARGEST CONDUCTOR USED IN THE ::;., SYSTEM; BUT IN NO CASE SHALL THE GROUND CONDUCTOR BE ® RELAY ISSUE: EI.3. THE MAXIMUM PULSE DURATION SHALL BE TWO-TENTHS SMALLER THAN #10 AWG- ALL CONDUITS SHALL BE RIGID STEEL SPRINKLER DETECTION FIRE ALARM SYSTEM OF ONE SECOND (0.2 SEC) WITH A MAXIMUM DUTY CONDUIT. ALL CONDUITS AND JUNCTION BOXES SHALL BE DESCRIPTION DATE BY CYCLE OF 50 PERCENT. THE PULSE DURATION IS PAINTED RED. 1. OPERATION OF A TAMPER SWITCH OR CO DETECTOR WILL: FSD FIRE SMOKE DAMPER ISSUED TO DOH 05.03.17 CP DEFINED AS THE T1ME INTERVAL BETWEEN INITIAL AND FINAL POINTS OF 10 PERCENT OF MAXIMUM SIGNAL.. 7. ALL FIRE ALARM SYSTEM WIRING SHALL BE TYPE FPLP-UL, ISSUED FOR CONSTRUCTION 05.05.17 CP TWISTED PAIR #14 AWG MINIMUM, SOLID COPPER, 150 DEG. C, A. ACTIVATE TEMPORAL - 3 CODED ALARM SIGNAL THROUGHOUT THE SPACE. E1.4. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. 60OV, SHIELDED, INSULATED CONDUCTORS, NYC APPROVED WITH B. ANNUNCIATE AT FIRE ALARM CONTROL PANEL AND AT THE REMOTE ANNUNCIATOR. DVA DRY VALVE ASSEMBLY FEP TEFLON, AND CONDUCTORS COLORED BLACK AND RED. E1.5. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ ANDA 2. OPERATION OF A MANUAL PULL STATION WILL: MAXIMUM OF 2HZ. 8. RUN IN RIGID CONDUIT WHERE NOT CONCEALED IN CEILINGS AND FACP FIRE ALARM CONTROL PANEL REVISED PER DOH COMMENTS 07.11.17 CP WHERE REQUIRED BY ALL APPLICABLE CODES. ALL WIRING SHALL A. ACTIVATE TEMPORAL - 3 CODED ALARM SIGNAL THROUGHOUT THE SPACE. E1.6. THE STROBE SHALL BE WALL MOUNTED 80 INCHES BE COLOR CODED AND IDENTIFIED AT THE FIRE ALARM CONTROL B. DISPLAY ALARM AT THE FIRE 'ALARM CONTROL PANEL ' ISSUED FOR DOB APPROVAL 03.23.18 CP ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, PANEL ALL FIRE ALARM CABLES SHALL BE APPROVED FOR USE C. CALL FIRE DEPARTMENT VIA CENTRAL STATION. SUBSCRIPTS f D. DISPLAY THE APPROPRIATE ZONE AT FRCP. -' c - CauNc aouW OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. IN FIRE ALARM SYSTEMS IN NYC. ;Y; Fso _ FRE SMOKE DAMPER --Yx --J1XX EI.7. OPERATING VOLTAGE OF SPEAKER UNITS SHALL BE 9. ELECTRICAL CONTRACTOR SHALL PERFORM ALL NECESSARY FIRE 4. OPERATION OF AN AREA SMOKE DETECTOR, DUCT SMOKE DETECTOR OR WATERFLOW SWITCH COMPATIBLE WITH EXISTING BASE BUILDING FIRE ALARM DEPARTMENT FILING. WORK SHALL NOT BE CONSIDERED WILL EFFECT THE SAME ACTION AS A MANUAL PULL STATION (2A - 2.E) ABOVE AND: SYSTEM. COMPLETE UNLESS ALL NECESSARY FILING, TESTS, AND SUBSCRIPTS - - INSPECTIONS ARE COMPLETED AND APPROVED. A. STOP THE FANS SERVING THE FLOOR IN ALARM. - DR - DUCT oErECM- RErURSUPPLY `�='xx OR - DUCT DEIECfOR - REiURN B. STOP ALL OTHER REQUIRED FANS. oo - Durr DEMM - DUMDE M C. SPACE SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE. 10K _ oucr ooR _ EXWW PROVIDE DUAL CHAMBER IONIZATION TYPE FOR ELEVATOR 10. ELECTRICAL CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS C. OPERATE ALL REQUIRED DAMPER RELAYS. LOBBIES AND ELEVATOR MACHINE ROOMS AND DUCT MOUNTED THROUGH FIRE RATED PARTITIONS AND SLABS. DETECTORS WITH REMOTE INDICATOR LED AND KEY TEST 6. TROUBLE SIGNALS FROM ALL DEVICES WILL BE DISPLAYED AT THE FACP AND AT THE REMOTE SWITCH. 11. ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID ONE (1) DAY ANNUNCIATOR. TEXT/UNEWEIGHT WHICH INDICATES FOR WALK-THRUS AND ALL PRE-TESTING OF THE FIRE ALARM ��' EXISTING DEVICES AND EQUIPMENT D. AS A MINIMUM, PROVIDE #16 AWG TWISTED, SHIELDED SYSTEM WITH REPRESENTATIVES FROM THE BUILDING MANAGEMENT 7. AFTER ANY AC OR CAC UNIT IS SHUT DOWN VIA THIS FIRE ALARM SYSTEM, THE UNIT SHALL � MULTI-CONDUCTOR CABLE FOR SPEAKER CIRCUIT AND #14 PRESENT, PRIOR TO FIRE DEPARTMENT INSPECTION AND TESTING. NOT RESTART UNTIL:- AWG W AWG MULTI-CONDUCTOR CAI-BE FOR STROBE LIGHT CIRCUIT. E. THE ZONE IN ALARM HAS BEEN CLEARED AND RESET. ALL CABLES SHALL BE TYPE FPLP HAVING 150C AND 12. VISUAL ALARM FLASHING STROBE LIGHT SHALL BE MINIMUM 75 F. THE FAN IS MANUALLY RESTARTED. MANUAL RESTART MAY BE INITIATED AT THE FACP OR w TEXT/UNEINEIGHT WHICH INDICATES NEW COMPLY WITH FIRE DEPARTMENT REQUIREMENTS. CANDELAS AND WILL BE MOUNTED ® 80' A.F.F. PER 'A.D.A.' AT THE ASSOCIATED FAN SHUT DOWN RELAY. XXXX DEVICES AND EQUIPMENT I. REQUIREMENTS. �. 4. PERMITS, STANDARDS AND APPROVALS: 13. COORDINATE COLOR AND LOCATION OF ALL DEVICES AND CONDUIT A. ALL ROUTING AND TERMINATIONS OF CABLES SHALL BE ROUTING WITH ARCHITECT PRIOR TO ANY WORK AND INSTALLATION. DIRECTED AND APPROVED BY BUILDING MANAGEMENT. NO TERMINATIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF 14. REFER TO FLOOR PLAN FOR EXACT QUANTITY OF DEVICES. O�1'� BUILDING MANAGEMENT. 15. ALL DEVICES SHALL BE PROVIDED BY THIS CONTRACTOR. B. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL FEES, COSTS, £; ETC. FOR FILING, APPROVALS, FINAL CONNECTIONS, SYSTEM 16. PROVIDE REMOTE LED INDICATOR LIGHT FOR EACH SMOKE DO NOT SCALE PLANS REPROGRAMMING, PRE-TESTING AND FIRE DEPARTMENT DETECTOR AND DUCT SMOKE DETECTOR WHICH IS MOUNTED TESTING AND SIGNOFF. ABOVE CEILING. LED INDICATOR SHALL BE MOUNTED TO CEILING r E "p OF SPACE BELOW DETECTOR. ARCHITECT OF RECORD C. FIRE ALARM RISER AND PLANS SHALL BE FILED WITH THE FIRE ALARM z o Z Ter esen Associates, Architects DEPARTMENT OF BUILDINGS, APPROVAL OBTAINED AND �/ < � F PERMITS ISSUED PRIOR TO THE START OF ANY WORK. M A TRI/► Z U 0CL 248 West 35th Street 11th Floor New York, NY 10001 7 0- a cn 21 .239.1526 Fax: 2 i 2.736.7899 D. CALLFORBK IS COMPLETED AND INS INSPECTION BY FDNY. ANY ANDD ALL ITEMS USTED SHALLOR DEMOLITION NOTE IN LETTER OF DEFECT SHALL BE REPAIRED AND RESPONDED 0 w Q w a w E-mail: info@terjesenarchitects.com TO ACCORDINGLY AT NOT ADDITIONAL COST TO OWNER, EXISTING FIRE ALARM SYSTEM SHALL BE REMOVED IN ITS ENTIRETY. ¢ � � �' W w a INCLUDING PROVIDING 'AS BUILT' PLANS AND RISER 4S z Lr- N MECHANICAL ENGINEER DIAGRAMS. z z N N_ o y 110 William Street 32nd Floor New York, NY 10038 INPUT a 212.257.6190 Fax: 212.994.8091 TAMPER SWITCH X X <„ www.EPENGINEERING.com CO DETECTOR X X STRUCTURAL ENGINEER MANUAL PULL STATION X X X x y Engineering Firm AREA SMOKE DETECTOR X X X X X X Address ' FIRE SMOKE DAMPER COORDINATION DUCT SMOKE DETECTOR X X X X X X Phone Fax: WATERFLOW SWITCH X X X X X X E-mail: REFER TO 'COMBINATION FIRE SMOKE DAMPER - INSTALLATION MATRIX' ON MECHANICAL PLANS FOR TROUBLE SIGNAL X ::::::, THE RESPONSIBILITIES OF EACH TRADE WITH REGARD TO THE PROVISION AND INSTALLATION OF FIRE PROJECT SMOKE DAMPERS. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH EACH OTHER PRIOR TO COMMENCEMENT. SOUTHOLD ASC 700 BOISSEAU AVENUE CIRCUITING NOTE: SOUTHOLD, NY EACH SIGNALING UNE CIRCUIT (SLC) SHALL BE CIRCUITED SO DEVICE DRA WING LIST LOADING IS NOT TO EXCEED 80% OF LOOP CAPACITY IN ORDER TO LEAVE FOR SPACE FOR FUTURE DEVICES. THE LOOP SHALL HAVE � DRAWING TITLE CLASS B OPERATION. - NAC CIRCUITS SHALL HAVE CLASS B OPERATION. FIRE R LA R M FA- 100 . 00 FIRE ALARM SYMBOLS, NOTES & SEQUENCE SYMBOLS, NOTES FA- 300 . 00 FIRE ALARM PLAN - CELLAR j & SEQUENCE AS-BUILT DRAWING NOTE: FA- 301. 00 FIRE ALARM PLAN - GROUND FLOOR UPON COMPLETION OF FIRE ALARM SYSTEM INSTALLATION, FA- 500 . 00 FIRE ALARM RISER DIAGRAM DATE CONTRACTOR SHALL PROVIDE ENGINEER WITH AS-BUILT DRAWING SET IN AUTOCAD DRAWING FILE FORM. SET SHALL INCLUDE FIRE ALARM FA- 800 . 00 FIRE ALARM SPECIFICATIONS (1 OF 2 ) 717117 , PLANS, RISER DIAGRAM AND FIRE ALARM SYSTEM INPUT/OUTPUT PROJECT NUMBER MATRIX AS REQUIRED FOR FDNY INSPECTION. FA- 801 . 00 FIRE ALARM SPECIFICATIONS { 2 OF 2 } 2017.0251. i x DRAWN BY W JV is rcD A C SCALE AS NOTED n..A C Ix U n DRAWING NUMBER y m [r 0 68 FM=i 00000 -OF N SEAL SHEET N0. 1 OF CD ......:... . ?i(!iE:!'- ....,. ...... ..r.:A,•; ... ... .ti.S i:i�. .X':"::� .v.. ..,.. ....., a. .x,., ... ........... .. ...... ............ .:.. ... � .... ... ...... „,.,,... .... .. .< .... ........ ::�:... tyyl'. ,..... v.... �� .... ... ....... ........r. ...,.cx. .. : �l`�\ .: .:.: ...yf :., •:\,E^..;r: .:�,�'. .. e:' ........... ....... ..!5!:#`. 'Y. ......v ::`\..' ... ... ... .... �4. �li.i�", ..n. , ....s..,e ':��?'io-x:: ........... .......... :......,. " r fes' K m� ..... .. .,. _.[:'.:.::, • .•..................:...:.: ........... .... . mss" w NORTH FORK � ............- SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY : t. Z .... ......:��::.:.....x<n,y<.�.:"Ydx:x>..r::µy:�n:::R4(xi.av:xtr«r .."3fllz;:^.'::!'.'dY!leR:�:�:�r :.•�) ......^':.' ::::....^xL¢Mke':��::xKSt'R:t:��:�<. r ISSUE: DESCRIPTION DATE BY ;:..: ISSUED TO DOH 05 03 17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP S � . ..:.....................� .. s... x: .... .:axe. n;r: :. :,. ....:,r... ..........:....:............_.........,�r,.,,•,...:� .:!^�.:.. F oo • REVISED PER DOH COMMENTS 07.11.17 CP ' ISSUED FOR DOB APPROVAL 03.23.18 CP ! > FIRE ALARM CONTROL PANEL x fif DO NOT SCALE PLANS ........ l; : . " ARCHITECT F RECORD erjesen Associates, Architects Ilk 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 i®Q1® i@� E-mail: info@terjesenarchitects.com x i xx: 0(Q i@ Q _ �� MSI=CHANICAL ENGINEER EP ECSIMUG { : :.. a ' r ,. q �x _ , William Street 32nd Floor New o Y 003 .. .. .:. ,«,,,.. .�> x •. ,.a... _:. a..... .�. u� ,<.:, �r �.� :. �. �,:. Y rk N 1 8 212,257.6190 Fax: 212.994.8091 FOR BACKFLOW DEVICE FOR SPRINKLER BOOSTER PUMP ; www.EPENGINEERING.com STRUCTURAL ENGINEER 3. Engineering Firm Address Phone Fax: E-mail: x d'v PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY IRE ALARMPLAN - CELLAR 1 SCALE: 3/16"=1'-0" <f DRAWING TITLE FIRE ALARM PLAN ti - CELLAR DATE 717117 :: PROJECT NUMBER 2017.025 x, DRAWN BY JV O ApC SCALE y �� 4• ;�� AS NOTED 0 U n DRAWING NUMBER * � m �r 0268 4 OF NFA=300mOo SEAL SHEET NO: ? OF S ....:... „............... ... .`:::Cl ...... 'iii?'i'r ..,;:. ... ::::. .. �:iEii',. ._......:..:...................„ "�'fi.' ...,. 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ARCHITECT OF RECORD DO re ere Architects µ mm , T j sen Associates, o I , ^ .......... 2 s Street Floor New York, NY 10001 © 212.239.1526 Fax. 212,736.7899 ST 1 s : i E-mail: n senarc i e s ca °• o@terje h r ; � MECHANICAL ENGINEER f x: 1' 0 NEER , ... p r MST EP EMIMa6 . ............. . . £ : i .... ... . .. .... . rM 110 William Street York, 10038 a r 212.257.6190 Fax: 212.994.8091 www.EPENGINEERI NG..,om m...... a,.a. �. a�.:� .�,... ..._,�,a,.. .,.. ,... ....�.,�.. _. ........... ...w.. a STRUCTURAL ENGINEER : ..� g En ineerin Firm sT p_ ,., p ST r �- , , , . , . ,. .. . ..... ... Address ,ra Phone Fax, , , E-mail: r PROJECT SOUTHOLD ASC _. , . a:: ..c. :: : ..:.. :. ... 700 BOISSEAU AVENUE ............. .. ....... SOUTH OLD, NY ........ DRAWING TITLE FIRE ALARM �r a. PLAN — GROUND FLOOR AT 717117 PROJECT NUMBER ............................................ .... _....... .... . ..... 2017.025 DRAWN BY JV �O RCy/ SCALE AS NOTED �j DRAWING NUMBER IREALARMPLAN - GROUND FLOOR r m 1 SCALE: 3/1fi"=1'—Q" 026 yp4� OF No 3 . SEAL SHEET N0: 3 OF • fes" •�..: ;;:: _. ... .:..:� ,.a.,,. ..... ....<,..... �. .........r...mx. ",..a. ... ;':W?r� ,w. r<&zv .:"�::::�<ifiii,;;:.�"::'"Phi.. `.:.�,,,,,��::�`:''";�•::�ii:;; ONORTH FORKEii �, AREA SMOKE DUCT SMOKE .......... ............. DETECTOR DETECTOR PROVIDE 2114, 3/4 CONDUIT (TYP.) r U SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY SMOKE DAMPER OPERATOR MOTOR, (BY DIVISION 15), ELECTRICALLY HELD OPEN FIRE ALARM CONTROL PANEL o 7ALARM INTERFACE MODULE (N.0 CONTACT SHOWN N H DE— ENERGIZED) 120V CIRCUIT. PROVIDED BY ELECTRICAL CONTRACTOR 120V POWER CIRCUIT J DUCT DETECTOR IN SUPPLY. DUCT OF AIR HANDLING UNIT AIR HANDLER SHUTDOWN PROVIDED BY MECHANICAL S RELAY WITH MANUAL PUSH 0 NOTES: CONTRACTOR. REFER TO MECHANICAL CONNECT TO EXSTING BUTTON RESET FUCT1ION DRAWINGS FOR LOCATIONS AND FIRE ALARM SYSTEM R Z ACTIVATION OF AREA SMOKE DETECTOR(S) SHALL SIGNAL FIRE ALARM CONTROL PANEL, WHICH WILL THEN SIGNAL RESPECTIVE QUANTITIES (TYP.) SMOKE DAMPER ZONE ADDRESSABLE MODEL, (ZAM), OPEN ZAM N.C. CONTACT, INTERRUPT POWER TO DAMPER MOTOR AND A M RE N4 UGHMOTE INDICATIN AIR HANDLERT UNIT STARTER CAUSE PER TO CLOSE. DAMPER REOPENS ON RESET OF FIRE ALARM SYSTEM. MONITOR MODULE (TYP. OF 2) CONNECT TO HOLDING COILS DAMPER STATUS (OPEN/CLOSE) OF STARTER ISSUE' TO FCS DESCRIPTION DATE BY p ISSUED TO DOH 05.03.17 CP fIRf Al A RM/SMOKE DA MPfR IN TfRFA Cf WIRING DIA GRA M T YPICA L FSD WIRING DIA GRA M DUCT DETECTOR WIRING DIA 6RA M ISSUED FOR CONSTRUCTION 05.05.17 CP 2 SCALE: NTS 3 SCALE: NTS 4 SCALE: NTS REVISED PER DOH COMMENTS 07.11.17 CP 77 ISSUED FOR DOB APPROVAL 03.23.18 CP ............. HH H H u UF--LJH __JIU11111111�—�H �H�---UH ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST DO DS A;tpR M DR AA FS R FS DO NOT SCALE PLANS ARCHITECT FRECORD Terjesen Associates, Architects GROUND FLOOR 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep FACP EP EflCJ.7, 3Mr.3 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com .............. ..... .......... .... ..... STRUCTURAL ENGINEER 2 ........... Engineering Firm KEY NOTES Address O H H H H H PROVIDE (1) #10 CU GND IN A 3/4- CONDUIT TO, BUILDING Phone Fax: 4 1 O GROUNDING ELECTRODE. W E-mail: 011) A-AD 0 4 7A 47A JA'A JCA PROVIDE TWO DEDICATED PHONE LINES FOR CENTRAL STATION PROJECT MONITORING SIGNAL:- FIRE, TROUBLE, SUPERVISORY. O PROVIDE (2) #10 THHN CU + (1) #10 CU GND IN A 3/4 CONDUIT. SOUTHOLD AS o 120V SERVICE. CONNECT TO ELECTRICAL PANEL 'EML7. CIRCUIT #3. 700 BOISSEAU AVENUE REFER TO E-602 FOR FURTHER DETAIL. SOUTHOLD, NY O PROVIDE FIRE ALARM CONTROL PANEL WITH CENTRAL OFFICE TRANSMITTER AND CARBON MONOXIDE MODULE, DRAWING TITLE PUMP RUNNING FIRE ALARM PUMP SUPERVISION "um" LIMP SUPERVISION UMP OUB CPUMP TROUBLE — FOR BACKIFLOW [DEVICE RISER DIAGRAM r ..............I --------------I r-------- I M M M L L ...... .... -------------- To FIRE PUMP ------- FOR SPRINKLER BOOSTER PUMP DATE Ilk 7/7/17 GROUND FLOOR D PROJECT NUMBER 2017.025 DRAWN BY JV ,ape 1)A 5 A SCALE fIRf A L A RM RISER DIA 6RA M AS NOTED F 1 SCALE: NTS DRAWING NUMBER-I M X268 0 5 0 0FA ■ 0 0 M SEAL SHEET N0. 4 OF 6 1W 11.1 .. ........ W.,n. ........ .. .. .. . . .; .. ��:' .. ..... .. , :.. ,.v ..:::::.. ...... . �. ..d . ...... . .:.:.: ....... .... . .. �.. , ,. , a: .......:. ...: .. . ,. ... ... .. bn .. .� ... . v. ., r .... ......... . ,a.:.. .... . .. . .. . , `::: ': . . :::::.:.:.. nu^i.mo.« ..::::,:.:.:. :w,:,,<: . ...[:[:.:' .;::.;: :;i... iifi :^ -t:: :1r . < ffiiR . t ':',' a°: ' :^ oxn: c PART 1 - GENERAL, CONTRACTOR. ANY SHUNT TRIP CIRCUIT BREAKERS AND RELATED INDIVIDUAL FLOORS NEED TO BE SEGMENTED TO ACCOMMODATE ASSURE THAT THE ADDITION OF FIVE (5) AUDIBLE DEVICES CAN BE STATION (CMS). THE DACT SHALL SUPPORT DUAL TELEPHONES LINES WIRING REQUIRED FOR ANSI A17.1 COMPLIANCE SHALL BE THE 1/8" SCALE REQUIREMENTS, KEY PLANS AND BREAK-LINES SUPPORTED WITHOUT THE NEED FOR ADDITION CONTROL CONTACT I.D. COMMUNICATIONS, AND CONFIGURED FOR DUAL TONE 1.1 DESCRIPTION PROVIDED BY THE ELECTRICAL CONTRACTOR (SEE POWER RISER SHALL BE PROVIDED ON THE PLANS IN AN ORDERLY AND COMPONENTS (POWER SUPPLIES, SIGNAL CIRCUIT MODULES, MULTI-FREQUENCY (DTMF) OR PULSE MODES. IT SHALL BE POSSIBLE � NORTH FORK ' FOR MORE DETAILS). PROFESSIONAL MANNER. END-OF-UNE RESISTORS (AND VALUES) BATTERIES, ETC.) TO DELAY AC POWER FAILURE REPORTS, AUTO TEST CALL, AND BE A.THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING THE 5. DRY PIPE/DELUGE SPRINKLER SYSTEM RELEASE VALVE CONTROL SHAU_ BE DEPICTED. SfTE PROGRAMMABLE THE DIALER SHALL BE CAPABLE OF TRANSMITTING GENERAL AND SUPPLEMENTARY GENERAL CONDITION AND DIVISION 1 - CIRCUITS AND SUPERVISION CONTACTS SHALL BE PROVIDED BY 2. VISUAL SIGNALS PROVIDE SUFFICIENT SPARE CAPACITY TO ASSURE EVERY INDIVIDUAL ALARM CONDITION TO THE CENTRAL STATION. '' GENERAL REQUIREMENTS SHALL APPLY TO THE WORK OF THIS SECTION. THE DRY PIPE/DELUGE SPRINKLER SYSTEM CONTROL EQUIPMENT. 8. CONTAINED IN THE TITLE BLOCK OF EACH DRAWING SHALL BE THAT THE ADDITION OF THREE (3) AUDIBLE DEVICES CAN BE F.THE SYSTEM SHALL HAVE BUILT-IN AUTOMATIC SYSTEM PROGRAMMING 1. B.AT THE TIME OF BID, ALL EXCEPTIONS TAKEN TO THESE SYMBOL LEGENDS WITH DEVICE COUNTS, WIRE TAG LEGENDS, SUPPORTED WITHOUT THE NEED FOR ADDITION CONTROL TO AUTOMATICALLY ADDRESS AND MAP ALL SYSTEM DEVICES ATTACHEDSCLLC SPECIFICATIONS, ALL VARIANCES FROM THESE SPECIFICATION AND ALL 5. KITCHEN HOOD EXTINGUISHING SYSTEMS STATUS MONITORING. CIRCUIT SCHEDULES FOR ALL ADDRESSABLE AND NOTIFICATION COMPONENTS (POWER SUPPLIES, SIGNAL CIRCUIT MODULES, TO THE MAIN CONTROLLER. A MINIMUM DEFAULT SINGLE STAGE ,� SUBSTITUTIONS OF OPERATING CAPABILITIES OR EQUIPMENT CALLED FOR APPLIANCE CIRCUITS, THE PROJECT NAME/ADDRESS, AND A BATTERIES ETC.) ALARM SYSTEM OPERATION SHALL BE SUPPORTED WITH ALARM SILENCE, IN THESE SPECIFICATION SHALL BE LISTED IN WRITING AND FORWARDED DRAWING DESCRIPTION WHICH CORRESPONDS TO THAT INDICATED IN EVENT SILENCE, DRILL, LAMP TEST, AND RESET COMMON CONTROLS. � 700 BOISSEAU AVE, SOUTHOLD, NY ; TO THE ENGINEER. ANY SUCH EXCEPTION. VARIANCES OR 6. FIRE PUMPS (MANUAL, AUTOMATIC AND SPECIAL SERVICE) STATUS THE DRAWING INDEX ON THE COVERSHEET DRAWING. A SECTION OF G _ ; m:: <,„,,..„:t.::.�.�_- .c<,�»,. :_ .-. '-: �,.' .-:.,, :,::-.-,•=•••.11".:.-:.-:_:.:.:::::::-::::::::�. SUBSTIMIONS WHICH WERE NOT LISTED AT THE TIME OF BID AND MONITORING. EACH DRAWING TITLE BLOCK SHALL BE RESERVED FOR REVISION E.EACH OF THE FOLLOWING TYPES OF REMOTE EQUIPMENT ASSOCIATED •ADVANCED WINDOWS BASED SYSTEM DEFINITION UTILITY WITH PROGRAM ARE IDENTIFIED IN THE SUBMITTAL, SHALL BE GROUNDS FOR IMMEDIATE NUMBERS AND NOTES. THE INITIAL SUBMISSION SHALL BE REVISION WITH THE FIRE ALARM SYSTEM SHALL BE PROVIDED WITH A FORM 'C' VERSION REPORTING TO DOCUMENT ANY AND ALL CHANGE'S MADE : DURING SYSTEM START-UP OR SYSTEM COMMISSIONING SHALL BE DISAPPROVAL WITHOUT COMMENT. 0. WITH REVISION A. B. OR C AS PROJECT MODIFICATIONS CONTROL RELAY CONTACT AS SHOWN ON THE DRAWINGS, BUT SHALL USED TO MAINTAIN SITE SPECIFIC PROGRAMMING. TIME AND DATE a. PUMP FAILURE (FAIL TO START) INDICATION REQUIRE. BE TYPICALLY AS FOLLOWS: STAMPS OF ALL MODIFICATIONS MADE TO THE PROGRAM MUST BE _ C.THE ENTIRE S�'STEM SHALL BE INSTALLED WITH AESTHETICS IN MIND. b. PUMP RUNNING INDICATION INCLUDED TO ALLOW FULL RETENTION OF ALL PREVIOUS PROGRAM ,,: ALL CONTROL PANELS AND REMOTE ANNUNCIATORS INSTALLED IN PUBLIC SPACES SHALL BE SEMI-FLUSH MOUNTED WITH NO EXPOSED c. PHASE REVERSAL INDICATION I. BATTERY CALCULATIONS SHALL BE PROVIDED ON A PER POWER VERSION DATA. IT SHALL SUPPORT PROGRAMMING OF ANY INPUT 1. CONDUIT OR CABLE TRAYS. SUPPLY/CHARGER BASIS. THESE CALCULATIONS SHALL CLEARLY 1• HVAC FAN SYSTEMS: PROVIDE ONE (1) SHUTDOWN CONTROL POINT TO ANY OUTPUT POINT. THE SYSTEM SHALL SUPPORT THE USE I I . .........: INDICATED THE QUANTITY OF DEVICES, THE DEVICE PART NUMBERS, RELAY CONTACT FOR EACH HVAC FAN SYSTEM. OF BAR CODE READERS TO ASSIST CUSTOM PROGRAMMING FUNCTIONS. V. 1.2 WORK INCLUC►f.Q 7. EMERGENCY GENERATOR STATUS MONITORING THE SUPERVISORY CURRENT DRAW, THE ALARM CURRENT DRAW, TOTALS IT SHALL ALLOW AUTHORIZED CUSTOMIZATION OF FUNDAMENTAL SYSTEM % FOR ALL CATEGORIES, AND THE CALCULATED BATTERY REQUIREMENTS 2. HVAC SUPPLY FANS: PROVIDE ONE (1) SHUTDOWN CONTROL OPERATIONS USING INITIATING EVENTS TO START ACTIONS, TIMERS, A.THE WORK COVERED BY THIS SECTION OF THE SPECIFICATION SHALL a• RUNNING INDICATION (WHICH REFLECT A 20% DEGRADE, FOR 24 HOUR SUPERVISORY, 5 RELAY CONTACT FOR EACH HVAC SUPPLY FAN. SEQUENCES AND LOGICAL ALGORITHMS. THE SYSTEM PROGRAM SHALL I b. FAIL TO START INDICATION MINUTE ALARM OPERATION BATTERY CALCULATIONS SHALL. ALSO MEET THE REQUIREMENTS OF THIS PROJECT, CURRENT CODES AND t, INCLUDE ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES TO )• STANDARDS, AND SATISFY THE LOCAL AUTHORITY HAVING JURISDICTION. FURNISH AND I REFLECT ALL CONTROL PANEL COMPONENT, REMOTE ANNUNCIATOR, AND INSTALL A COMPLETE FIRE ALARM SYSTEM OF THE 3. HVAC RETURN FANS: PROVIDE ONE (1) SHUTDOWN CONTROL ADDRESSABLE, NON-CODED TYPE. IT SHALL BE COMPLETE WITH ALL AUXILIARY RELAY CURRENT DRAWS. FAILURE TO PROVIDE THESE H.THE SYSTEM SHALL SUPPORT DISTRIBUTED PROCESSOR INTEWGENT NECESSARY HARDWARE, SOFTWARE AND MEMORY SPECIFICALLY 8. GRAVITY TANK WATER LEVEL AND FILL PUMP STATUS MONITORING CALCULATIONS SHALL BE GROUNDS FOR THE COMPLETE REJECTION OF RELAY CONTACT FOR EACH HVAC RETURN FAN. DETECTORS WITH THE FOLLOWING OPERATIONAL ATTRIBUTES; INTEGRAL TAILORED FOR THIS INSTALLATION. IT SHALL BE POSSIBLE TO THE SUBMITTAL PACKAGE. MULTIPLE DIFFERENTIAL SENSORS, AUTOMATIC DEVICE MAPPING, PERMANENTLY (MODIFY THE SOFTWARE ON SITE BY USING A PLUG-IN a. WATER LEVEL HIGH INDICATION R PROVIDE A DEDICATED 24VDC CIRCUIT TO FEED ALL AUXILIARY RELAYS ELECTRONIC ADDRESSING. ENVIRONMENTAL COMPENSATION, PRE-ALARM, b. WATER LEVEL LOW INDICATION J.TABLE OF CONTENTS, PRODUCT DATA SHEETS, SEQUENCES OF REQUIRED FOR INDUCTIVE LOADS. CIRCUITS SHALL BE SUPERVISED VIA DIRTY DETECTOR IDENTIFICATION, AUTOMATIC DAY NIGHT SENSITIVITY ..: PROGRAMMER. THE SYSTEM SHALL CONSIST OF, BUT NOT BE LIMITED DAY/ NIGHT END-OF-UNE RELAY AND ADDRESSABLE INPUT MODULE. AUXILIARY ADJUSTMENT NORM T0, THE FOLLOWING: AL/ALARM LEDS, RELAY BASES, SOUNDER BASESAXN c. FILL PUMP RUNNING INDICATION OPERATION, BATTERY CALCULATIONS, INSTALLATION INSTRUCTIONS, RELAYS SHALL NOT DERIVE THEIR POWER FROM THE STARTER OR LOAD AND ISOLATOR BASES. z 1. FIRE ALARM CONTROL PANEL AND RELATED REMOTE DATA LICENSES NICET CERTIFICATIONS AND B-SIZE (BLACKUNE) REDUCED BEING CONTROLLED. I. THE SYSTEM SHALL USE FULL DIGITAL COMMUNICATIONS TO SUPERVISE GATHERING PANELS. SHOP DRAWINGS SHALL BE PROVIDED BY THE FIRE ALARM VENDOR AS 9. CONDUIT: SECTION 16110. ALL ADDRESSABLE LOOP DEVICES FOR PLACEMENT, CORRECT LOCATION, 2. REMOTE ANNUNCIATORS WITH SEMI FLUSH BACKBOX. PART OF A SINGLE, SPIRAL BOUND SUBMITTAL BOOK. THE SUBMITTAL AND OPERATION. IT SHALL ALLOW SWAPPING OF "SAME TYPE" ,:,. ,.: ,,....;:a,..::.>:..:::. :d«.. ..„;: : , ,. ::: :< :, ,: ...:: „�E :< ,v:.. . .,._ 3. ADDRESSABLE MANUAL FIRE ALARM STATIONS. BOOK SHALL HAVE LAMINATED COVERS INDICATING THE PROJECT G.EACH CONTROL OR DATA GATHERING PANEL SHALL HAVE A DEDICATED :1110. WIRE AND CABLES: SECTION 16120. ADDRESS, PROJECT NUMBER, SYSTEM TYPE, AND CONTRACTOR. THE 20AMP-120VAC FEED. THIS FEED SHALL COME FROM AN EMERGENCY DEVICES WITHOUT THE NEED OF ADDRESSING AND IMPOSE THE :I ISSUE: 4. ADDRESSABLE ANALOG AREA SMOKE DETECTORS. BOOK SHALL CONSIST OF LABELED DIVIDERS, AND SHALL NOT EXCEED OR LIGHTING CIRCUIT BREAKER PANEL, AND SHALL HAVE A LOCKED "LOCATION" PARAMETERS ON REPLACEMENT DEVICE. R SHALL INITIATE CIRCUIT BREAKER. EARTH GROUNDS SHALL ALSO TERMINATE TO THE AND MAINTAIN A TROUBLE IF A DEVICE IS ADDED TO A LOOP AND DESCRIPTION DATE BY 5. ADDRESSABLE ANALOG DUCT SMOKE DETECTORS. 9 IN WIDTH, AND 11 IN HEIGHT. NO LESS THAN THREE (3) CLEAR THE TROUBLE WHEN THE NEW DEVICE IS MAPPED AND DEFINED 11. INSTALUNG DEDICATED OUTGOING RJ-31X TELEPHONE LINES (2) SETS OF SUBMITTAL BOOKLETS SHALL BE PROVIDED TO THE SAME CIRCUIT BREAKER PANEL FROM EACH RESPECTIVE CONTROL 6. ADDRESSABLE ANALOG HEAT DETECTORS. SHALL BE THE RESPONSIBILITY OF THE INSTAWNG ELECTRICAL PANEL INTO THE SYSTEM. ISSUED TO DOH 05.03.17 CP I.. CONSULTING ENGINEER FOR REVIEW AND COMMENT. ADDITIONAL COPIES 7. MAGNETIC 'DOOR\CARD ACCESS RELEASE OVERRIDE CONTROL. CONTRACTOR. ESTABLISHMENT OF CENTRAL STATION MONITORING MAY BE REQUIRED AT NO ADDITIONAL COST TO THE PROJECT. J.EACH CONTROLLER SHALL CONTAIN A RS232 PRINTER/PROGRAMMING ISSUED FOR CONSTRUCTION 05.05.17 CP ACCOUNT SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM 2.3 FIRE ALARM SYSTEM SEQUENCE OF OPERATION : i. 8. AUDIBLE NOTIFICATION APPLIANCES - HORNS. PORT FOR PROGRAMMING LOCALLY VIA A PERSONAL COMPUTER. WHEN :. 9. VISUAL NOTIFICATION APPLIANCES - STROBES. EQUIPMENT VENDOR. REFER TO FA-100 OPERATIONAL., EACH CONTROLLER SHALL SUPPORT A PRINTER THROUGH K.SCALE DRAWING SET'S SHALL BE SUBMITTED ALONG WITH THE THE RS232 PORT AND BE CAPABLE OF MESSAGE ROUTING. 10. CENTRAL STATION ALARM CONNECTION CONTROL 1.6 SUBMITTALS SUBMITTAL BOOKLETS. THESE DRAWINGS MAY BE EITHER D-SIZE OR 2.4 SUPPORT FOR INSTALLER AND OWNER MAINTENANCE 11. AIR HANDLING SYSTEMS SHUTDOWN CONTROL. E-SIZE BLUELINE DRAWINGS AND OF A SUFFICIENT RESOLUTION TO BE - - - K.SINGLE STAGE OPERATION SHALL BE PROVIDED. REVISED PER DOH COMMENTS 07% .11.17 CP 12. MAGNETIC (DOOR HOLDER RELEASE. &PROVIDE LIST OF ALL TYPES OF EQUIPMENT AND COMPONENTS COMPLETELY READ. SETS SHALL BE BOUND AND FOLDED SO AS TO L THE SYSTEM SHALL HAVE A UL LISTED DETECTOR SENSITIVITY TEST ISSUED FOR DOB APPROVAL 03.23.18 CP i _ 13. DRY PIPE 'SPRINKLER RELEASE VALVE/DELUGE VALVE CONTROL NOT TAKE UP MORE THAN 100 SQUARE INCHES OF SPACE. NO LESS A.PROVIDE A CODED ONE-MAN WALK TEST FEATURE. ALLOW AUDIBLE PROVIDED. THIS SHALL BE INCORPORATED AS PART OF A TABLE OF FEATURE WHICH WILL BE A FUNCTION OF THE SMOKE DETECTORS AND CONTENTS, WHICH WILL ALSO INDICATE THE MANUFACTURER'S PART THAN THREE (3) SETS OF SCALE DRAWING SETS SHALL BE PROVIDED OR SILENT TESTING. SIGNAL ALARMS AND TROUBLES DURING TEST. PERFORMED AUTOMATICALLY EVERY 4 HOURS. 14. PRE-ACTION SPRINKLER SYSTEM. TO THE CONSULTING ENGINEER FOR REVIEW AND COMMENT. ADDITIONAL ALLOW RECEIPT OF ALARMS AND PROGRAMMED OPERATIONS FOR NUMBER, THE DESCRIPTION OF THE PART, AND THE PART NUMBER OF ALARMS FROM AREAS NOT UNDER TEST. M.THE SYSTEM SHALL SUPPORT 10056 OF ALL REMOTE DEVICES IN ALARM 'll 15. SPRINKLER SUPERVISORY SWITCHES AND TAMPER SWITCH THE MANUFACTURER'S PRODUCT DATASHEET ON WHICH THE COPIES MAY BE REQUIRED AT NO ADDITIONAL COST TO THE PROJECT. AND PROVIDE SUPPORT FORA 10096 COMPLIMENT OF DETECTOR SUPERVISION. INFORMATION CAN BE FOUND. 1.7 WARRANTY B.PROVIDE INTERNAL SYSTEM DIAGNOSTICS AND MAINTENANCE USER ISOLATOR EIASES. INTERFACE CONTROLS TO DISPLAY REPORT THE POWER, II ` 16. BATTERY STANDBY. B.PROVIDE DESCRIPTION OF OPERATION OF THE SYSTEM SEQUENCE OF / N.ALL PANEL MODULES SHALL BE SUPERVISED FOR PLACEMENT AND ( COMMUNICATION, AND GENERAL STATUS OF SPECIFIC PANEL qw.1. 17. KITCHEN AIVSUL SYSTEM MONITORING OPERATION), SIMILAR TO THAT PROVIDED IN PART 2 OF THIS SECTION A.ALL WORK PERFORMED AND ALL MATERIAL AND EQUIPMENT FURNISHED COMPONENTS, DETECTORS, AND MODULES. RETURN TROUBLE IF DAMAGED OR REMOVED. 1.3 APPLICABLE CODES AND STANDARDS OF THE SPECIFICATIONS. TO INCLUDE ANY AND ALL EXCEPTIONS, UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS AND SHALL C.PROVIDE LOOP CONTROLLER DIAGNOSTICS TO IDENTIFY COMMON ALARM O.THE SYSTEM SHALL HAVE A CPU WATCHDOG CIRCUIT TO INITIATE T `I' VARIANCES OR SUBSTITUTIONS LISTED AT THE TIME OF BID. ANY SUCH REMAIN SO FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM THE TROUBLE, GROUND FAULT, CLASS A FAULT, AND MAP FAULTS. MAP TROUBLE SHOULD THE CPU FAIL °° EXCEPTIONS, VARIANCES OR SUBSTITUTIONS THAT WERE NOT LISTED AT DAIS OF ACCEPTANCE OR APPROVAL BY AHJ. THE FULL COST OF FAULTS INCLUDE WIRE CHANGES, DEVICE TYPE CHANGES BY LOCATION, P.THE SYSTEM EVACUATION SIGNAL RATE SHALL BE TEMPORAL 3-3-3. A.AU_ EQUIPMENT' SHALL BE UL LISTED FOR ITS INTENDED USE AND THE TIME OF BID AND ARE IDENTIFIED IN THE SUBMITTAL, SHALL BE MAINTENANCE, TABOR AND MATERIALS REQUIRED TO CORRECT ANY DEVICE ADDITIONS/DELETIONS AND CONVENTIONAL OPENi. , SHORT, AND CONFORM TO THE LATEST UL STANDARDS. GROUNDS FOR IMMEDIATE DISAPPROVAL WITHOUT COMMENT. THE Q.AUDIBLE NOTIFICATION APPLIANCES SHALL BE AFFECTED BY SIGNAL DEFECT DURING THIS ONE YEAR PERIOD SHALL BE INCLUDED IN THE GROUND CONDITIONS. GROUND FAULTS ON THE CIRCUIT WIRING OF SEQUENCE OF OPERATION SHALL BE PROJECT SPECIFIC AND SHALL SILENCE FEATURES. VISUAL SIGNAL APPLIANCE SHALL NOT BE 1 B.UNDERWRITER c LABORATORIES INC.: THE SYSTEM AND ALL PROVIDE INDIVIDUAL SEQUENCES FOR EVERY TYPE OF ALARM, SUBMITTAL BID. REMOTE MODULE SHALL BE IDENTIFIED BY DEVICE ADDRESS. AFFECTED BY SIGNAL SILENCE FEATURES. COMPONENTS . HALL BE LISTED BY UNDERWRITERS LABORATORIES INC. SUPERVISORY, OR TROUBLE CONDITION WHICH MAY OCCUR AS PART OF �: FOR USE IN FIRE PROTECTIVE SIGNALING SYSTEM UNDER THE PART II - PRODUCTS D.ALLOW THE USER TO DISPLAY/REPORT THE CONDITION OF R.USER INTERFACE: THE 4X-LCD DISPLAY MODULE SHALL BE OF FOLLOWING STANDARDS AS APPLICABLE: NORMAL OR OFF-NORMAL SYSTEM USE. ADDRESSABLE ANALOG DETECTORS. INCLUDE DEVICE ADDRESS, DEVICE MEMBRANE STYLE CONSTRUCTION WITH A 240 X 340 PIXEL 24 UNE i. C.PROVIDE MANUFACTURER'S ORIGINAL PRINTED PRODUCT DATA, CATALOG 2,1 ACCEPTABLE MANUFACTURERS TYPE, PERCENT OBSCURATION, AND MAINTENANCE INDICATOR. THE BY 40-CHARACTER 960 TOTAL CHARACTERS LIQUID CRYSTAL DISPLAY � UL 864/UOJZ, APOU CONTROL UNITS FOR FIRE PROTECTIVE CUTS AND DESCRIPTION OF ANY SPECIAL INSTALLATION PROCEDURES. MAINTENANCE INDICATOR SHALL PROVIDE THE USER WITH A MEASURE ( ) SIGNALING SYSTEMS. OF CONTAMINATION OF A DEVICE UPON WHICH CLEANING DECISIONS (LCD). THE LCD SHALL USE 9 VGA SUPER-TWIST TECHNOLOGY WITH i. PHOTOCOPIED AND/OR ILLEGIBLE PRODUCT DATA SHEETS SHALL NOT A.THE CATALOG NUMBERS USED ARE THOSE OF EDWARDS EST BY UTC BACKLIGHTING FOR HIGH CONTRAST VISUAL CLARITY AND A COLORED SYSTEMS 68SMOKE (DETECTORS FOR FIRE PROTECTIVE SIGNALING BE ACCEPTABLE. ALL PRODUCT DATASHEETS SHALL BE HIGHLIGHTED OR FIRE AND SECURITY "OR EQUAL", AND CONSTITUTE THE TYPE AND CAN CONFIDENTLY BE MADE. GRAY/BLACK AND WHITE DISPLAY. IN THE NORMAL MODE THE LCD 11 STAMPED WITH ARROWS TO INDICATE THE SPECIFIC COMPONENTS BEING QUALITY OF EQUIPMENT TO BE FURNISHED. FOR A LIST OF EDWARDS E.ALLOW THE USER TO REPORT HISTORY FOR ALARM, SUPERVISORY, SHALL DISPLAY THE TIME A CUSTOMER FACILITY NAME AND THE UL 268.0 ;SMOKE DETECTORS FOR DUCT APPLICATIONS. SUBMITTED FOR APPROVAL. F_S'T AUTHORIZED FIRE ALARM VENDORS, CONTACT DANA FERRER AT MONITOR, TROUBLE, SMOKE VERIFICATION, WATCHDOG, AND RESTORE NUMBER OF HISTORY EVENTS. IN THE ALARM MODE THE LCD DISPLAY UL 217SMOKE (DETECTORS SINGLE STATION. D.PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL FOR UTC FIRE AND SECURITY AT DANA,FERREROFS.UTC.COM. ACTIVITY. INCLUDE FACILITY NAME, LICENSEE, PROJECT PROGRAM THE TOTAL NUMBER OF EVENTS AND THE TYPE OF EVENT ON DISPLAY. UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SPECIFIED SYSTEM. B.IF EQUIPMENT OF ANOTHER MANUFACTURER IS TO BE SUBMITTED FOR COMPILATION DATE, COMPILER VERSION, PROJECT REVISION NUMBER, THE LCD SHALL RESERVE 42 CHARACTERS OF DISPLAY SPACE FOR SYSTEMS. APPROVAL AS EQUAL, THE CONTRACTOR SHALL, AT THE TIME OF BID, AND THE TIME AND DATE OF THE HISTORY REPORT. E.PROVIDE SAMPLES OF VARIOUS ITEMS WHEN REQUESTED. EACH USER CUSTOM MESSAGE BY ADDRESSABLE DEVICE. THE MODULE , UL 228 DOOR HOLDERS FOR FIRE PROTECTIVE SIGNALING UST ALL EXCEPTIONS TAKEN TO THESE SPECIFICATIONS, ALL VARIANCES F.ALLOW THE USER TO DISABLE/ENABLE DEVICES, ZONES, ACTIONS, SHALL HAVE VISUAL INDICATORS FOR THE FOLLOWING COMMON DO NOT SCALE PLANS SYSTEMS. F.PROVIDE COPY OF STATE LICENSE TO PERFORM SUCH WORK. FROM THESE SPECIFICATIONS AND ALL SUBSTITUTIONS OF OPERATING TIMERS AND SEQUENCES. PROTECT THE DISABLE FUNCTION WITH A CONTROL FUNCTIONS; ALARM, DISABLE. SUPERVISORY (SUP), GROUND UL 464 G.PROVIDE COPIES OF NICET LEVEL II FIRE ALARM CERTIFICATIONS FOR CAPABILITIES OR EQUIPMENT CALLED FOR IN THESE SPECIFICATIONS PASSWORD. FAULT. CPU FAIL, TROUBLE, AND POWER. THERE SHALL BE COMMON _. -- •K-.::1... - 11-`-:-.:. ..,Q,..,.,. .�� - ":_1:--- -_ AUDIBLE SIGNALING APPLIANCES. CONTROL KEYS AND VISUAL INDICATORS FOR ACKNOWLEDGE ALARM s ARCHITECT OF RECORD AND FORWARD SAID LIST TO THE ENGINEER. ANY SUCH EXCEPTIONS UL 1638 'VISUAL SIGNALING APPLIANCES. THE TWO (2) TECHNICIANS ASSIGNED TO THIS PROJECT. G.ALLOW THE USER TO ACTIVATE/RESTORE OUTPUTS, ACTIONS, SILENCE, PANEL SILENCE, AND RESET. A ROTARY SELECT SWITCH VARIANCES OR SUBSTITUTIONS THAT WERE NOT LISTED AT THE TIME OF SEQUENCES, AND SIMULATE DETECTOR SMOKE LEVELS. SHALL BE AVAILABLE TO SCROLL THROUGH A 1,100 EVENT HISTORY -. Ter esen Associates, Architects UL 38 MANUALLY ACTIVATED SIGNALING BOXES. H.PROVIDE SHOP DRAWINGS AS FOLLOWS: BID AND ARE IDENTIFIED IN THE SUBMITTAL. SHALL BE GROUNDS FOR J UL 346 WATERFLOW INDICATORS FOR FIRE PROTECTIVE SIGNALING 1. COVERSHEET WITH PROJECT NAME, ADDRESS AND DRAWING INDEX. IMMEDIATE DISAPPROVAL WITHOUT COMMENT. FINAL DETERMINATION OF HALLOW THE SERVICE USER TO ENTER TIME AND DATE, RECONFIGURE BUFFER. THE LCD SHALL DISPLAY THE FIRST EVENT OF THE HIGHEST 248 West 35th Street 11th Floor New York, NY 10001 COMPLIANCE WITH THESE SPECIFICATIONS SHALL REST WITH THE AN EXTERNAL PORT FOR DOWNLOAD PROGRAMMING, INITIATE AUTO PRIORITY AS WELL AS THE PREVIOUS SEVEN 7 ALARM EVENTS SYSTEMS' ENGINEER, WHO, AT HIS DISCRETION, MAY REQUIRE PROOF OF PROGRAMMING AND CHANGE PASSWORDS. PROTECT THESE FUNCTIONS "HANDS FREE" IN CHRONOLOGICAL ORDER SO THAT THE ARRIVING 212.239.1526 Fax: 212.736.7899 UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING 2. GENERAL NOTES DRAWING WITH PERIPHERAL DEVICE BACKBOX SIZE PERFORMANCE. WITH A PASSWORD. FIREFIGHTER MAY TRACK THE FIRES PROGRESSION. PROVIDE SYSTEM IMPAIRED INFORMATION, PART NUMBERS, DEVICE MOUNTING HEIGHT FUNCTION KEYS; STATUS, REPORTS, ENABLE, DISABLE, ACTIVATE. E-mail; info@terjesenarchitects.com UL 1481 POWER SUPPLIES FOR FIRE PROTECTIVE SIGNALING INFORMATION, AND THE NAMES, ADDRESSES. POINT OF CONTACT, C.ALTERNATE PRODUCT SUBMISSIONS MADE WITHOUT PROOF OF NO LESS I. THE END-USER SHALL RETAIN COMPLETE OWNERSHIP TO THE RESTORE. PROGRAM, AND TEST. n' THAN THREE 3 FACTORY AUTHORIZED AND CERTIFIED PROGRAMMING -DATABASE RUNNING IN THE SYSTEM. THE FIRE ALARM ,, 4RNI ... - .�:':E :::::::::.�=n,.. .- « .;�.. :<.� ,:. _,.�.::::;:::::,�-:,,..::;:<::�,..:.M_-... SYSTEMS. AND TELEPHONE NUMBERS OF ALL CONTRACT PROJECT TEAM (,) EQUIPMENT VENDOR SHALL PROVIDE USEABLE HARD AND SOFT COPIES S.POWER SUPPLIES: THE PS10-4B POWER SUPPLY SHALL BE A HIGH MECHANICAL ENGINEER MEMBERS. MANUFACTURERS DISTRIBUTORS RESIDING WITHIN 50 MILES OF THE EFFICIENCY SWITCH MODE TYPE WITH LINE MONITORING TO : i �� UL 1711 AhIPLIFIERS FOR FIRE PROTECTIVE SIGNAUNG SYSTEMS. PROJECT JOB SITE SHALL BE REJECTED. THESE DISTRIBUTORS MUST OF THE SOFTWARE DATABASE TO THE END-USER AT THE END OF THE ,.. ,�„ UUKL THE FIRE ALARM SYSTEM SHALL BE UUKL FOR SMOKE NOT ONLY PROVIDE INSTALLATION SUPPORT, BUT MUST HAVE A WARRANTY PERIOD. THE DATABASE PROVIDED SHALL BE USEABLE BY AUTOMATICALLY SWITCH TO BATTERIES FOR POWER FAILURE OR BROWN EP 6 ` 718 CONTROL 3. DEVICE RISER DIAGRAM, WHICH INDIVIDUALLY DEPICTS ALL CONTROL ANY AUTHORIZED AND CERTIFIED DISTRIBUTOR OF THE PRODUCT UNE, OUT CONDITIONS. THE AUTOMATIC BATTERY CHARGER SHALL HAVE LOW . SERVICE ORGANIZATION CAPABLE OF 24 HOUR EMERGENCY CALL 3 110 William Street 32nd Floor New York, NY 10038 PANELS, ANNUNCIATORS, ADDRESSABLE DEVICES, AND NOTIFICATION SERVICE AND MUST HAVE BEEN CONTRACTED AND DEWERED NO LESS AND SHALL INCLUDE ALL APPLICABLE PASSWORDS NECESSARY FOR BATTERY DISCHARGE PROTECTION. THE POWER SUPPLY SHALL PROVIDE C.THIS INSTALLATION SHALL COMPLY WITH: 212,257.6190 Fax: 212.994.8091 APPLIANCES. SHALL INCLUDE A SPECIFIC, PROPOSED POINT THAN FIVE (5) ACCEPTED PROJECTS USING THE SUBMITTED PRODUCT TOTAL AND UNRESTRICTED USE AND MODIFICATION OF THE DATABASE. INTERNAL POWER AND 24 VDC AT 10.OA CONTINUOUS FOR 1. AMERICANS WITH DISABILITIES ACT (ADA) DESCRIPTOR ABOVE EACH ADDRESSABLE DEVICE. SHALL INCLUDE A OVER THE PAST YEAR. THE CONSULTING ENGINEER SHALL DEFINE THE EXTENT OF HARDCOPY NOTIFICATION APPLIANCE CIRCUITS. FOUR FULLY SYNCHRONIZED CLASS www.EPENGINEERING.com SPECIFIC, DISCRETE POINT ADDRESS THAT SHALL CORRESPOND TO DATABASE DOCUMENTATION TO BE PROVIDED. B STYLE NOTIFICATION CIRCUITS SHALL BE INCLUDED ON THE MAIN 2. NATIONAL ELECTRIC CODE, ARTICLE 760. ( Y) _.. __...... ..v...... D.ALTERNATE PRODUCT SUBMISSIONS BASED UPON USE OF A PRODUCT ADDRESSES DEPICTED ON THE DEVICE LAYOUT FLOOR PLANS. POWER SUPPLY. CLASS B CIRCUITS SHALL HAVE A ClA-PS10 OPTION ? STRUCTURAL ENGINEER 3. NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS: NFPA72 DRAWING SHALL PROVIDE WIRE SPECIFICATIONS, AND WIRE TAGS UNE CONSIDERED PROPRIETARY IN ITS DISTRIBUTION, DESIGN, 2.5 UL LISTED AND APPROVED EQUIPMENT MODULE AVAILABLE TO CONVERT THEM TO CLASS A (STYLE Z). ALL Engineering Firm 4. LOCAL AND STATE BUILDING CODES AND THE LOCAL AUTHORITIES SHOWN ON ALL CONDUCTORS DEPICTED ON THE RISER DIAGRAM. APPLICATION SOFTWARE. OR ONGOING MAINTENANCE AND REPAIR SHALL OUTPUTS SHALL BE POWER LIMITED. THE BATTERY SHALL BE SIZED TO .. g g HAVING JURISDICTION. ALL CIRCUITS SHALL HAVE DESIGNATIONS THAT SHALL CORRESPOND NOT ACCEPTABLE. PROOF OF A PRODUCT'S NON-PROPRIETARY NATURE /�,FIRE ALARM CONTROL PANEL REQUIREMENTS: THE FIRE ALARM SUPPORT THE SYSTEM FOR 24 HOURS OF SUPERVISORY AND TROUBLE Address 5. INTERNATIONAL STANDARDS ORGANIZATION (ISO): ISO-9001 WITH THOSE REQUIRE ON THE CONTROL PANEL AND FLOOR PLAN SHALL BE THE BURDEN OF THE CONTRACTOR AT THE TIME OF BID, CONTROL PANEL OR PANELS AND ALL SYSTEM DEVICES SIGNAL CURRENT PLUS GENERAL ALARM FOR 5 MINUTES. THE MAIN Phone Fax: DRAWINGS. END-OF-LINE RESISTORS (AND VALUES) SHALL BE AND SHALL BE IN THE FORM OF WRITTEN DOCUMENTATION. THE (HORN-STROBES, STROBES, PULL STATIONS, SMOKE AND HEAT POWER SUPPLY SHALL BE EQUIPPED WITH "POWER BOOST" 1.4 RELATED DOCIIMENTS DEPICTED. DETERMINATION OF A PRODUCT'S COMPLIANCE TO THIS REQUIREMENT TECHNOLOGY THAT PROVIDES THE NAC CIRCUIT TERMINALS A MINIMUM E-mail: DETECTORS ETC. SHALL BE EDWARDS SYSTEMS TECHNOLOGY (EST) OF 22.5 V DC AT LOW BATTERY, WHICH ALLOWS FOR LONGER NAC �.; .:;4'.;' . w :. Kt : �' v:: :...,.ram„. . : SHALL BE EXCLUSIVELY THAT OF THE CONSULTING ENGINEER. ' F.ALL PRODUCTS USED SHALL BE OF A SINGLE MANUFACTURER. TYPE E:ST3X SERIES (OR EQUAL)• ALL UNDER ONE LABEL "UL USTED CIRCUIT RUNS AND MORE DEVICES. PROJECT &.SECURE PERMITS AND APPROVALS PRIOR TO INSTALLATION. 4. CONTROL PANEL TERMINATION DRAWING(S). SHALL DEPICT INTERNAL AND APPROVED" FOR THE USE OF FIRE ALARM SYSTEMS IN THIS AREA COMPONENT PLACEMENT AND ALL INTERNAL AND FIELD SUBMISSION OF NOTIFICATION APPLIANCES, AUXILIARY RELAYS, OR OF THE UNTIED STATES OF AMERICA. THE OPERATING CONTROLS SHALL T.ETHERNET ADAPTER CARD: PROVIDE A STANDARD 10/100 BASE-T DOCUMENTATION FROM OTHER TITAN A SINGLE MANUFACTURER SHALL ETHERNET NETWORK CONNECTION FOR PANEL PROGRAMMING AND S O U T H O L D ASC B.PRIOR TO COMMENCEMENT AND AFTER COMPLETION OF WORK NOTIFY TERMINATION POINTS. DRAWING SHALL PROVIDE A DETAIL INDICATING NOT M ACCEPTABLE AND WILL BE GROUNDS FOR IMMEDIATE BE LOCATED BEHIND LOCKED DOOR WITH VIEWING WINDOW. ALL 1 WHERE CONDUIT PENETRATIONS SHALL BE MADE SO AS TO AVOID CONTROL MODULES SHALL BE LABELED AND ALL ZONE LOCATIONS DIAGNOSTICS. AUTHORITIES HAVING JURISDICTION. DISAPPROVAL WITHOUT COMMENT. CONFLICTS WITH INTERNALLY MOUNTED BATTERIES. FOR EACH SHALL BE IDENTIFIED. ll.REMOTE SERIAL LCD ANNUNCIATOR, EST R SERIES. THE REMOTE SERIAL , 700 BOISSEAU AVENUE ADDITIONAL DATA GATHERING PANEL, A SEPARATE CONTROL PANEL 2,2 CIRCUITING GUIDELINES B.SYSTEM CONTROLLERS: THE MAIN CONTROLLER SFS1-CPU SHALL BE LCD ANNUNCIATORS SHALL DISPLAY EACH AND EVERY POINT ON THE SOUTHOLD, NY C.SUBMIT LETTER OF APPROVAL FOR INSTALLATION BEFORE REQUESTING DRAWING SHALL BE PROVIDED, WHICH CLEARLY INDICATED THE SUPERVISED, SITE PROGRAMMABLE, AND OF MODULAR DESIGN PANEL R IS CONNECTED TO AND BE SIZED WITH THE SAME NUMBER . ACCEPTANCE OI- SYSTEM. SUPPORTING UP TO 125 DETECTORS AND 125 REMOTE MODULES PER OF CHARACTERS AS IN THE MAIN FACP DISPLAY. ANNUNCIATORS NOT ENCLOSURE. END-OF-UNE RESISTORS (AND VALUES) SHALL BE A.EACH ADDRESSABLE ANALOG LOOP SHALL BE CIRCUITED SO DEVICE ADDRESSABLE SIGNALING LINE CIRCUIT (SLC). THE CPU SHALL CAPABLE OF DISPLAYING EACH POINT ON THAT PANEL WILL NOT BE ° °° wu,:; ° ~' ��>� � ,", °°°°w°°° ' DEPICTED. LOADING IS NOT TO EXCEED 80% OF LOOP CAPACITY IN ORDER TO SUPPORT UP TO 6 SLC'S PER PANEL FOR A TOTAL SYSTEM CAPACITY CONSIDERED EQUAL. GROUPING POINTS TO "ZONES" WILL NOT BE DRAWING TITLE 1.5 RELATED WORD LEAVE FOR SPACE FOR FUTURE DEVICES. OF 1,500 INTELLIGENT ADDRESSABLE POINTS. THE SYSTEM SHALL BE ACCEPTABLE. REMOTE LCD ANNUNCIATOR: SHALL HAVE LCD DISPLAY i FIRE ALAR M 5 11 . SEE SECTION 3.4 DOCUMENTATION AND TRAINING FOR OTHER B.SYSTEM CIRCUITS SHALL BE CONFIGURED AS FOLLOWS: ADDRESSABLE DESIGNED WITH PEER-TO-PEER NETWORKING CAPABILITY FOR FUNCTIONS FOR ALARM, SUPERVISORY, AND TROUBLE INDICATIONS AND1. DOCUMENTS RELATING TO THIS SECTION. ANALOG SLC LOOPS CLASS B (STYLE 4)• INITIATING DEVICE CIRCUITS ENHANCED SURVIVABILITY, WITH SUPPORT FOR UP TO 8 NODES, EACH COMMON SYSTEM CONTROLS INCLUDING; ACKNOWLEDGE/SILENCE, SPECIFICATIONS A.THE CONTRACTOR SHALL COORDINATE WORK IN THIS SECTION WITH ALL CLASS B (STYLE B); NOTIFICATION APPLIANCE CIRCUITS CLASS B WITH UP TO 1.500 POINTS AND AN OVERALL CAPACITY OF 12,000 SIGNAL SILENCE, RESET, DRILL, AND LAMP TEST. ANNUNCIATOR MUST RELATED TRADES. WORK AND/OR EQUIPMENT PROVIDED IN OTHER POINTS. THE CABINETS SHALL BE STEEL, WITH A BRONZE FINISH. SUPPORTA 24 LED EXPANDER. SHALL BE HOUSED IN A METAL (1 O F 2 SECTIONS AND RELATED TO THE FIRE ALARM SYSTEM SHALL INCLUDE, 6. DEVICE TYPICAL WIRING DIAGRAM DRAWING(S) SHALL BE PROVIDED (STYLE Y); NETWORK COMMUNICATIONS CLASS A {STYLE 7); ENCLOSURE WITH KEY LOCK DOOR. \ BUT NOT BE UMITED TO: WHICH DEPICT ALL SYSTEM COMPONENTS, AND THEIR RESPECTIVE ANNUNCIATOR COMMUNICATIONS CLASS B. C.THE SYSTEM SHALL STORE ALL BASIC SYSTEM FUNCTIONALITY AND JOB 1. SPRINKLER WATERFLOW AND SUPERVISORY SWITCHES SHALL BE FIELD WIRING TERMINATION POINTS. WIRE TYPE, GAUGE, AND C-WHERE IT IS NECESSARY TO INTERFACE CONVENTIONAL INITIATING SPECIFIC DATA IN NON-VOLATILE MEMORY. ALL SITE SPECIFIC AND 2.6 COMPONENTS . : s::. .:� ., .; >.;:::::: :::,::::::.w__ :o: ,... ., .,hy,.. . JACKET SHALL ALSO BE INDICATED. WHEN AN ADDRESSABLE DEVICES PROVIDE INTELLIGENT INPUT MODULES TO SUPERVISE CLASS B OPERATING DATA SHALL SURVIVE A COMPLETE POWER FAILURE INTACT. DATE FURNISHED AND INSTALLED BY THE FIRE PROTECTION CONTRACTOR, MODULE IS USED IN MULTIPLE CONFIGURATIONS FOR MONITORING ZONE WIRING. PASSWORDS SHALL PROTECT ANY CHANGES TO SYSTEM OPERATIONS. 7/7/17 BUT WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. &INTEWGENT DEVICES -- GENERAL EACH REMOTE DEVICE SHALL 1. OR CONTROLLING VARIOUS TYPES OF EQUIPMENT, DIFFERENT D.THE MAIN CONTROLLER MODULE SHALL CONTROL AND MONITOR ALL PROJECT NUMBER MODIFICATION OF EXISTING SPRINKLER DEVICES TO ACCOMMODATE D.EACH OF THE FOLLOWING TYPES OF DEVICES OR EQUIPMENT SHALL BE HAVE A MICROPROCESSOR WITH NON-VOLATILE MEMORY TO SUPPORT DEVICE TYPICAL DIAGRAMS SHAD_ BE PROVIDED. END-OF-LINE LOCAL OR REMOTE PERIPHERALS. IT SHALL INCLUDE A LARGE 960 MONITORING BY THE NEW FIRE ALARM SYSTEM SHALL BE THE PROVIDED WITH SUPERVISED CIRCUITS AS SHOWN ON THE DRAWINGS ITS FUNCTIONALITY AND SERVICEABILITY. EACH DEVICE SHALL STORE RESPONSIBILITY OF THE FIRE ALARM SYSTEM INSTALLING RESISTORS (AND VALUES) SHALL BE DEPICTED. BUT SHALL BE TYPICALLY AS FOLLOWS: CHARACTER VGA LCD DISPLAY, POWER SUPPLY, AND SUPPORT AS REQUIRED FOR ITS FUNCTIONALITY THE FOLLOWING DATA: DEVICE 2017.025 CONTRACTOR. REMOTE LCD AND ZONE DISPLAY ANNUNCIATORS, PRINTERS, AND SERIAL NUMBER, DEVICE ADDRESS, DEVICE TYPE, PERSONALITY CODE, DRAWN BY zi i. WIRED AND 7. DEVICE LAYOUT FLOOR PLANS SHALL BE CREATED FOR EVERY a• SPRINKLER VALVE SUPERVISORY SWITCHES: PROVIDE ONE (1) SUPPORT COMMUNICATION INTERFACE STANDARD PROTOCOL (CSI) DATE OF MANUFACTURE HOURS IN USE TIME AND DATE OF LAST 2. DUCT SMOh�E DETECTORS SHALL BE FURNISHED. SUPERVISORY MODULE CIRCUIT FOR EACH SPRINKLER VALVE DEVICES SUCH AS COLOR COMPUTER ANNUNCIATORS AND COLOR ' CONNECTED BY THE ELECTRICAL CONTRACTOR. THE HVAC AREA SERVED BY THE FIRE ALARM SYSTEM. CAD FILES (AUTOCAD SUPERVISORY SWITCH. GRAPHIC DISPLAYS. IF CONFIGURED AS A NETWORK, EACH CONTROL ALARM, AMOUNT OF ENVIRONMENTAL COMPENSATION LEFT/USED, LAST is ,* JV CONTRACTOR SHALL FURNISH NECESSARY DUCT OPENING TO - LATEST EDITION) SHALL BE PROVIDED BY THE CONSULTING b. WHEN WATERFLOW AND TAMPER SWITCHES EXIST AT THE SAME PANEL SHALL DISPLAY EACH AND EVERY POINT IN THE SYSTEM NODE MAINTENANCE DATE, JOB/PROJECT NUMBER, CURRENT DETECTOR ED ARS' SCALE INSTALL THIE DUCT SMOKE DETECTORS. ENGINEER FOR THE FIRE ALARM SYSTEM EQUIPMENT VENDOR IN LOCATION, PROVIDE ONE (1} DUAL INPUT ADDRESSABLE MODULE. AND SHALL ALSO SUPPORT UP TO 30 REMOTE LCD DISPLAY ( } SENSTTMTY VALUES. DIAGNOSTIC INFORMATION (TROUBLE CODES) AND �� !yip, 3. NEW AIR w4NDUNG AND SMOKE EXHAUST SYSTEM FAN CONTROL THE PREPARATION OF THE FLOOR PLANS. FLOOR PLANS SHALL ALGORITHMS REQUIRED TO PROCESS SENSOR DATA AND PERFORM i fi AS NOTED WHEN ODD NUMBERS OF DEVICES EXIST AT A SINGLE LOCATION, ANNUNCIATORS. REMOTE LCD ANNUNCIATORS SHALL ALSO DISPLAY � c> CIRCUITS AND STATUS CONTACTS TO BE FURNISHED BY THE HVAC INDICATE ACCURATE LOCATIONS FOR ALL CONTROL AND COMMUNICATIONS WITH THE LOOP CONTROLLER. EACH DEVICE SHALL w . 4 ,,,rA -� 111 PROVIDE ADDITIONAL SINGLE INPUT ADDRESSABLE MODULES. EACH AND EVERY POINT IN THE SYSTEM, or v ; c7 DRAWING NUMBER CONTROL EQUIPMENT. PERIPHERAL DEVICES. DRAWINGS SHALL BE NO LESS THAN BE CAPABLE OF ELECTRONIC ADDRESSING, EITHER AUTOMATICALLY OR 11. , m 1. 4f. . ELEVATOR RECALL CONTROL CIRCUITS TO BE PROVIDED BY THE 1/8-INCH SCALE. ALL ADDRESSABLE DEVICES SHALL BE DEPICTED E.EACH OF THE FOLLOWING TYPES OF ALARM NOTIFICATION APPLIANCES E.THE PANEL SHALL HAVE AN INTERFACE MODULE FOR REMOTE SITE APPLICATION PROGRAMMED ASSIGNED TO SUPPORT * � ELEVATOR CONTROL EQUIPMENT. MODIFICATIONS TO THE EXISTING WITH A DISCRETE ADDRESS THAT CORRESPONDS WITH THAT SHALL BE CIRCUITED AS SHOWN ON THE DRAWINGS BUT SHALL BE MONITORING. THE MODULE SHALL HAVE A DIALER (DIGITAL ALARM PHYSICAL/ELECTRICAL MAPPING AND SUPERVISION BY LOCATION. : ELEVATOR CONTROLS TO ACCOMMODATE ANSI A17.1 SHUNT TRIP INDICATED ON THE RISER DIAGRAM. ALL NOTIFICATION APPLIANCES TYPICALLY AS FOLLOWS: COMMUNICATOR TRANSMITTER (DACT)) MODULE TO TRANSMIT ALARM, SETTING A DEVICE'S ADDRESS BY PHYSICAL MEANS SHALL NOT BE sT9 °26 X04FA=8OOmOO . ACTIVATION SHALL BE PROVIDED BY THE ELEVATOR CONTROLS SHALL ALSO BE PROVIDED WITH A CIRCUIT ADDRESS THAT 1. AUDIBLE SIGNALS: PROVIDE SUFFICIENT SPARE CAPACITY TO SUPERVISORY AND 1ROUBL.E SIGNALS TO A CENTRAL MONITORING NECESSARY. �OF N � CORRESPONDS TO THAT DEPICTED ON THE RISER DIAGRAM. IF t. is -- �: SEAL SHEET N0: 5 OF 6 11 _. .�.:... ......:<:.....:.. >. .. .. ... %:: ., ::. r., ..:.:::>:. t, ..... ... .t... ... :. ... n.. y' „ 4 ...:..':.:.:: .... .:v: k< .x:..:.... :r:.,. ..w.0�: ':..`�:::��. ,,L'..t. ��':' .. ...::x::;3<r.»:::::;:':::'::'::: a.:w.. s 1. ..:.¢,„x:,,'..:::::::.::....:...� , .,,....;::so,q '...'4:.....:, :::":i`G��:: ':�'„'�3, ::'w§i.Ct� .....�.a... ...xa..:., .:u:........ .c".:. '.�:..'..q:`:`..'.:... : ..w :.v..�: .:.� ... .ca:.. .: i:...:. ...;.... :.Y,.: ... :>.:..:::. :„. uc. s .. .. .. .. ... v n . . ....... .... ...... .... ..... .. n n. .:: t. .a ,. . .::i : . >, .. . ..> . .: : : .....: . .... ... B.INTEWGENT DETECTORS -- GENERAL THE SYSTEM INTELLIGENT INLET TUBE THAT EXTENDS INTO THE DUCT AIR STREAM UP TO TEN MOUNTED ON A MATCHING BACK BOX PROVIDED BY THE S.AUXILIARY RELAYS SHAU_ BE APPROPRIATELY LABELED TO INDICATE 41 DETECTORS SHAD_ BE CAPABLE OF FULL DIGITAL COMMUNICATIONS FEET. THE ADDRESSABLE DUCT HOUSING SHALL BE SUITABLE FOR MANUFACTURER, AS DIRECTED IN THE FIELD. "FIRE ALARM SYSTEM" AND THEIR SPECIFIC FUNCTION (I.E. FAN S-1 USING BOTH BROADCAST AND POWNG PROTOCOL EACH DETECTOR EXTREME ENVIRONMENTS, INCLUDING A TEMPERATURE RANGE OF -20 SHALL BE CAPABI� OF PERFORMING INDEPENDENT FIRE DETECTION TO 158 DEGREES F (-29 TO 70 DEGREES CELSIUS) AND OFFER A S.TEMPORAL HORN, G1 RF-HD: PROVIDE EST SERIES G1 RF-HD LOW SHUTDOWN). ALGORITHMS. THE FIRE DETECTION ALGORITHM SHALL MEASURE HARSH ENVIRONMENT GASKET OPTION. PROVIDE REMOTE ALARM LED PROFILE WALL MOUNT HORN AT THE LOCATIONS SHOWN ON THE T.ALL FIRE ALARM WIRING SHALL BE CONTINUOUS AND UNSPUCED. IN N VI I OF 84.4 TERMINATIONS SHALL ONLY OCCUR AT FIRE ALARM DEVICES OR NORTH FORK ;1� SENSOR SIGNAL DIMENSIONS, TIME PATTERNS AND COMBINE DIFFERENT INDICATORS SIGA-LED AND/OR REMOTE TEST STATION MODEL SD-TRK DBA AT 10 FT AT THE HIGH SETTING AND FOR SMALLER ROOM SIZE . .......... .. . ..................................I.......I......... .. ...-' ' ...-�.......I ' - - FIRE PARAMETERS TO INCREASE RELIABILITY AND DISTINGUISH REAL AS INDICATED ON THE PROJECT PLANS. LOCATIONS (AS INDICATED ON THE PLANS) A LOW DB SETTING (FIELD CONTROL PANEL ENCLOSURES UNDER TERMINAL SCREWS. ALL OTHER 1. FIRE CONDITIONS FROM UNWANTED DECEPTIVE NUISANCE ALARMS. I. INTELLIGENT MODULES -- GENERAL: IT SHALL BE POSSIBLE TO SELECTABLE) OF 79.4 DB AT 10 FT. WHEN MEASURED IN SPLICING METHODS ARE SPECIFICALLY DISALLOWED (I.E. PLASTIC SIGNAL PATTERNS THAT ARE NOT TYPICAL OF FIRES SHALL BE WIRENUTS). Y ELIMINATED BY DIGITAL FILTERS. DEVICES NOT CAPABLE OF COMBINING ADDRESS EACH INTELLIGENT SIGNATURE SERIES MODULE WITHOUT THE REVERBERATION ROOM PER UL-464. THE HORN SHALL HAVE A = DIFFERENT FIRE PARAMETERS OR EMPLOYING DIGITAL FILTERS SHALL USE OF DIP OR ROTARY SWITCHES. DEVICES USING DIP SWITCHES SELECTABLE STEADY OR SYNCHRONIZED TEMPORAL OUTPUT. LOW U.ALL FIRE ALARM WIRING SHALL BE INSTALLED USING A DEDICATED 11 SC7 LLC ::: FOR ADDRESSING SHALL NOT BE ACCEPTABLE. THE PERSONALITY OF PROFILE HORN SHAU_ MOUNT IN A NORTH AMERICAN 1-GANG BOX OR SYSTEM OF SUPPORTS I . E. BRIDLE RINGS). FIRE ALARM WIRING SHALL } ABLE. 7Q0 BOISSEAUAVE,BE ACCEPT EACH DETECTOR A SOU N T SHAHOLD NY ' LL HAVE AN INTEGRAL ' MULTIFUNCTION MODULES SHALL BE PROGRAMMABLE AT SITE TO SUIT SURFACE MOUNTED ON A MATCHING BACK BOX PROVIDED BY THE NOT BE BUNDLED OR STRAPPED TO EXISTING CONDUIT, PIPE OR WIRE MICROPROCESSOR, CAPABLE OF MAKING ALARM DECISIONS BASED ON � <.�� .�<,:: <<�:'. ,: ,,..,,..:::,.„::;,...::.<,�,m.:....,�:,,�..�' :,:#:. . ,�. .., ,�.. ..�,a,�. .: ._.:� FIRE PARAMETER INFORMATION STORED IN THE DETECTOR HEAD. CONDITIONS AND MAY BE CHANGED AT ANY TIME USING A PERSONALITY MANUFACTURER, AS DIRECTED IN THE FIELD. IN THE FACILITY. THIS WILL BE FIELD INSPECTED BY THE PROJECT1. DISTRIBUTED INTELLIGENCE SHALL IMPROVE RESPONSE TIME BY CODE DOWNLOADED FROM THE ANALOG LOOP CONTROLLER, MODULES T.MULTI-VOLTAGE CONTROL RELAYS, MR-200 SERIES: PROVIDE REMOTE ENGINEER DECREASING THE DATA FLOW BETWEEN DETECTOR AND ANALOG LOOP REQUIRING EPROM, PROM, ROM CHANGES OR DIP SWITCH AND/OR CONTROL RELAYS CONNECTED TO SUPERVISED ANCILLARY CIRCUITS FOR V.ALL FIRE ALARM WIRING SHALL BE SLEEVED WHEN PASSING THROUGH I' JUMPER CHANGES SHALL NOT BE ACCEPTABLE. THE MODULES SHALL CONTROLLER. DETECTORS NOT CAPABLE OF MAKING INDEPENDENT CONTROL OF FANS, DAMPERS, DOOR RELEASES, ETC. RELAY CONTACT ANY WALL, USING CONDUIT SLEEVES (1" MIN.) WITH BUSHINGS, AND I ALARM DECISIONS SHALL NOT BE ACCEPTABLE. MAXIMUM TOTAL HAVE A MINIMUM OF 2 DIAGNOSTIC LEDS MOUNTED BEHIND A FINISHED RATINGS SHALL BE DPDT AND RATED FOR 10 AMPERES AT 115 VAC. A FIRE STOPPED IN ACCORDANCE WITH CODE. : COVER PLATE. A GREEN LED SHALL FLASH TO CONFIRM ANALOG LOOP RESPONSE TIME FOR DETECTORS CHANGING STATE SINGLE RELAY MAY BE ENERGIZED FROM A VOLTAGE SOURCE OF 24 SHALL BE 0.5 SECONDS. EACH DETECTOR SHALL HAVE A SEPARATE COMMUNICATION WITH THE LOOP CONTROLLER. A RED LED SHALL VDC 24 VAC 115 VAC OR 230 VAC. A RED LED SHALL INDICATE THE W.THE SYSTEM SHALL BE ARRANGED TO RECEIVE POWER FROM ONE �- MEANS OF DISPLAYING COMMUNICATION AND ALARM STATUS. A GREEN FLASH TO DISPLAY ALARM STATUS. THE MODULE SHALL BE CAPABLE RELAY IS ENERGIZED. A METAL ENCLOSURE SHALL BE PROVIDED. THREE WIRE 120 VAC, 20 A SUPPLY. ALL LOW VOLTAGE OPERATION I. C_____7 F ..... ... . . .. LED SHALL FLASH TO CONFIRM COMMUNICATION WITH THE ANALOG OF STORING UP TO 24 DIAGNOSTIC CODES WHICH CAN BE RETRIEVED SHALL BE PROVIDED FROM THE FIRE ALARM CONTROL PANEL. I FOR TROUBLESHOOTING ASSISTANCE. INPUT AND OUTPUT CIRCUIT U.ELECTROMAGNETIC DOORHOLDERS - GENERAL: ELECTROMAGNETIC LOOP CONTROLLER. A RED LED SHALL FLASH TO DISPLAY ALARM X.ALL FIRE ALARM DEVICES SHALL BE ACCESSIBLE FOR PERIODIC WIRING SHALL BE SUPERVISED FOR OPEN AND GROUND FAULTS. THE DOORHOLDERS SUBMITTED FOR USE MUST HAVE WRITTEN PROOF OF 1-11 ,. STATUS. THE DETECTOR SHALL BE CAPABLE OF IDENTIFYING UP TO 32 MAINTENANCE. SHOULD A DEVICE LOCATION INDICATED ON THE MODULE SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING THEIR COMPATIBILITY FOR THE PURPOSES INTENDED. SUCH PROOF DIAGNOSTIC CODES. THIS INFORMATION SHALL BE AVAILABLE FOR CONTRACT DRAWINGS NOT MEET THIS REQUIREMENT, IT SHALL BE THE SYSTEM MAINTENANCE. THE DIAGNOSTIC CODE SHALL BE STORED AT ENVIRONMENT: TEMPERATURE: 320E TO 1200E (OOC TO 490C), SHALL BE IN THE FORM OF DOCUMENTATION FROM ALL RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO BRING IT, IN : THE DETECTOR. EACH SMOKE DETECTOR SHALL BE CAPABLE OF HUMIDITY: 0-93% RH, NON-CONDENSING. MANUFACTURERS THAT CLEARLY STATES THAT THEIR EQUIPMENT (AS WRITING, TO THE ATTENTION OF THE PROJECT ENGINEER. FAILURE TO TRANSMITTING PRE-ALARM AND ALARM SIGNALS IN ADDITION TO THE SUBMITTED) IS 100% COMPATIBLE WITH EACH OTHER FOR THE BRING SUCH ISSUES TO THE ATTENTION OF THE PROJECT ENGINEER NORMAL, TROUBLI_ AND NEED CLEANING INFORMATION. IT SHALL BE J.SINGLE INPUT MODULE, SIGA-CTT (WAIERFLOW DETECTORS, TAMPER PURPOSES INTENDED. SHALL BE THE EXCLUSIVE LIABILITY OF THE INSTALLING ELECTRICAL POSSIBLE TO PROGRAM CONTROL PANEL ACTMTY TO EACH LEVEL SWITCHES ETC.): PROVIDE INTELLIGENT SINGLE INPUT MODULES V.WALL MOUNTED, 1504/1505/1508/1509 SERIES: PROVIDE FLUSH, CONTRACTOR. f SIGA-CT1. THE SINGLE INPUT MODULE SHALL PROVIDE ONE (1) EACH SMOKE DETECTOR MAY BE INDIVIDUALLY PROGRAMMED TO SUPERVISED CLASS B INPUT CIRCUIT CAPABLE OF A MINIMUM OF 4 SEMI-FLUSH OR SURFACE WALL MOUNTED ELECTROMAGNETIC Y.THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN OPERATION UNTIL OPERATE AT ANY ONE OF FIVE (5) SENSITIVITY SETTINGS. EACH PERSONALITIES EACH W A DISTINCT OPERATION. THE MODULE DOORHOLDER/RELEASES RATED AT 24 VAC/DC AS DIRECTED BY THE SUCH TIME THAT APPROVAL HAS BEEN GRANTED FOR ITS REMOVAL Im/ � DETECTOR MICROPROCESSOR SHALL CONTAIN AN ENVIRONMENTAL CONSULTING ENGINEER. FINISH SHALL BE BRUSHED ZINC. THE INSTALLING ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATION ALGORITHM THAT IDENTIFIES AND SETTS AMBIENT SHALL BE SUITABLE FOR MOUNTING ON NORTH AMERICAN 2Z" .&�� z "ENVIRONMENTAL THRESHOLDS" APPROXIMATELY SIX TIMES AN HOUR. (64MM) DEEP 1-GANG BOXES AND 1 %- (38MM) DEEP 4" SQUARE W.STI STOPPER II LEXAN GUARDS: MANUAL PULL STATIONS THAT ARE THE UPKEEP OF THE EXISTING SYSTEM UNTIL SUCH TIME THAT IT CAN THE MICROPROCESSOR SHALL CONTINUALLY MONITOR THE BOXES WITH 1-GANG COVERS. THE SINGLE INPUT MODULE SHALL PROVIDED WITH STI STOPPER II LEXAN GUARDS SHALL INCLUDE BE REMOVED. ;;: ENVIRONMENTAL IMPACT OF TEMPERATURE, HUMIDITY, OTHER SUPPORT THE FOLLOWING CIRCUIT TYPES: NORMALLY-OPEN ALARM NON-AUDIBLE ALARMS AS REQUIRED ON THE PLANS. THEY SHALL BE Z.THE INSTALLING ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR �; -��.:: ::::..:..<.tt�•.'x ^ "'��`� .�:' _._»:::.�<:�:::��,�,,x,<,,,.x .,,, SURFACE OR FLUSH MOUNTING, AS REQUIRED FOR EACH INDIVIDUAL THE REMOVAL OF ENTIRE EXISTING FIRE ALARM SYSTEM COMPONENTS s_' CONTAMINATES AS WELL AS DETECTOR AGING. THE PROCESS SHALL LATCHING (MANUAL STATIONS, HEAT DETECTORS, ETC.), DEVICE. AND CONTROLS ON THE DEMOLITION DRAWING SHOWN OR NOT UPON ISSUE: EMPLOY DIGITAL COMPENSATION TO ADAPT THE DETECTOR TO BOTH NORMALLY-OPEN ALARM DELAYED LATCHING (WATERFLOW SWITCHES), 24-HOUR LONG TERM AND 4-HOUR SHORT-TERM ENVIRONMENTAL NORMALLY-OPEN ACTIVE NON-LATCHING (MONITOR, FANS, DAMPERS, X.PROJECTED BEAM DETECTOR - SINGLE END - MODEL EST APPROVAL OF THE AHJ AND THE CONSULTING ENGINEER. THE DESCRIPTION DATE BY CHANGES. THE MICROPROCESSOR SHALL MONITOR THE DOORS, ETC.), NORMALLY-OPEN ACTIVE LATCHING (SUPERVISORY, EC-50/100R. THE PROJECTED BEAM TYPE SMOKE DETECTOR SHALL END-USER RESERVES THE RIGHT TO RETAIN ANY EXISTING FIRE ALARM ENVIRONMENTAL COMPENSATION VALUE AND ALERT THE SYSTEM TAMPER SWITCHES). BE A 4-WIRE 12/24 VDC DEVICE MONITORED BY THE FIRE ALARM SYSTEM COMPONENTS, UPON THEIR REQUEST. ALL EXISTING FIRE ISSUED TO DOH 05.03.17 CP OPERATOR WHEN THE DETECTOR APPROACHES 80% AND 100% OF THE ALARM SYSTEM COMPONENTS REQUIRING SPECIAL HANDLING FOR ALLOWABLE ENVIRONMENTAL COMPENSATION VALUE. DIFFERENTIAL K.DUAL INPUT MODULE, SIGH-CT2: PROVIDE INTELLIGENT DUAL INPUT CONTROL PANEL THROUGH A TWO CIRCUIT SIGA-CT2 MONITOR MODULE DISPOSAL (DUE TO RADIOACTIVITY) SHALL BE THE RESPONSIBILITY OF ISSUED FOR CONSTRUCTION 05.05.17 CP SENSING ALGORITHMS SHALL MAINTAIN A CONSTANT DIFFERENTIAL MODULES SIGA-CT2. THE DUAL INPUT MODULE SHALL PROVIDE TWO (ONE ZONE FOR ALARM AND ONE FOR TROUBLE). THE UNIT SHALL BE THE INSTALLING CONTRACTOR. WRITTEN PROOF OF PROPER DISPOSAL BETWEEN SELECTED DETECTOR SENSITIVITY AND THE "LEARNED" BASE (2) SUPERVISED CLASS B INPUT CIRCUITS EACH CAPABLE OF A LISTED TO UL 268 AND SHALL CONSIST OF AN INTEGRATED BY THE INSTALLING CONTRACTOR SHALL BE REQUIRED PRIOR TO LINE SENSITIVITY. THE BASE UNE SENSITIVITY INFORMATION SHALL BE MINIMUM OF 4 PERSONALITIES, EACH WITH A DISTINCT OPERATION. TRANSMITTER AND RECEIVER. THE BEAM DETECTOR SHALL OPERATE RELEASE OF OUTSTANDING RETAINAGE. r. UPDATED AND PEIRMANENTLY STORED AT THE DETECTOR THE MODULE SHALL BE SUITABLE FOR MOUNTING ON NORTH AMERICAN BETWEEN A RANGE OF 15 AND 160 FEET (4.57 AND 48.77 M) OR APPROXIMATELY ONCE EVERY HOUR. THE INTELLIGENT ANALOG 2 %" DEEP 1-GANG BOXES AND 1 %" (38MM) DEEP 4" SQUARE 160 AND 330 FEET (48.77 AND 100 M)(CONTRACTOR SHALL 3.2 FIELD QUALITY CONTROL REVISED PER DOH COMMENTS 07.11.17 CP DETECTORS SHALL. BE SUITABLE FOR MOUNTING ON ANY SIGNATURE BOXES WITH 1-GANG COVERS. THE DUAL INPUT MODULE SHALL DETERMINE DISTANCE TO SELECT APPROPRIATE MODEL). IT SHALL ISSUED FOR DOB APPROVAL 03.23.18 CP SERIES DETECTOR MOUNTING BASE. SUPPORT THE FOLLOWING CIRCUIT TYPES: NORMALLY-OPEN ALARM FEATURE AUTOMATIC GAIN CONTROL, WHICH WILL COMPENSATE FOR '- C.FlXED TEMPERATURE RATE OF RISE HEAT DETECTOR COMBINATION HEAT LATCHING (MANUAL STATIONS, HEAT DETECTORS, ETC,), GRADUAL SIGNAL DETERIORATION DUE TO DIRT ACCUMULATION ON THE A.THE SYSTEME INSTALLED AND FULLY TESTED UNDER THE / / LENSES. THE UNIT SHALL INCLUDE A WALL MOUNTING BRACKET, SUPERVISION OF A TRAINED MANUFACTURERS REPRESENTATIVE. THE AND CO DETECTOR, SIGA2-HRS, SIGA2-HCOS: PROVIDE INTELLIGENT NORMALLY-OPEN ALARM DELAYED LATCHING (WATERFLOW SWITCHES), TESTING SHALL BE CARRIED OUT USING A CALIBRATED TEST FILTER. IT SYSTEM SHALL BE DEMONSTRATED TO PERFORM ALL OF THE FUNCTION ' COMBINATION FIXED TEMPERATURE/RATE-OF-RISE HEAT DETECTORS NORMALLY-OPEN ACTIVE NON-LATCHING (MONITOR, FANS, DAMPERS, SHALL BE POSSIBLE TO TEST THE DETECTOR WITHOUT DIRECT ACCESS AS SPECIFIED. SIGA-HRS. THE HEAT DETECTOR SHALL HAVE A LOW MASS DOORS, ETC.), NORMALLY-OPEN ACTIVE LATCHING (SUPERVISORY, TO R BY MEANS OF A REMOTELY INSTALLED KEY-OPERATED TEST . THERMISTOR HEAT SENSOR AND OPERATE AT A FIXED TEMPERATURE TAMPER SWITCHES). B.THE INSTALLING CONTRACTOR OR FIRE ALARM EQUIPMENT VENDOR - ____ _. :__ I STATION. SHALL HAVE NO LESS THAN TWO (2) NICE? LEVEL If FIRE ALARM AND AT A TEMPERATURE RATE-OF-RISE. IT SHALL CONTINUALLY L.SINGLE INPUT SIGNAL MODULE' SIGA-CCI: PROVIDE INTELLIGENT TECHNICIANS.DEDICATED TO THIS PROJECT. MONITOR THE TEMPERATURE OF THE AIR IN ITS SURROUNDINGS TO SINGLE INPUT SIGNAL MODULES SIGA-CCT. THE SINGLE INPUT PART III - EXECUTION ,, MINIMIZE THERMAL. LAG TO THE TIME REQUIRED TO PROCESS AN C.THE INSTALLING CONTRACT AND THE FIRE ALARM SYSTEM VENDOR ALARM. THE INTEGRAL MICROPROCESSOR SHALL DETERMINE IF AN (SINGLE RISER SELECT) SIGNAL MODULE SHALL PROVIDE ONE (1) 3.1 INSTALLATION SHALL, UPON THE REQUEST OF THE CONSULTING ENGINEER OR ALARM CONDITION EXISTS AND INITIATE AN ALARM BASED ON THE SUPERVISED CLASS B OUTPUT CIRCUIT CAPABLE OF A MINIMUM OF 2 END-USER, ATTEND ANY AND ALL PROJECT MEETINGS FOR THE I ANALYSIS OF THE DATA. SYSTEMS USING CENTRAL INTELLIGENCE FOR PERSONALITIES, EACH WITH A DISTINCT OPERATION. WHEN SELECTED PURPOSE OF ACCURATELY DETERMINING PROGRESS. ALARM DECISIONS SHALL NOT BE ACCEPTABLE. THE INTELLIGENT HEAT AS A TELEPHONE POWER SELECTOR, THE MODULE SHALL BE CAPABLE A.THE ENTIRE SYSTEM SHALL BE INSTALLED IN A WORKMANLIKE MANNER, DETECTOR SHALL HAVE A NOMINAL FIXED TEMPERATURE ALARM POINT OF GENERATING ITS OWN "RING TONE". THE MODULE SHALL BE IN ACCORDANCE WITH APPROVED MANUFACTURER'S WIRING DIAGRAM. D.IT SHIALL BE THE RESPONSIBILITY OF THE INSTAWNG CONTRACTOR TO RATING OF 1350E (STDG) AND ARATE-OF-RISE ALARM POINT OF SUITABLE FOR MOUNTING ON NORTH AMERICAN 2 }�" (64MM) DEEP THE CONTRACTOR SHALL FURNISH ALL CONDUIT, WIRING, OUTLET ASSURE THAT CONSTRUCTION DEBRIS DOES NOT ADVERSELY AFFECT 150E {90C} PER MINUTE. THE HEAT DETECTOR SHALL BE RATED FOR 2-GANG BOXES AND 1 3�" (38MM) DEEP 4" SQUARE BOXES WITH BOXES, JUNCTION BOXES, CABINETS AND SIMILAR DEVICES NECESSARY ANY SENSING DEVICES INSTALLED AS PART OF THIS PROJECT. SHOULD CEILING INSTALLATION AT A MINIMUM OF 70 FT (21.3M) CENTERS AND 2-GANG COVERS, OR EUROPEAN 100MM SQUARE BOXES. THE SINGLE FOR THE COMPLETE INSTALLATION. ALL WIRING SHALL BE OF THE IT BE DEEMED NECESSARY BY THE CONSULTING ENGINEER, END-USER BE SUITABLE FOR WALL MOUNT APPLICATIONS. WHERE SHOWN ON INPUT SIGNAL MODULE SHALL SUPPORT THE FOLLOWING OPERATIONS: TYPE RECOMMENDED BY THE MANUFACTURER, APPROVED 61' THE OR AHJ, THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT PL��NS, INCLUDE SIGA2-NGOs COMBINATION HEAT AND AUDIBLE/VISIBLE SIGNAL POWER SELECTOR (POLARIZED 24 VDC Q 2A). LOCAL FIRE DEPARTMENT AND SPECIFIED WITH IN. THE CLEANING OF ALL SMOKE DETECTORS PRIOR TO FINAL 5< CARBON MONOXIDE (CO) DETECTOR. THE COMBINATION HEAT AND CO M.CONTROL RELAY MODULE, SIGA-CR: PROVIDE INTELLIGENT CONTROL BALL PENETRATION OF FLOOR SLABS AND FIREWALLS SHALL BE SLEEVED ACCEPTANCE. DEVICE SHALL REPORT SEPARATELY TO THE CONTROL PANEL WHERE A RELAY MODULES SIGA-CR. THE CONTROL RELAY MODULE SHALL (1" CONDUIT MINIMUM) FIRE STOPPED IN ACCORDANCE WITH ALL 3.3 TESTS HEAT CONDITION I'S CONSIDERED A FIRE ALARM AND A CO CONDITION PROVIDE ONE FORM "R" DRY RELAY CONTACT RATED AT 2 AMPS 0 LOCAL FIRE CODES. 1. IS A SUPERVISORY ALARM WITH SEPARATE AND UNIQUE EVACUATION 24 VDC TO CONTROL EXTERNAL APPLIANCES OR EQUIPMENT C.END OF LINE RESISTORS SHALL BE FURNISHED AS REQUIRED FOR SEQUENCE. SHUTDOWN. THE CONTROL RELAY SHALL BE RATED FOR PILOT DUTY MOUNTING AS DIRECTED BY THE MANUFACTURER. DEVICES CONTAINING A.THE FIRE ALARM SYSTEM VENDOR SHALL TEST THE SYSTEM IN AND RELEASING SYSTEMS. THE POSITION OF THE RELAY CONTACT END-OF-LINE RESISTORS SHALL BE APPROPRIATELY LABELED. DEVICES ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND NFPA 72. D.PHOTOELECTRIC SMOKE DETECTOR, SIGA2-PS: PROVIDE INTELLIGENT SHALL BE CONFIRMED BY THE SYSTEM FIRMWARE. THE CONTROL SHOULD BE LABELED SO REMOVAL OF THE DEVICE IS NOT REQUIRED THE VENDOR SHALL PROVIDE COMPLETED NFPA 72 REPORTS TO THE PHOTOELECTRIC SMOKE DETECTORS SIGA2-PS. THE ANALOG RELAY MODULE SHALL BE SUITABLE FOR MOUNTING ON NORTH TO IDENTIFY THE EOL DEVICE. CONSULTING ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FINAL DO NOT SCALE PLANS PHOTOELECTRIC DETECTOR SHALL UTILIZE A LIGHT SCATTERING TYPE AMERICAN 2 {64MM) DEEP 1-GANG BOXES AND 1 DEEP 4" ACCEPTANCE. PHOTOELECTRIC SMOKE SENSOR TO SENSE CHANGES IN AIR SAMPLES D.ALL MANUAL PULL STATIONS SHALL BE MOUNTED 48 INCHES ABOVE :r, I, „. �.. .......•.•,,_,.: .::::.::.:::.M:..- ,e�,. , , . , . :, ,.,. ..�,„„:::::.:::,,„�,�:.,�;;.•- FROM IT'S SURROUNDINGS. THE INTEGRAL MICROPROCESSOR SHALL SQUARE BOXES WITH 1-GANG COVERS. THE FINISHED FLOOR, AS MEASURED TO THE HANDLE. BEACH INDIVIDUAL SYSTEM OPERATION ON A CIRCUIT BY CIRCUIT BASIS ARCHITECT OF RECORD DYNAMICALLY EXAMINE VALUES FROM THE SENSOR AND INITIATE AN N.INTEWGENT MANUAL PULL STATIONS -- GENERAL' IT SHALL BE SHALL BE TESTED FOR ITS COMPLETE OPERATION. THE PROCEDURE 11. ALARM BASED ON THE ANALYSIS OF DATA. SYSTEMS USING CENTRAL POSSIBLE TO ADDRESS EACH SIGNATURE SERIES FIRE ALARM PULL E.ALL AUDIOVISUAL DEVICES SHALL BE MOUNTED 80 INCHES ABOVE THE FOR TESTING THE ENTIRE FIRE ALARM SYSTEM SHALL BE SET FORTH Ter esen Associates Architects INTELLIGENCE FOR ALARM DECISIONS SHALL NOT BE ACCEPTABLE. THE STATION WITHOUT THE USE OF DIP OR ROTARY SWITCHES. DEVICES FINISHED FLOOR, AS MEASURED TO THE LENS. DEVICES SHALL BE WITH THE CONSENT OF THE CODE ENFORCEMENT OFFICIAL, THE DETECTOR SHALL CONTINUALLY MONITOR ANY CHANGES IN SENSITIVITY USING DIP SWITCHES FOR ADDRESSING SHALL NOT BE ACCEPTABLE. MOUNTED NO LESS THAN 6 INCHES FROM THE CEILING. ALL ENGINEER AND THE MANUFACTURER. �; � DUE TO THE ENVIIRONMENTAL EFFECTS OF DIRT, SMOKE, TEMPERATURE, THE MANUAL STATIONS SHALL HAVE A MINIMUM OF 2 DIAGNOSTIC LEDS AUDIOVISUAL DEVICES SHALL HAVE LEXAN COVERS IN ALL AREAS. 248 West 35th Street 11th Floor New York, NY 10001 AGING AND HUMIDITY. THE INFORMATION SHALL BE STORED IN THE MOUNTED ON THEIR INTEGRAL, FACTORY ASSEMBLED SINGLE OR TWO F.NO AREA SMOKE DETECTORS SHALL BE MOUNTED WITHIN 36 INCHES 3.4 DOCUMENTATION AND TRAINING 212.239.1526 Fax: 212.736.7899 INTEGRAL PROCESSOR AND TRANSFERRED TO THE ANALOG LOOP STAGE INPUT MODULE. A GREEN LED SHALL FLASH TO CONFIRM OF ANY HVAC SUPPLY, RETURN AIR REGISTER OR LIGHTING FIXTURE. E-mail: info@terjesenarchitects.com CONTROLLER FOR RETRIEVAL USING A LAPTOP PC OR THE SIGA-PRO COMMUNICATION WITH THE LOOP CONTROLLER. A RED LED SHALL G.NO AREA SMOKE OR HEAT DETECTOR SHALL BE MOUNTED WfTHIN 12 A.THE CONTRACTOR SHALL COMPILE AND PROVIDE TO THE OW i... SIGNATURE PROGFAM/SERVICE TOOL THE PHOTO DETECTOR SHALL BE FLASH TO DISPLAY ALARM STATUS. THE STATION SHALL BE CAPABLE �,.��.�, ,;:. ..::� ...... RATED FOR CEILING INSTALLATION AT A MINIMUM OF 30 FT (9.1 M) OF STORING UP TO 24 DIAGNOSTIC CODES THAT CAN BE RETRIEVED INCHES OF ANY WALL ALL DETECTORS SHALL BE INSTALLED IN STRICT THREE (3) COMPLETE MANUAL ON THE COMPLETED SYSTEM TO � MECHANICAL ENGINEER'" "' �: FOR TROUBLESHOOTING ASSISTANCE. INPUT CIRCUIT WIRING SHALL BE ACCORDANCE WITH NFPA 72 (1999) GUIDELINES FOR SUCH DEVICES. INCLUDE SITE SPECIFIC OPERATING AND MAINTENANCE INSTRUCTION CENTERS AND BE SUITABLE FOR WALL MOUNT APPLICATIONS. THE SUPERVISED FOR OPEN AND GROUND FAULTS. THE FIRE ALARM PULL I CATALOG CUTS OF ALL EQUIPMENT AND COMPONENTS, AS-BUILT' �6�� PHOTOELECTRIC SMOKE DETECTOR SHALL BE SUITABLE FOR DIRECT HALL MECHANICAL ROOMS, BOILER ROOMS, GYMNASIUMS, WIRING WIRING DIAGRAMS AND A MANUFACTURER'S SUGGESTED SPARE PARTS INSERTION INTO AIR DUCTS UP TO 3 FT 0.91 M HIGH AND 3 FT STATION SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING CLOSETS, CUSTODIAN ROOMS, ATTIC SPACES, ETC. OR AREAS WITH NO 110 William Street 32nd Floor New York, NY 10038 (0.91 M) WIDE WITH AIR VELOCITIES UP TO 5,000 FT/MIN. (0-25.39 ENVIRONMENT: TEMPERATURE: 320E TO 1200E (OOC TO 490C}, UST. AN OPERATIONAL VIDEO ON DVD MEDIA SHALL ALSO BEi. HUNG CEILINGS SHALL BE PIPED WITH 3\4" CONDUIT. ALL DEVICE INCLUDED. 212.257.6190 Fax: 212.994.8091 M/SEC) WITHOUT REQUIRING SPECIFIC DUCT DETECTOR HOUSINGS OR HUMIDITY: 0-93% RH, NON-CONDENSING. PLENUM RATED WIRING SHALL BE MECHANICALLY PROTECTED WITH SUPPLY TUBES. THE PERCENT SMOKE OBSCURATION PER FOOT ALARM O.MANUAL PULL STATION, SIGA-270: PROVIDE INTELLIGENT SINGLE CONDUIT. B.IN ADDITION TO THE ABOVE MANUALS, THE ELECTRICAL CONTRACTOR www.EPENGINEERING.com SET POINT SHALL BE FIELD SELECTABLE TO ANY OF FIVE SENSITIVITY ACTION, SINGLE STAGE FIRE ALARM STATIONS SIGA-270. THE FIRE SHALL PROVIDE THE SERVICES OF THE MANUFACTURER'S TRAINED . :. .. . .... ---_.. � I. ALL AREAS IN PUBLIC VIEW SHALL BE IN METAL V-700 WIREMOLD (OR STRUCTURAL ENGINEER1. SETTINGS RANGING FROM 1.0% TO 3.5%. THE PHOTO DETECTOR ALARM STATION SHALL BE OF METAL CONSTRUCTION WITH AN INTERNAL REPRESENTATIVE FOR TWO (2) SEPARATE CALENDAR DAYS FOR A EQUAL).ALL BOXES MUST BE PAINTED RED AND LABELED FIRE SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING ENVIRONMENT: TOGGLE SWITCH. PROVIDE A LOCKED TEST FEATURE. , FINISH THE ALARM". PERIOD OF FOUR (4) HOURS PER DAY TO INSTRUCT THE OWNERS' Engineering Firm TEMPERATURE: 320E TO 120OF (OOC TO 490C), HUMIDITY: 0-93% RH, STATION IN RED WITH SILVER PULL IN CASE OF FIRE ENGLISH DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF NON-CONDENSING, ELEVATION: NO LIMIT. LETTERING. THE MANUAL STATION SHALL BE SUITABLE FOR MOUNTING J.ALL ADDRESSABLE MODULES SHALL BE MOUNTED WITHIN 36 INCHES THE ENTIRE SYSTEM. Address I. ON NORTH AMERICAN 2 %- (64MM) DEEP 1-GANG BOXES AND 1 %- OF THE MONITORED OR CONTROLLED POINT OF TERMINATION. THIS Phone Fax: 'I E.ADDRESSABLE CARBON MONOXIDE (CO) DETECTOR, EST MODEL SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED T0, FAN SHUTDOWN, C.AS-BUILT DRAWINGS SHALL CONSIST OF THE FOLLOWING: (38MM) DEEP 4" SQUARE BOXES WITH 1-GANG COVERS. E-mail: SIGA2-COS WITH ,AUDIBLE SOUNDER BASE. PROVIDE INTELLIGENT ELEVATOR RECALL, SHUNT TRIP, SPRINKLER STATUS POINTS, OR DOOR 1. COMPLETE REVISION OF ALL PREVIOUSLY SUBMITTED DRAWINGS ADDRESSABLE CARBON MONOXIDE DETECTOR WITH TEMPORAL 4 P.NOTIFICATION APPLIANCES - GENERAL: ALL APPLIANCES SHALL BE UL RELEASE. LABEL ALL ADDRESSABLE MODULES AS TO THEIR FUNCTION. POINT-TO-POINT M• ""-1'.' °°°°° °°° • :" " '. a..'. ',.,,> -... ,: _ ,,, .,_ ... AUDIBLE BASE. THE CO DETECTION ELEMENT SHALL INDICATE A LISTED FOR FIRE PROTECTIVE SERVICE. ALL STROBE APPLIANCES OR 2. POINT TO POINT DEPICTION OF ALL DEVICE WIRING ON THE DEVICE PROJECT : TROUBLE CONDITION AT THE FACP SIGNALING END OF LIFE AND THE COMBINATION APPLIANCES WITH STROBES SHIALL BE UL 1971 AND ULC KNEW DOOR HOLDERS SHALL DERIVE THEIR 24VAC/VDC POWER FROM A LAYOUT FLOOR PLANS. .. CO ELEMENT OF THE DETECTOR SHALL BE FIELD REPLACEABLE. IT 5526 LISTED. ALL APPLIANCES SHALL BE OF THE SAME SEPARATE POWER SUPPLY HOUSED IN A DEDICATED, METAL 3. ONE (1) SET OF B-SIZE, LAMINATED AS-BUILT DRAWINGS. S O U T H O L D ASC SHALL BE PROGRAMMED AT THE MAIN CONTROL PANEL AS A MANUFACTURER AS THE FIRE ALARM CONTROL PANEL (NO EXCEPTIONS) ENCLOSURE. THE POWER SUPPLY SHALL HAVE A 120VAC FEED, AND IS 4. TWO 2} SETS OF 30"X42"INCH 1 16"=1' SCALE DRAWINGS SUPERVISORY INDICATION AND TRANSMIT A SEPARATE SUPERVISORY SPECIFIED TO INSURE ABSOLUTE COMPATIBILITY BETWEEN THE TO BE CENTRALLY LOCATED TO SERVE DOOR HOLDERS ON A PER SHOWING ALL POINTS OF FIRE ALARM. ONE SET SHALL BEiii :1i. SIGNAL TO THE CENTRAL STATION. THE CO DETECTOR SHALL BE UL APPLIANCES AND THE CONTROL PANELS, AND TO INSURE THAT THE FLOOR OR AREA BASIS. ALL EXISTING DOOR HOLDERS SHALL BE 700 B OI SS EAU AVENUE SUBMITTED WITH THE CLOSE-OUT DOCUMENTS. SECOND SET SHALL : 2075 LISTED. APPLICATION OF THE APPLIANCES ARE DONE IN ACCORDANCE WITH THE CONNECTED TO NEW FACP. E.C. SHALL EXTEND ALL EXISTING WIRING IN BE MOUNTED IN FRAME WITH A LEXAN COVER. THESE DRAWING SOUTHOLD, NY ORDER TO MAKE THIS WORK. LOCATIONS AND QUANTITIES OF DOOR E:. SINGLE MANUFACTURERS INSTRUCTIONS. ANY APPLIANCES THAT DO MUST BE SUBMITTED TO PROJECT ENGINEER OR APPROVAL. F.STANDARD DETECTOR MOUNTING BASES, SIGA-SB SIGA-SB4: HOLDER POWER SUPPLIES SHALL BE REFERENCED AND SUBMITTED IN NOT MEET THE ABOVE REQUIREMENTS, AND ARE SUBMITTED FOR USE PROVIDE STANDARD DETECTOR MOUNTING BASES SIGA-SB SUITABLE THE SUBMISSION PACKAGE FOR APPROVAL BY THE CONSULTING D.TURNOVER OF ALL SOFTWARE DATABASE HARD/SOFT COPIES SHALL BE ��- ' _.:: ":�,.:,. :�::: . ;r":�>:.,::::::::: .� >- . �' :,. _ ::.. MUST SHOW WRITTEN PROOF OF THEIR COMPATIBILITY FOR THE ,, .,,,*,,,,, .--1 7. FOR MOUNTING 014 NORTH AMERICAN 1-GANG, 3%" OR 4" OCTAGON PURPOSE INTENDED. SUCH PROOF SHALL BE IN THE FORM OF ENGINEER. REQUIRED. THIS SHALL INCLUDE ALL POSSIBLE PROGRAMMING DRAWING TITLE BOX AND 4" SQUARE BOX. THE BASE SHALL, CONTAIN NO DOCUMENTATION FROM THE CONTROL PANEL MANUFACTURER CLEARLY L ALL LOW VOLTAGE WIRING TERMINATED TO THE FIRE ALARM SYSTEM SOFTWARE LOGS, DISKETTES OR CDS CONTAINING EXPORTED PROJECT FIRE ALARM ELECTRONICS, SUPPORT ALL SIGNATURE SERIES DETECTOR TYPES AND FILES, HARD COPIES OF ALL DEVICE MAPS, THE REVISION NUMBER OF HAVE THE FOLLOWING MINIMUM REQUIREMENTS: REMOVAL OF THE STATING THAT THE CONTROL EQUIPMENT (AS SUBMITTED) IS 10096 SHALL BE PLENUM RATED WITH NO EXCEPTIONS AND NO LESS THAN THE VERSION OF PROGRAMMING UTILITY USED, AND ALL REQUIRED RESPECTIVE DETECTOR SHALL NOT AFFECT COMMUNICATIONS WITH COMPATIBLE WITH THE SUBMITTED NOTIFICATION APPLIANCES. NO. 18 AWG IN SIZE, AND SOLID COPPER. PASSWORDS. THE TURNOVER OF ALL DATABASE INFORMATION SHALL S P EC I F(CATION S . OTHER DETECTORS, TERMINAL CONNECTIONS SHALL BE MADE ON THE Q.STROBES, G1RF-VM SERIES: PROVIDE EST SERIES G1RF-VM SERIES MALL LINE VOLTAGE (12OVAC) WIRING SHALL BE NO LESS THAN NO. 12 OCCUR PRIOR TO THE END OF THE ONE (1) WARRANTY PERIOD (OR Z OF 2 ROOM SIDE OF THE BASE, BASES THAT MUST BE REMOVED TO GAIN LOW PROFILE WALL MOUNTED STROBES AT THE LOCATIONS SHOWN ON AWG IN SIZE, AND SOLID COPPER. THIS SHALL INCLUDE ALL SYSTEM PERIOD AS AMENDED EARLIER IN THIS SPECIFICATION). J : >; ACCESS TO THE TERMINALS SHALL NOT BE ACCEPTABLE. THE BASE THE DRAWINGS. STROBES SHALL PROVIDE SYNCHRONIZED FLASH GROUNDING. FACP MUST HAVE A DEDICATED 20 AMP CIRCUIT MARKED 1 SHALL BE CAPABLE OF SUPPORTING ONE (1) SIGNATURE SERIES OUTPUTS. STROBE OUTPUT SHALL BE FIELD SELECTABLE AS INDICATED BACK AT THE POWER PANEL NO EXCEPTIONS. " °`"" """` ." M„ „ "� ` SIGA-LED REMOTE ALARM LED INDICATOR. PROVIDE REMOTE LED ALARM ON THE DRAWINGS IN ONE OF THE FOLLOWING INTENSITY LEVELS; N.ALL WIRING SHALL BE COLOR-CODED THROUGHOUT, TO NATIONAL END OF SECTION �; DATE INDICATORS WHERE_ SHOWN ON THE PLANS. 15CD, 30CD, 75CD OR 110CD. LOW PROFILE STROBES SHALL MOUNT ELECTRICAL CODE STANDARDS. G.AUDIBLE DETECTOR MOUNTING BASE, SIGA-AB4GT. WHERE SHOWN ON IN A NORTH AMERICAN 1-GANG BOX OR SURFACE MOUNTED ON A 717117 : THE PROJECT PLANS INCLUDE DETECTOR AUDIBLE SOUNDER BASE MATCHING BACK BOX PROVIDED BY THE MANUFACTURER, AS DIRECTED O.POWER-LIMITED NON-POWER-UMITED NEC WIRING STANDARDS SHALL PROJECT NUMBER I / IN THE FIELD. BE OBSERVED. 2Q17.025 ' MODEL SIGA-AB4GT. THE SOUNDER BASE SHALL BE CAPABLE OF TWO . TONES, TEMPORAL 3 FOR A FIRE CONDITION AND TEMPORAL 4 FOR A R.TEMPORAL HORN STROBES, G1 RF-HDVM SERIES: PROVIDE EST SERIES P.ALL JUNCTION BOX COVERS SHALL BE PAINTED FEDERAL SAFETY RED . I. I. CARBON MONOXIDE CONDITION. THE TONES SHALL BE FULLY G1 RF-HDVM LOW PROFILE WALL MOUNT HORN/STROBES AT THE AND LABELED FIRE ALARM SYSTEM ONLY IN BLACK LETTERS. DRAWN BY PROGRAMMABLE A1ND ALSO SYNCHRONIZE THE SOUND WITH OTHER LOCATIONS SHOWN ON THE DRAWINGS. THE HORN/STROBE SHALL Q.FIRE ALARM SYSTEM WIRING SHALL NOT CO-MINGLE WITH ANY OTHER JV SOUNDER BASES. THE SYSTEM SHALL BE UL2017 LISTED FOR DUAL PROVIDE AN AUDIBLE OUTPUT OF 84.4 DBA AT 10 FT AT THE HIGH SYSTEM WIRING IN THE FACILITY. CONDUITS SHALL NOT BE SHARED SIGNALING FOR TIJIIS PURPOSE. SETTING AND FOR SMALLER ROOM SIZE LOCATIONS (AS INDICATED ON UNDER ANY CIRCUMSTANCE. ONLY WHEN FIRE ALARM WIRING ENTERS ED Ah'O SCALE H.DUCT DETECTOR HOUSING, SIGH-SD: PROVIDE MODEL SIGA-SD LOW THE PLANS) A LOW DB SETTING (FIELD SELECTABLE) OF 79.4 DB AT THE ENCLOSURE OF A MONITORED OR CONTROLLED SYSTEM WILL �� ' AS NOTED PROFILE INTELLIGENT ADDRESSABLE DUCT SMOKE DETECTOR AS 10 FT. WHEN MEASURED IN REVERBERATION ROOM PER UL-464. CO-HABITATION BE PERMITTED I.E. AT FAN STARTERS OR ELEVATOR t I `I fin INDICATED ON THE' PROJECT PLANS. PROVIDE FOR VARIATIONS IN DUCT STROBES SHALL PROVIDE SYNCHRONIZED FLASH OUTPUTS. THE STROBE CONTROLLERS). THIS WILL BE FIELD INSPECTED BY THE PROJECT 0x 0 , °s,a nt n "� DRAWING NUMBER AIR VELOCITY BETWEEN 100 AND 4,000 FEET PER MINUTE AND OUTPUT SHALL BE AS INDICATED ON THE DRAWINGS IN ONE OF THE ENGINEER. .A. Ox ' m INCLUDE A WIDE SENSITIVITY RANGE OF .79 TO 2.46%/FT. FOLLOWING FIELD SELECTABLE INTENSITY LEVELS; 15CD, 30CD, 75CD & N�4� OBSCURATION. INCLUDE ONE FORM-C SHUT DOWN RELAY RATED 2UA u A=80 .0 110CD DEVICES. THE HORN SHALL HAVE A SELECTABLE STEADY OR R.FIRE ALARM CONTROL PANEL ENCLOSURES SHALL HAVE ENGRAVED � ,� AMPS 30 VDC AND I D SYNCHRONIZED TEMPORAL OUTPUT. LOW PROFILE HORN STROBES LABELS INDICATING, "FIRE ALARM SYSTEM", AND THE AREAS OF THE �-� 268 X04 ALSO NCLU E SLAVE HIGH CONTACT RELAYS IF HORN/STROBES SERVED BY THAT PANEL. �OFN REQUIRED. PROVIDE AN AIR EXHAUST TUBE AND AN AIR SAMPLING SHALL MOUNT IN A NORTH AMERICAN 1-GANG BOX OR SURFACE Y :.: SEAL SHEET N0: b OF 6 : ,1,; c... ate., :.. :.::...':::..-.,.....,'K:' .... ..... .: ::. I. . ::.... - , ... ........ ... I. M �. v ..., .....o... :.:<�:::..... .:::Il,. ;"�'t"�'' ...... ;' '.,:!. ............,:...,.:.:r::^:::... ... :. :.it ice' o'er`. :.Y:Fi ...m..o... :...... ... ....'.,i.�`3iE:.. :.ek:°;� ::': '` .:moi. ..ii'"'.':.' ..< GENERAL NOTES ABBREVIA TIONS LEGENDNORTH FORK : 1. ALL MATERIAL INDICATED AND IMPLIED ON THESE DRAWINGS SHALL BE 32. EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS ARCH ARCHITECTURAL HW HOT WATER SYMBOL DESCRIP'iION NEW UNLESS OTHERWISE NOTED. CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF THE PROJECT. THE 2. PIPE LOCATIONS ARE DIAGRAMMATIC. ALL PIPING TO BE RUN CONCEALED CONTRACTOR SHALL KEEP THE WORK IN GOOD REPAIR FOR ONE YEAR AFF ABOVE FINISHED FLOOR HWR HOT WATER RETURN CONNECT TO EXISTING IN FINISHED SPACES UNLESS NOTED OTHERWISE. AFTER THE DATE OF FINAL APPROVAL THE CONTRACTOR SWILL, AT HIS S C LLC OWN EXPENSE, CORRECT AND REPAIR PROMPTLY ALL BREAKS, FAILURES BLDG BUILDING IM ICE MACHINE POINT OF DISCONNECT 3. ALL PLUMBING WORK TO MEET BOCA NATIONAL BUILDING AND OR WEAR DUE TO FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT AND 700 BOISSEAU AVE, SOUTHOLD, NY INTERNATIONAL MECHANICAL AND FUEL GAS CODES, NATIONAL STANDARD ALL SETTLEMENTS OF SURFACE THAT MAY OCCUR DURING THAT PERIOD. BTU BRTISH THERMAL UNIT IN INCH Wim. :... ,. ,: :>::.......: <,.:... :•:: gyN. t. �;: PLUMBING CODE (NEW YORK CITY BUILDING CODE) AND ALL LOCAL RULES CORRECTIONS AND REPAIRS SHALL BE GUARANTEED FOR A PERIOD OF CO, CLEAN OUT AND REGULATIONS. ONE YEAR FROM THE DATE OF COMPLETION OF THE CORRECTION/REPAIR CFH CUBIC FEET PER HOUR LAV LAVATORY AS DESCRIBED PREVIOUS. I CAST IRON MAX MAXIMUM -� 4. UNLESS OTHERWISE NOTED, SLOPE OF DRAINAGE SYSTEM TO BE 1/8" C. � DPCO DECK PLATE CLEAN OUT PER FOOT OF RUN FOR PIPE 3"(2-1/21 AND LARGER; 1/4' PER FOOT 33• USE EXISTING CONNECTIONS AT MAINS WHERE AVAILABLE FOR NEW FOR PIPE 2'(2-1/21 AND SMALLER. BRANCH PIPING. LOCATE ALL RISERS AND PIPING BEFORE CONSTRUCTION CONN. CONNECT MEZZ MEZZANINE COMMENCES AND TAKE CARE NOT TO DAMAGE SAME. ANY DAMAGE 0 -�'C�-- CHECK VALVE 5. SANITARY LINES TO BE HUBLESS CAST IRON PIPE ABOVE GROUND, AND OCCURRING TO THE EXISTING PIPING WILL BE THE SOLE RESPONSIBILITY CO CLEAN OUT MIN MINIMUM S.W. CAST IRON BELOW GRADE. OF THE CONTRACTOR. � -{�F- BALANCING VALVE CW COLD WATER NC/N.I.0 NOT IN THIS CONTRACT 6. LAB WASTE IND VENT LINES ABOVE GROUND TO BE SCHEDULE 40 FIRE 34• LOCATE ALL FIXTURES AS PER FINAL ARCHITECTURAL DRAWINGS AND \ RETARDANT POLYPROPYLENE PLASTIC PIPE WITH SOCKET FUSION WELDED OWNER'S DIRECTION. MAJOR DEVIATIONS FROM THE LOCATIONS SHOWN ON DCV DOUBLE CHECK VALVE NPW NON-POTABLE WATER _ BALL VALVE OR MECHANICAL JOINTS. PIPING BELOW GRADE TO BE SCHEDULE 40 THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER. POLYPROPYLENE PLASTIC PIPE WITH SOCKET FUSION JOINTS. SEE DEP DEPT. OF ENVIRONMENTAL PROTECTION NTS NOT TO SCALE fi SPECIFICATIONS FOR DETAILS. 35. ALL PIPING RUN IN CEILING TO BE RUN TIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. ALL PIPING RUNS SHALL BE COORDINATED IN -D4- GATE VALVE . DIA DIAMETER OD OVERFLOW ROOF DRAIN 7 CO ER.NES TO BE HUBLESS CAST IRON, GALVANIZED STEEL, FIELD WITH ALL OTHER TRADES PRIOR TO COMMENCING WORK. 36. CONTRACTOR SHALL VERIFY THAT FLOOR CONSTRUCTION WILL ALLOW DN DOWN PSI POUNDS PER SQUARE INCH - s PLUG VALVE s 8. VENT PENETRATIONS THROUGH ROOF TO BE FLASHED. RUNNING OF SANITARY PIPING IN FLOOR AS SHOWN. Z _ DOM DO!VESTIC R RANGE 37. ALL HAND FIXTURES AND FIXTURES REQUIRING VACUUM BREAKERS TO BE � � ACCESS DOOR (COORDINATE FINISH WITH ARCHITECT) 9. WATER LINES TO BE COPPER: TYPE L-INTERIOR, TYPE K-EXTERIOR, TYPE EQUIPPED WITH INTEGRAL VACUUM BREAKERS. FINISH TO MATCH FIXTURE; DPCO DECK PLATE CLEAN OUT RD ROOF DRAIN K-SOFT BELOW FLOOR. COMPRESSED AIR, VACUUM AND NITROGEN PIPE ` V: s av TO BE COPPER TYPE L SEE FIXTURE SCHEDULE PROVIDED BY ARCHITECT. REDUCED PRESSURE ZONE DWG DRAWING RPZ VALVE TEXT/LINEWEIGHT WHICH INDICATES PIPING AND EQUIPMENT TO BE REMOVED ISSUE: 10. Dl70NIZED WATER PIPING TO BE SCHEDULE 80 POLYPROPYLENE. SEE �• ANY PENETRATION THROUGH FIRE RATED PARTITIONS, FLOORS OR CEILINGS, XXXX SPECIFICATIONS FOR DETAILS. SHALL BE STEEL SLEEVED AND SEALED WITH 3M BRAND U.L RATED FIRE DESCRIPTION DATE BY BARRIER CAULK OR APPROVED EQUAL (E) EXSTING SAN SANITARY 11, WATER LINES TO BE INSULATED AS NOTED ON INSULATION SCHEDULE. TEXT/UNEWEIGHT WHICH INDICATES EXISTING PIPING AND EQUIPMENT ISSUED TO DOH 05.03.17 CP 39. THE FOLLOWING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS AS XXXX a' 12. COVER ALL COPPER PIPING BELOW SLAB WITH "ARMAFLEX" TYPE ( ) DCIST EXISTING S.F. SQUARE FOOT ISSUED FOR CONSTRUCTION 05.05.17 CP REQUIRED BY THE INTERNATIONAL BUILDING CODE NEW YORK EDITION), INSULATION. SECTION 1621.3: ALL EQUIPMENT AND MACHINERY, ALL NEW PIPING FAI FRESH AIR INLET SS SERVICE SINK ISSUED FOR ADDENDUM 1 05.19.17 CP f: 2-1/2" AND LARGER (1-1/4" AND LARGER IN BOILER/MECHANICAL XXXX TEXT/LINEWEIGHT WHICH INDICATES NEW EQUIPMENT PLUMBING UPDATES 06.13.17 CP 13, ALL PLUMBING FIXTURES AND EQUIPMENT, EXCEPT BATHTUBS AND ROOMS) WITH HANGERS GREATER THAN 12" IN LENGTH FROM THE TOP OF FD FLOOR DRAIN STK. STACK REVISED PER DOH COMMENTS 07.11.17 CP SHOWERS, TO HAVE SHUT-OFF VALVES. PIPE TO STRUCTURE. SEISMIC USE GROUP I (II, III) AND SEISMIC SITE 14. ALL BRANCH LINES TO HAVE SHUT-OFF VALVES, ALL DISTRIBUTION RISERS CLASS D (C,B) SHAM BE USED FOR SEISMIC DESIGN CRITERIA, AS FL FLOOR ST STORM TEXT/LINEWEIGHT WHICH INDICATES NEW SANITARY/WASTE PIPING ISSUED FOR DOB APPROVAL 03.23.18 A PROVIDED 13Y THE OWNERS REPRESENTATIVE. XXXX SHALL HAVE SHUT-OFF VALVES AT THE BASE/TOP OF RISER. FPHB FREEZE PROOF HOSE BIB TYP. TYPICAL 15. ALL SHUT-01=F VALVES TO BE ACCESSIBLE. PROVIDE ACCESS DOORS 40• THIS CONTRACTOR IS RESPONSIBLE FOR ALL PAINTING ASSOCIATED WITH WHERE NECESSARY. SHUT-OFF VALVES MUST BE PROVIDED FOR EACH CUTTING AND PATCHING. ALL PAINTING IN AREAS WITH COMPLETE FINISH FU FIXTURE UNIT LION UNLESS OTHERWISE NOTED TEXT/UNEWEIGHT WHICH INDICATES NEW UNDERGROUND SANITARY/WASTE RENOVATIONS TO BE BY GENERAL CONTRACTOR. XXXX PIPING 16. VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES IN FIELD. 41. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING OF FLOORS, G GAS V VENT ----_ - WALLS AND CEILINGS DAMAGED AS A RESULT OF THE PLUMBING GAL GALLONS V.T.R. VENT THROUGH ROOF TEXT/LJNEWEIGHT WHICH INDICATES NEW VENT PIPING 17. COORDINATE WORK WITH ALL OTHER TRADES, OWNER AND INSTALLATION TO MATCH EXISTING OR NEW FINISHES AS REQUIRED. :3z XXXX MANUFACTURIIM'S RECOMMENDATIONS. GALV GALVANIZED W WASTE 42. ALL PIPING SHALL BE STENCILED TO IDENTIFY THEIR SERVICE AND 18. IF WATER PRESSURE EXCEEDS 80 LBS., WATER PRESSURE REDUCING DIRECTION OF FLOW. STENCILS SHALL HAVE PRESSURE SENSITIVE GC GENERAL CONTRACTOR WH WATER HEATER W TEXT/LINEWEIGHT WHICH INDICATES NEW STORM PIPING VALVE SHALL. BE INSTALLED IN WATER MAIN AFTER METER. ADHESIVE BACKING. XXXX 19. PROVIDE DIELECTRIC FITTINGS BETWEEN DISSIMILAR MATERIALS. 43. WHEN THE WATER PIPING SYSTEM IS COMPLETE, THOROUGHLY FLUSH ALL GEN. GENERATOR WC WATER CLOSET w DIRT, SEDIMENT, SOLDER, ETC., OUT OF THE SYSTEM, REMOVING ALL TE�fT/LINEWEIGHT WHICH INDICATES NEW UNDERGROUND STORM PIPING 20. LEAD-FREE SOLDER TO BE USED ON DOMESTIC WATER PIPING JOINTS. STRAINERS, VALVE S1T]uI SEATS, ETC., REQUIRED TO ACCOMPLISH THE GPM GALLONS PER MINUTE WT WASHER TRIM .� XXXX FLUSHING. 21. GAS PIPING TO BE STANDARD WEIGHT BLACK STEEL PIPE, SCHEDULE 40. A. REFILL ENTIRE POTABLE HOT AND COLD WATER SUPPLY SYSTEM HB HOSE BIB <: INSTALLATION SHALL BE IN ACCORDANCE WITH THE RULES AND WITH CHLORINE SOLUTION (HTH OLIN CHEMICAL CORP.) ATA TEXT/LINEWEIGHT WHICH INDICATES NEW GAS PIPING REGULATIONS OF THE LOCAL UTILITY COMPANY. GAS SYSTEM SHALL BE STRENGTH TO MEET MINIMUM STANDARDS OF THE DEPARTMENT OF XXXX TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITIES HEALTH, AND FOR A PERIOD OF RETENTION AS STIPULATED. HAVING JURISDICTION. MAXIMUM OPERATING PRESSURE OF GAS SYSTEM .5 PSI. ALL EXTERIOR GAS PIPING SHALL BE PAINTED. B. THOROUGHLY FLUSH PIPING SYSTEM WITH FRESH WATER IMMEDIATELY PRIOR TO FINAL ACCEPTANCE. XXXX TEXT/UNEWEIGHT WHICH INDICATES NEW MEDICAL GAS PIPING 22. PLUMBER IS RESPONSIBLE FOR ALL LOW VOLTAGE WIRING FOR EQUIPMENT 44• REVIEW OF SHOP DRAWINGS BY ENGINEER SHALL BE LIMITED TO ONE INSTALLED UNDER HIS CONTRACT. ELECTRICIAN IS RESPONSIBLE FOR REVIEW, AND A SECOND REVIEW OF ANY REQUIRED RESUBMITTED DATA IF - r POWER WIRING ONLY. ENGINEER IS REQUIRED TO RETURN SHOP DRAWINGS FOR A THIRD (OR TEXT/LINEWEIGHT WHICH INDICATES NEW COLD WATER PIPING ' MORE) SUBMITTAL AND REVIEW, CONTRACTOR IS LIABLE FOR PAYING 23. ANY XXXX €<. DO NOT SCALE PLANS ED INSULATION ON ANY EXISTING PIPING TO BE REUSED WITHIN THE AREA UNDER CONSTRUCTION SHALL BE REPAIRED WITH THE SAME ENGINEER FOR TIME SPENT ON SUBSEQUENT REVIEWS AS PER THE ARCHITECT OF RECORD TYPE OF INSULATION AS EXISTING. (EXCEPT ASBESTOS), ENGINEERS STANDARD HOURLY RATE SCHEDULE. XXXX TEXT/LINEWEIGHT WHICH INDICATES NEW HOT WATER PIPING 24. FILING OF PERMIT FOR PLUMBING WORK FOR THIS SPACE AS WELL AS 45. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL Terjesen Associates, Architects PAYMENT OF ALL APPLICABLE FEES, REQUIREMENTS FOR INSTALLATION, CONNECTION, EXTENSION OR AND PREPARATION OF ALL DRAWINGS 248 West 35th Street 11th Floor New York, NY 10041 REQUIRED FOR FILING PLANS AND PERMITS (WITH NYC DEPARTMENT OF MODIFICATIONS TO ALL UTILITY SERVICES WITH RESPECTIVE PROVIDERS. TEXT/LINEWEIGHT WHICH INDICATES NEW HOT WATER RETURN PIPING -, �()p( 21 .239.1526 Fax: 212,736.7899 BUILDINGS) I.; INCLUDED. COPIES OF ALL EXECUTED PERMITS AND 46. PROVIDE A VENTED GAS PRESSURE REGULATOR ON ALL EQUIPMENT THAT DRAWINGS SHALL BE FORWARDED TO ENGINEER FOR RECORD. REQUIRES LOWER THAN LINE GAS PRESSURE. E-mail: info@terjesenarchitects.com 25. CONTRACTOR'S PRICE SHALL INCLUDE ALL BANGERS, INSERTS, TESTING, 47. INSTALL SLEEVES FOR ALL PIPES WHICH PASS THROUGH WALLS, FLOORS MECHANICAL ENGINEER TOOLS, SUPERVISION, LABOR, COORDINATION, MATERIALS, EQUIPMENT, AND CEILINGS. WHERE PIPES ARE TO BE INSULATED, THE SLEEVE SHAM D R A WING L 1ST y '�p REMOVALS, CAPPING, PATCHING, DISPOSAL, AND OTHER NECESSARY ITEMS BE LARGE ENOUGH M ACCOMMODATE INSULATION, SLEEVES SHALL BE q� TO PROVIDE THE PLUMBING INSTALLATION AS SHOWN ON THE CONTRACT FLUSH WITH FINISHED SURFACES AT BOTH ENDS, ON FINISHED SURFACES EP 110 William Street 32nd Floor New York, NY 10038 DOCUMENTS. IN EXPOSED AREAS PROVIDE ESCUTCHEONS COMPATIBLE WITH FINISH. UNDERGROUND SLEEVES SHALL BE CAULKED AND WATERPROOFED WITH P - 100 . 00 PLUMBING SYMBOLS , NOTES & ABBREVIATIONS 212.257.6190 Fax: 212.994.8091 26. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER LEAD, AND ACCEPT/BLE CONSTRUCTION, INSTALLATION, OR OPERATION OF ANY www.EPENGINEERING.com P - 300 . 00 PLUMBING CONSTRUCTION PLAN - CELLAR ITEM WITHIN 'THE SCOPE OF WORK AS DETERMINED BY THE ENGINEER 48. PROVIDE UNIONS IN ALL PIPING CONNECTIONS TO EQUIPMENT. STRUCTURAL ENGINEER SHALL BE INCLUDED AS IF IT WERE SPECIFIED OR INDICATED ON THE P - 301 . 00 PLUMBING CONSTRUCTION PLAN - GROUND FLOOR - DOMESTIC WATER DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL 49. PROVIDE PIPE ANCHORS, GUIDES, AND EXPANSION JOINTS OR LOOPS IN Engineering Firm MEANS AND METHODS DURING THE EXTENT OF CONSTRUCTION. ALL H.W. AND H.W.C. MAIN SUPPLY PIPING AND SEGMENTS OF SUCH PIPE P - 3 0 2 . 0 0 PLUMBING CONSTRUCTION PLAN - GROUND FLOOR - SANITARY & VENT Address 27. BEFORE SUBIAITTING BID, CONTRACTOR SHALL CONDUCT AN ON-SITE THAT EXCEED 30'-0" IN LENGTH. P -400 . 00 PLUMBING CONSTRUCTION PLAN - MEDICAL GASES Phone Fax: INSPECTION TO VERIFY EXISTING CONDITIONS. ALL WORK SHOWN IS A 50. ALL PIPING INSTALLED ON THE ROOF SHALL BE SUPPORTED BY PILLOW SCHEMATIC REPRESENTATION OF DESIGN INTENT. COORDINATION WITH P - 5 0 0 . 0 0 PLUMBING RISER DIAGRAM E-mail: BLOCK PIPE STANDS AS MANUFACTURED BY MIRO INDUSTRIES OR EXISTING SERVICES, INCLUDING THOSE OF OTHER TRADES, IS REQUIRED APPROVED EQUAL. `'"'"'�: AND SHALL BE PROVIDED AT NO ADDITIONAL COST. ANY MAJOR P - 6 0 0 . 0 0 PLUMBING SCHEDULES PROJECT DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER PRIOR TO THE 51. SAFETY ASPECTS OF THE WORK ARE EXCLUSIVELY THE RESPONSIBILITY OF �+ ' COMPLETION OF THE BID PERIOD. THE CONTRACTOR. P - 7 0 0 . 0 0 PLUMBING E T A I L S SOUTHOLD A S P - 800 . 00 PLUMBING SPECIFICATIONS 28. CONTRACTOR SHALL VERIFY ALL INDICATED EXISTING CONDITIONS BEFORE 52. All MANNER OF DERRICKS, MACHINERY, SCAFFOLDING, AND TOOLS OF (1 OF 2 ) _ 700 BOISSEAU AVENUE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER. THE EVERY DESCRIPTION REQUIRED FOR THE PROPER EXECUTION OF THE P - 8 0 1 . 0 0 PLUMBING SPECIFICATIONS 2 OF 2 ) DRAWINGS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE WORK SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. THESE ( SOUTHOLD, NY EXISTING VIS113LE CONDITIONS, OR FROM DRAWINGS AND INFORMATION FACILITIES SHAM BE FURNISHED IN ACCORDANCE WITH ALL SAFETY CODES. FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED B1' THE CONTRACTOR SHALL REMOVE THEM PROMPTLY FROM THE SITE WHEN THEY ENGINEER. ARE NO LONGER REQUIRED. RIGGING AND HOISTING IS ALSO THE ;; a::*,m.: :vr.eMa<::::::::::...;:::n:.:::. ..........m•. ,.::ear,: 29. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH RESPONSIBILITY OF THE CONTRACTOR, THE CONSTRUCTION CONTRACTOR DRAWING TITLE FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PLUMBING REQUIREMENTS OF ARCHITECT, ENGINEER, OWNER, CONSTRUCTION PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN MANAGER, BUILDING MANAGEMENT, NEIGHBORHOOD ASSOCIATION, AND/OR CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SYMBOLS, NOTES AUTHORITY WkVING JURISDICTION. 53. RECORD AS-BUILT DRAWINGS SHALL BE SUPPLIED AFTER COMPLETION OF & ABBREVIATIONS 30. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNION AND EQUAL THE WORK SHOWING ANY ALTERATIONS, ADDITIONS AND/OR DELETIONS TO . OPPORTUNITY STANDARDS OR REQUIREMENTS WHERE APPLICABLE. THE SYSTEM INSTALLED. 31. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL DATE EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED 7110117 CONSTRUCTION AREA. ANY DAMAGE CAUSED BY, OR DURING THE EXECUTION 011 THIS WORK IS THE RESPONSIBILITY OF THE CONTRACTOR PROJECT NUMBER AND SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE 2017.025 CONTRACTOR'S EXPENSE. DRAWN BY JD r to ARS SCALE a AS NOTED 7 u DRAWING NUMBER o'rn v =1 00M00 OF N� .,. L. Y ..:......... .. ". SEAL SHEET N0: 1 OF 10 ,. .. N�, .. '• uro :a..,. .�. " ,�.'...... ::;.,:;..: ..;.�;,, ;;.,.�,: '....:",ii::::::i€i::::::,,:;�:'. ......... .:c:�€ .;�.e. .. `"::..„yam, ...y,�sa.m:,:'�"'',`.a�:"s:i PLAN NOTES 3 1j"BURIED GAS .. NORTH FORK � 1. ALL PIPE SIZING SHOWN FOR REFERENCE ONLY. REFER TO PLUMBING RISER 17� GAS UP 7¢" BURIED GAS DIAGRAMS ON SHEET P-500 FOR ADDITIONAL INFORMATION. ,..... BURIED GAS 11�' GAS UP ;. ,;; •,�, ,. 2 GAS UP S C LLC, i OF 13t.I 11Dir,10 A, , ..:............ :...::....:. 700 BOISSEAU AVE, SOUTHOLD, N ... ......... b.. v ..,. ....:.. ...: ..:::.... :..... ...a. 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NON x 2 —POTAB NONPOTABLE WATER RPZ ISSUED TO DOH 05.03.17 , CP I WATER- TO HUMIDIFIERS ISSUED FOR CONSTRUCTIONO5_ CP 2" NPW UP 1 ' ISSUED FOR ADDENDUM 1 05.19.17 CP ' 4 -Y4" HWR UP PLUMBING UPDATES 06.13.17 CP w 2ft HW UP " DB ' 2 CW UP REVISED PER DOH COMMENTS 07.11.17 CP C- 1 2 ISSUED FOR DOB APPROVAL 03.23.18 CP - 2 NEW DCDA BACKFLOW - FIRE PREVENTION PREVENTION DEVICE v.. M. NEW RPZ;BACKFl.�VV::F..:.,,.':, PREVENTION DEVICE 5 NEW 2" DOMESTIC EXISTING 4" FIRE WATER SERVICE SERVICE TO REMAIN. L UMBING CONS TR UC TION PL A N - CEL L A R - D OMES TIC WA TER EFSCALE: 3/16"=1'-0" DO NOT SCALE PLANS a' A., ARCHITECT OF RECORD <„s '� � Architects : WK 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 x E-mail: info@terjesenarchitects.com X. 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SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY ..... ....... 16' KEY NOTES CONTRACTOR SHALL PROVIDE ADD-ALTERATE PRICING FOR REPLACEMENT OF EXISTING GAS METER WITH NEW 2* NATIONAL GRID GAS METER AND NEW SERVICE. COORDINATE INSTALLATION WITH NATIONAL GRID. 4 O AC UNITS (BY MECHANICAL CONTRACTOR). COORDINATE EXACT NATURAL GAS POINT OF CONNECTION WITH MECHANICAL CONTRACTOR IN FIELD. Z ISSUE: DESCRIPTION DATE BY ISSUED TO DOH 7.03.117 CP ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP ........... REVISED PER DOH COMMENTS 07.11.17 CP 2 2 77 ISSUED FOR DOB APPROVAL 03.23.19 CP 1X' G DN 1V G DN 2" G DN HUMIDIFIER (BY . MECWICAQ ....... .... ,,,..w».,,,»,,.. .......... ...... .................... .............. ..................................... ........... .. ......... _5 7 SK .. . ....... MECHANICAL W HUMIDIFIER BY �7 ) NPW 1 1 . .. ..... ICAL ................. 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Z PiMuMBIN6 CONS TR UC TION PA R TPI A N - CEL L A R O PULSE TRANSDUCER PIPED BACK TO COMBINATION ALARM PANEL. PROVIDE 1 Y+ COPPER TUBING HOMERUN BACK TO COMBINATION MASTER ALARM PANEL. SCALE: 3/16"=1'-0- ISSUE: DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CP _ ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 P PLUMBING UPDATES 06.13.17 CP I< F REVISED PER DOH COMMENTS 07.11.17 CP , ISSUED FOR DOB APPROVAL 03.23.18 CP 2- VENT UP/DN. TERMINATE W/ 4" VTR VAC LINE DOWN TO VAC PUMP a�e .......... <... ?> ... .... ., .. ....... .... ......_ < :. .. ...r.. ...... .. � ... .. .,. ,. a KK:,... 4 , L I w :. .: 4.02 "02 -02 x'02 -Y"02 3'4"02 �4"02 "02 4"02 ;:....: 02-- � �'4"VAC '%"VAC X"VAC -"VAC X"VAC Y4"VAC "VAC )"VAC Y"VAC "VAC 1 AC 4 ' k. 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VENUE AU A e S OUTHOLD, NY DRAWING TITLE PLUMBING MEDICAL GAS , — GROUND FLOOR DATE ... , 6114117 PROJECT NUMBER .............. ................................................. .. ... ............................................................. .............. .. . ............................ = 2017.025 DRAWN BY JD EC ARCy, SCALE -a AS NOTED tY U DRAWING NUMBER L UMBING CONS TR UC TION PL A N - 6R O UND R O OR rt m 1 SCALE: 3/16"=1'-0" s02618 y0Q kP=400mOO o�N� SEAL SHEET N0: 5 OF 10 . ...... .... .. 4' VTR 4" VTR 4' VTR 4" ROOF VTR ATTIC . NORTH FORK �, �2" 1 2" 20 r-2' .................... ...... ---------- 2w ---------------- ----------- ------ ...... r----------- ------- ------- --------m-------i r----------------i------ r B S`--T--------r-- + ————————r—————— r--------I ------- _2N _J�D S C LLC I avA SK SK\j EW 11 / SK \ /SK2\ SK SK SK SK /—SK4\ I/SK3\ SKS av 1 IrSK I WC i N i WC WC WC CS 700 BOISSEAU AVE, SOUTHOLD, NY 1 \114 \L-2 J6 \��l \Q \L-1 2 1 1 _j 1 \113 _SH 1-3 1-1 __9/ DF 1-4 1-2 Ss /SS 1 ST FLOOR ................ ........... ....... r.__j 3v T4* PUMP DISCHARGE ry v A X 11, A t3 L3- L4- L4- L4- L4' ------------------ ----------------—---------------------- ---------------------------------- --------------------- ______________________—___i -------------t2 CELLAR SP\ L UMBIN6 RISER DIA GRA M SA NI TAR Y & VENT r3- 3N z SCALE: NTS ROOF ISSUE: Alm ......... .............. ..... . . ..... 4N. J�440 . . ...... ... . ..... ........... A47 An .. ................. ............. 4 4 'y4 DESCRIPTION DATE BY F1 --- did, N XW 4 1p ISSUED FOR ADDENDUM 1 05.19.17 CID 77 op 0 b ' PLUMBING UPDATES 06.13.17 P �— ISSUED FOR CONSTRUCTION 05 05 17 CP one u r Y4 TT ' REVISED PER DOH CO 07.11.17 CP /SK4\ SK2 /SK3\ / SS SK WC /aAV /OF SK WC WC /SK\ /SK5\ COMMENTS K,5 CS SK SK SS LAV SH \L-3/ \1-8/ EW ISSUED FOR DOB APPROVAL 03.23.18 CP 1-2 4 — 1 \!--V \L--l/' ';��7 \Lfy \t-1/ __1/ \\L__1/ 3 1-2 1 ST FLOOREis 444 /CP 2" 2w 11uN ET 4 SEE NON-POTABLE WATER RISER DIAGRAM 0 THIS SHEET FOR CONTINUATION WH /-WH C-1 C-1 M TP NEW 20 REDUCED PRESSURE ZONE ASSEMBLY DEVICE, ZURN MODEL 375XL PROVIDE 2- AIR 3 CELLAR .................... ............... ............ .......... ................. ... ....... . ........ ............- ........ .............. .......... ........ GAP. FITTING PIPED TO LOCAL FLOOR DRAIN. ...... ............. ..... ........ ............................... ...............- /DB ALL ISOLATION VALVES SHALL BE LOCATED ABOVE CEILINGS BUT ACCESSIBLE PER NEPA L UA491IV6 RISER DIA 6RA M D DMFS TIC WA TER 99 SECTION 5.1.4.11.2. VALVES SHALL MEET ALL REQUIREMENTS OF NEPA 99 SECTION L.E.- NTS 5.1.4.1.6 (TYPICAL FOR ALL ISOLATION VALVE) SCA MAIN LINE HI&LO PRESSURE VENT UP THROUGH ROOF. ALARM SWITCH �TERMINATE W/ 4" VTR lot in ATTIC lY440 IY40 4 ca 0 in in 4" WA—WA—% w—W—ft—Ma—Wma ft—W—W—ft—w it a—an— —0 IN fit 62-8 it r-------------j MIO Mo Mlo MIC MIO MIC MIO uIo MIC MIo Mo Mo Mb M� Mb Mlo ■ . Mn MIo No MIO MIO MID 41-2- VENT as in 3X3 OXYGEN GAS AUTOMATIC SWITCHOVER 40 -Y44 0 412 OR Oil OR at ca CR in T TF_Me W—w—w—w—W MANIFOLD, CHEMETRON MODEL 86-71-2100 DO NOT SCALE PLANS 13/40 MIO— 1 1 — — CONTROL UNIT WITH 86-71-0106 3X3 in in F a a .1 Fi=-*-?- 3/4* HEADER ASSEMBLY. PROVIDE 2' VENT UP F 2T_ a F a a a 'Y44 n . 49 y I THROUGH ROOF. REFER TO MANUF ARCHITECT OF RECORD 4 Y_ N N YP4 so to ACTURER'S _::U 4_ % N 0 pp INSTALLATION INSTRUCTIONS FOR ADDITIONAL 4' 4" 'y4m 4 N-L 0 1% 4 ;y4n 4 — N4 N4 4 4 4 R I INFORMATION PRIOR TO COMMENCING Terjesen Associates, Architects 0L NCING WORK. jo Oj 248 West 35th Street 11th Floor New York, NY 10001 L oin L 0-i 0-i 0j 0j 0-i I 0-i 0-i L 1ST FLOOR Co-j 0—i 9:J 9:J 0—i j &J 9:1 212.239.1526 Fax: 212.736.7899 L _--y—�MAIN LINE HI&LD E-mail: info@terjesenarchitects.com B O.R28 PRESSURE ALARM SWITCHCLASS CLASS B O.R. 27 PRE/POST-OP 12 ENDO 13 MED GAS SIX (6) OXYGEN TANKS. THREE (3) PRIMARY AND THREE (3) SECONDARY. PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO MECHANICAL ENGINEER REFER TO MANUFACTURER'S COMBINATION ALARM PANEL. PROVIDE COMBINATION ALARM PANEL PROVIDE COMBINATION ALARM PANEL. PROVIDE COMBINATION ALARM PANEL. PROVIDE r------- INSTALLATION GUIDE FOR ADDITIONAL X4- COPPER TUBING, HOMERUN BACK TO Y4" COPPER TUBING HOMERUN BACK TO V4* COPPER TUBING HOMERUN BACK TO Y4* COPPER TUBING HOMERUN BACK TO INFORMATION PRIOR TO INSTALLATION. Ep Ersumn COMBINATION MASTER ALARM PANEL COMBINATION MASTER ALARM PANEL. COMBINATION MASTER ALARM PANEL COMBINATION MASTER ALARM PANEL -------i'��REFER TO PLUMBING VENT 1:1 110 William Street 32nd Floor New York, NY 10038 PLAN P-301 FOR ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON MODE ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON 212.257.6190 Fax: 212.994.8091 ROUTING. 77-82-0034, FOR CLASS B O.R. 28 77-82-0034, FOR CLASS B O.R. 27 77-82-0044, FOR PRE/POST-OP 12 77-82-0033, FOR ENDO 13 MODEL 77-81-0002, FOR GROSS DECON www.EPENGINEERI NG.com . ............ .................... .............. ................... CELLAR STRUCTURAL ENGINEER VACUUM PUMP, CHEMETRON MODEL Engineering Firm DLV030-80T, 3HP, 17 SCFMEKEEPING VACUUM - 002Address L UM91AI6 RISfR DIA 6RA M - WDICA L 6A S PROVIDE 4" CONCRETE HOUSPAD WITH NEOPRENE VIBRATION ISOLATORS. Phone Fax: SCALE: NIS E-mail: PROJECT SOUTHOLD ASC ATTIC ATTIC..... ........ KEY NOTES .... . . .....- ..... ........... ............................ .... .. ... ........ . ......... 700 BOISSEAU AVENUE CONNECT TO EXISTING 40 SANITARY MAIN IN CELLAR. COORDINATE EXACT SOUTHOLD, NY in in 1 10-0131 POINT OF CONNECTION LOCATION IN FIELD. NEW 2" WATER SERVICE TO WATER MAIN AT STREET. COORDINATE WATER C1-J En-J SERVICE INSTAUA11ON WITH LOCAL WATER AUTHORITY HAVING JURISDICTION. DRAWING TITLE HUMIDIFIER (BY MECHANICAL) PLUMBING COORDINATE EXACT POINT OF /WH\ ONEW 2" REDUCED PRESSURE ZONE ASSEMBLY DEVICE, ZURN MODEL 375XL. CONNECTION IN FIELD (TYPICAL) 2' 4C PROVIDE 2" AIR GAP FITTING PIPED TO LOCAL FLOOR DRAIN AND 20 RISER DIAGRAM DOMESTIC WATER METER. COORDINATE INSTALLATION WITH APPROVED 1 ST FLOOR 1 ST FLOOR BACKFLOW PREVENTION PLANS PRIOR TO INSTALLATION FOR ADDITIONAL MECHANICAL UNIT MECHANICAL UNIT INFORMATION. NOTE: 1. ALL NON-POTABLE WATER DOWNSTREAM OF RPZ DEVICE (195 CFH) (195 CFH) SHALL BE LABELED IN ACCORDANCE WITH THE NEW YORK NEW 4" DOUBLE CHECK DETECTOR ASSEMBLY DEVICE, ZURN MODEL 350ADA, DATE A A INSTALLED ON EXISTING 40 FIRE SERVICE. COORDINATE INSTALLATION WITH STATE PLUMBING CODE, SECTION 608.8, INCLUDING BUT Lix- L2' L2' APPROVED BACKFLOW PREVENTION PLANS PRIOR TO INSTALLATION FOR 10/11/17 NOT LIMITED TO PURPLE PIPE IDENTIFICATION AND ADDITIONAL INFORMATION. BACKFLOW PREVENTION AND WATER SERVICE SIGNAGE. PROJECT NUMBER PIPING TO BE INSTALLED UNDER PLUMBING CONTRACT. SPRINKLER CONTRACTOR WORK BEGINS AT OUTLET SIDE OF BACKFLOW ASSEMBLY 2017.025 NEW 2" REDUCED PRESSURE ZONE ASSEMBLY /WH\ OUTLET CONTROL VALVE. DEVICE, ZURN MODEL 375XL PROVIDE 2" AIR DRAWN BY CELLAR GAP FITTING PIPED TO LOCAL FLOOR DRAIN. CELLAR 0 NEW 2" GAS SERVICE TO MAIN IN STREET. COORDINATE GAS SERVICE AND ........ JD ....... .......... ..... .. ...... ........................... METER WITH NATIONAL GRID PRIOR TO INSTALLATION. WATER HEATER WATER HEATER Ap SCALE (199 CFH) (199 CFH) V AS NOTED ONEW 2" NATIONAL GRID GAS METER 411 DRAWING NUMBER C) M p op P7UMT6176 RlSf R DIA 6RA M N01V- 0 TA 9L I WA TrR L UM91#6 RI ER DIA RA M - NA TURA L 6A S P =500moo 'Z�OF Mopi 4 1 SCALE: NTS 151 SCALE: NTS 2 ------ -- A 4-1 4-- 1 FID \1L-2/ Lr 12 11 373- 3* -30 -3- _'�-3 4' F4 t3' —3 _j 3■ 3 2 2 4. 21 Mw L I 44dJ X. X T prl 10 SEAL SHEET NO (D OF ... . ....... 40w PIPE AND FITTING SCHEDULE PLUMBING FIXTURE SCHEDULE FIXTURE MINIMUM PLUMBING CONNECTION SIZE �� IrN' ORTH FORK TACE FIXTURE TYPE FIXTURE MANUFACTURER/ MODEL NO. MATERIAL DESCRIPTION PIPE FITTING. ABBREVIATIONS A REMARKS COLD HOT DESCRIPTION SIZE REMARKS SWANI% VENT BOWL. AMERICAN STANDARD AFWALL WATER WATER WATER CLOSET TYPE SCHEDULE TYPE RATING ABB. DESCRIPTION ELON AMERICAN STANDARD ELONGATED BOWL ONLY, GATED FLUSH VALVE TOILET MODEL SOIL, WASTE AND VENT 2257.103. VITREOUS TOP SPUD VALVE. OPEN FRONT LESS COVER. MAXIMUM WATER CONSUMPTION: 1.6 GALLONS PER S C LLC AWWA AMERICAN WATER WORKS ASSOCIATION WC BOTTOM OUTLET ABOVE GROUND ALL CI - NH SV CI SV SEAT. BEMIS MODEL 1955CT CHINA. ELONGATED HEAVY-DUTY, INJECTION MOLDED 4" 2" 2" FLUSH CI CAST IRONVALVE.- DELANY MODEL 402-1.6. COLOR: WHITE SOLID PLASTIC TOILET SEAT. POLISH CHROME PROVIDE WATER HAMMER ARRESTOR ON ALL QUICK 700 BOISSEAU AVE, SOUTHOLD, NY SOIL, WASTE AND VENT CLD( CEMENT-LINED DUCTILE IRON FLUSH VALVE CARRIER: MIFAB MODEL MC-10. PLATED FLUSH VALVE. CLOSING DEVICES. ALL CI - H&S SV Cl Sv BELOW GROUND VITREOUS CHINA CS CARBON STEEL (BLACK IRON PIPE) BASIN: AMERICAN STANDARD M BASIN, REAR OVERFLOW DOMESTIC COLD WATER URRO RECESSED SELF-DRAINING DECK. SENSOR ALL CUS WROUGHT COPPER SOLDER (95/5) UNIVERSAL DESIGN WALL-HUNG LAVATORY COPPER TYPE L CUS STD HARD TEMPERED WITHIN BUILDING DIMJ DUCTILE IRON MECHANICAL JOINT MODEL 0954.000. ACTIVATED, CHROME PLATED BRASS, 4* DOMESTIC HOT WATER H&S HUB AND SPIGOT LAV LAVATORY VALVE: SLAON VALVE OPTIMA SERIES MODEL VITREOUS CENTERSET ELECTRONIC HAND WASHING MAXIMUM WATER CONSUMPTION: .25 GALLONS PER ALL COPPER TYPE L CUS CHINA. COLOR: FAUCET FOR TEMPERED OPERATION. PROVIDE 2" 1-1/2- 1/2- 1/2- CYCLE. PROVIDE SLOAN VALVE OPTIMA ACCESSORIES :; ........... PIPING STD HARD TEMPERED EBF-650 WHITE ES NH NO HUB W/HEAVY DUTY 4-BAND CLAMP STRAINER: SLOAN VALVE MODEL ETF-460-A. 110VAC ADAPTER. COORDINATE POWER MIX-60-A POINT OF USE MIXING VALVE. DOMESTIC HOT WATER CONNECTION WITH ELECTRICAL ENGINEER. STD CARRIER: MIDFAB MODEL MC-41 CONCEALED ALL COPPER TYPE L CUS STD HARD TEMPERED ARM CARRIER RECIRCULATION PIPING . FLOOR MOUNTED CONCEALED ARM LAVATORY SV SERVICE WEIGHT CARRIER. INDIRECT WASTE AND THD THREADED SHOWER HEAD: SYMMONS TEMPTROL MODEL WITH ARCH REFER ALL COPPER TYPE L Cus STD HARD TEMPERED SH TO BE COORDINATED CONDENSATE PIPING WE WELDED ASSEMBLY . C-96-500-830 WITH HAND SPRAY. TO ARCHITECTURAL PLANS FOR ADDITIONAL 3" 1-1/2" 1/20 1/2w MAXIMUM WATER CONSUMPTION: 2.5 GPM AT 80 PSI INFORMATION. DOMESTIC WATER 3" AND LARGER CLDI CLASS 52 DIMJ 250 FORMED #23 GAUGE, 300 SERIES . NICKEL SERVICE PIPING BASIN: DAYTON MODEL D12522 SINK PACKAGE BEARING STAINLESS STEEL, TOP MOUNT BASIN FAUCET. CHICAGO FAUCETS MODEL WITH THREE FAUCET HOLES. DECK MOUNTED SK SINK GAS PIPING, ABOVE 3* AND PROVIDE DIELECTRIC 786-GN1AE3CP CS NPS12 THD 2w 1-1/2- 1/2w 1/20 MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER GROUND SMALLER STD FITTINGS AS REQUIRED STRAINER: ELKAY MODEL LK335 8" FIXED CES ERS CONCEALED HOT AND MINUTE AT 6OPSI COLD WATERNK FAUCET. TYPE 316 STAINLESS STEEL STRAINER. GAS PIPING, ABOVE 4" AND LARGER CS NPS12 WE PROVIDE DIELECTRIC SURGICAL SCRUB SINK WITH INFRARED z GROUND STD FITTINGS AS REQUIRED MAC MEDICAL MODEL SS-32 W/ INFRARED ACTIVATED FAUCET. COORDINATE 110V POWER SK2 SCRUB SINK CONTROLS. CONNECTION WITH ELECTRICAL CONTRACTOR 20 1-1/2' 1/2" 1/2w MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER TRAP PRIMER PIPING ALL NO JOINTS ALLOWED BELOW MINUTE AT 60PSI COPPER TYPE L IN FIELD. I SLAB BASIN: JUST MANUFACTURING MODEL STAINLESS STEEL SINK BASIN, MEASURING TWO DLX-2249-A-GR. NOTES# 497x22"x10n DEEP WITH THREE (3) 1-1/2" R ISSUE: SK3 COMPARTMENT FAUCET. CHICAGO FAUCET MODEL 785. MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER LITE (CISPI) AND BE LISTED BY NSF SINK STRAINER: ELKAY MODEL LK-335 SIDESPRAY: MINUTE AT 60PSI 1. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE DIAMETER HOLES. 8" SPREAD FAUCET WITH 20 1-1/2' 3/4' 3/4' INTERNATIONAL. KOHLER ACCENT MODEL K-10101 GOOSENECK SPOUT, E3 AERATOR, 4* WRIST DESCRIPTION DATE BY 2. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED TO 50PSIG OVER OPERATING PRESSURE WITH A MINIMUM TEST PRESSURE OF 150PSIG. PIPING SHALL HOLD TEST BLADE HANDLES. PRESSURE FOR 2 HOURS. FORMED #23 GAUGE, 300 SERIES- NICKEL ISSUED TO DOH 05.03.17 CID BASIN: DAYTON MODEL D11515 SINK PACKAGE BEARING STAINLESS STEEL, TOP MOUNT ISSUED FOR CONSTRUCTION 05.05.17 FAUCET: CHICAGO FAUCETS MODEL CID 3. ALL SANITARY, WASTE AND VENT PIPING SHALL BE PRESSURE TESTED AT LEAST 10 FEET ABOVE THE HIGHEST POINT OF THE TESTED SYSTEM FOR 2 HOURS WITH NO LEAKAGE. SK4 PANTRY SINK BASIN. DECK MOUNTED 80 FIXED CENTERS 1-1/2- 3/4- 3/4- MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER 786-GNlAE3CP 2w ISSUED FOR ADDENDUM 1 05.19.17 CID CONCEALED HOT AND COLD WATER SINK MINUTE AT 60PSI STRAINER: ELKAY MODEL D5018A FAUCET. TYPE 304 STAINLESS STEEL PLUMBING UPDATES 06.13.17 STRAINER. CP INSULA TION SCHEDULE FORMED #23 GAUGE, 300 SERIES , NICKEL REVISED PER DOH COMMENTS 07.11.17 CP BASIN: DAYTON MODEL DPC1202010 SINK BEARING STAINLESS STEEL, TOP MOUNT BASIN ISSUED FOR DOB APPROVAL 03.23.18 CP PACKAGE FAUCET: CHICAGO FAUCETS MODEL WITH THREE FAUCET HOLES. DECK MOUNTED SK5 100 DEEP SINK 786-GN1AE3CP 2" 1-1/2" 1/2" 1/2- MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER PIPE PIPE Bw FIXED CENTERS CONCEALED HOT AND MINUTE AT 60PS1 STRAINER: ELKAY MODEL LK335 SYSTEM TION TYPE INSULATION REMARKS COLD WATER SINK FAUCET. TYPE 316 PIPE INSULA FITTINGS, VALVES, FLANGES SIZE THICKNESS INSULATION TYPE STAINLESS STEEL STRAINER. VITREOUS CHINA, WALL-HUNG, FLUSHING RIM, BOWL AMERICAN STANDARD MODEL 9512.013 CS CLINICAL SINK VALVE: SLOAN VALVE ROYAL FLUISHOMETER BLOW-OUT FLUSHING ACTION BOWL EXPOSED in MOLDED, PRE-FORMED MINERAL PROVIDE WATER HAMMER ARRESTOR ON ALL QUICK DOMESTIC COLD WATER ALL MINERAL FIBER, ASI, SSL MODEL 117-H. SERVICE SINK FLUSHOMETER FOR USE WITH 40 2w 20 TYPE I FIBER PVC JACKET CARRIER: MIFAB MODEL MC-61 TOP SPUD SERVICE SINK. FLOOR MOUNTED CLOSING DEVICES, SERVICE SINK CARRIER. DOMESTIC HOT WATER 1-1/4*& MINERAL FIBER, ASJ, SSL in MOLDED, PRE-FORMED MINERAL BASIN: FIAT PRCDUCTS TERRAZZO 6" MOP ONE PIECE, PRECAST TERRAZZO BASIN, WITH SMALLER TYPE I FIBER PVC JACKET SS SERVICE SINK SERVICE BASIN SB2424. STAINLESS STEEL STRAINER. EXPOSED YOKE, FAUCET. AMERICAN STANDARD MODEL 8345.101 WALL-MOUNT UTILITY FAUCET, BOTTOM FORK 3" 1-1/2- 1/2- 1/2- 1-1/2-& MOLDED, PRE-FORMED MINERAL BRACE, 60 SPOUT WITH PLAIN END. DOMESTIC HOT 'WATER MINERAL FIBER, ASJ, SSL 1-1/2- TYPE I LARGER FIBER PVC JACKET HEAVY DUTY WITH CAST IRON BODY, BOTTOM OUTLET, B" DIAMETER CAST IRON TOP, TRAP DOMESTIC HOT 'WATER 1-1/4*& in MOLDED, PRE-FORMED MINERAL FD FLOOR DRAIN ZURN Z-450B SERIES OR APPROVED EQUAL PRIMER CONNECTION, SEEPAGE PAN AND MINERAL FIBER. ASI, SSL CAST IRON RECIRCULATION SMALLER TYPE 1 3" 1-1/2n FIBER PVC JACKET COMBINATION MEMBRANE FLASHING CLAMP, 7" INV. TO OUTLET (MAX.) DOMESTIC HOT WATER 1-1/2"& MINERAL FIBER, ASJ, SSL 1-1/2" MOLDED, PRE-FORMED MINERAL SIOUX CHIEF MODEL 696 SERIES OXBOX DOUBLE RECIRCULATION LARGER FIBER PVC JACKET TYPE I OUTLET 13OX WITH DRAIN BOX WITH SAFVN'SOUND FLOOD PROTECTION SYSTEM INCLUDING CONTROL CONDENSATE DIRAINS ALL MINERAL FIBER. ASI, SSL 1/2- MOLDED, PRE-FORMED MINERAL WASHER OUTLET PANEL, TWO MOTORIZED RU VALVES, TWO LEAK RECESSED EQUIPMENT WITH 3/4' SUPPLY FIBER PVC JACKET TYPE I WT SENSORS, ONE WASHING MACHINE PAN AND TWO v: BOXES CONNECTIONS, 2' DRAIN CONNECTION, VALVES & 3x 1-1/2- 1/2- 1/2" ENGINEERED POLYMER HOSES. INTEGRAL WATER HAMMER ARRESTORS. HORIZONTAL STORM in MOLDED. PRE-FORMED MINERAL ALL MINERAL FIBER, ASJ, SSL DRAINS FIBER PVC JACKET TYPE I COORDINATE INSTALLATION LOCATION WITH ARCHITECT. DO NOT SCALE PLANS SANITARY FD TRAP IN in MOLDED, PRE-FORMED MINERAL ALL MINERAL FIBER, ASI, SSL TO BE COORDINATED WITH ARCHITECT. REFER MECH. ROOMS TYPE I INCLUDE 8 FT HORIZONTAL RUN WATER FILTRATION TO BE COORDINATED WITH ARCHITECT. REFER RECORD FIBER PVC JACKET WF TO ARCHITECTURAL PLANS FOR ADDITIONAL SYSTEM TO ARCHITECTURAL PLANS FOR ADDITIONAL :::ORD NOTESw INFORMATION. INFORMATION. Terjesen Associates, Architects 1. FIBERGLASS INSULATION: THERMAL CONDUCTIVITY .22 TO .28 BTU x IN./H x FT x 'F W/ 100*F MEAN TEMP. THICKNESS BASED ON ASHRAE 90.1, 2010, TABLE 6.8.3 TO BE COORDINATED WITH ARCHITECT. REFER 248 West 35th Street 11th Floor New York, NY 10001 SCOPE TO BE COORDINATED WITH ARCHITECT. REFER SID TO ARCHITECTURAL PLANS FOR ADDITIONAL 2. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION PROCESSING UNIT TO ARCHITECTURAL PLANS FOR ADDITIONAL 212.239.15216 Fax: 212.736.7899 INFORMATION. INFORMATION. UNIT REQUIRES 3.2 GPM 0 40 PSI MIN. E-mail: info@terjesenarchitects.com DRINKING DF ELKAY MODEL EHFSA8 SELF-CONTAINED, WALL HUNG, ELECTRICAL FOUNTAIN REFRIGERATED WATER COOLER. 20 1-1/2- 1/2- MECHANICAL ENGINEER EMERGENCY EW BRADLEY MODEL S19224BPT WALL-MOUNT HALO EYEWASH WITH STAINLESS EYEWASH STATION 2- 1-1/2- PROVIDE TEPID WATER EMERGENCY THERMOSTATIC V A L VE SCHEDULE STEEL BOWL 1/2- 1/2- ep MIXING VALVE, NAVIGATOR MODEL S19-200 EFX8 EP ENEMKO SIOUX CHIEF MODEL 695-E ELECTRONIC TRAP PRIMER ASSEMBLY: CONSISTING OF CIRCUIT BREAKER (MINIMUM 2 AMP), SWITCH 110 William Street 32nd Floor New York, NY 10038 PROVIDE WITH CABINET & ACCESS DOOR BASED ON TYPE ABBREVIATIONS TIMER, SOLENOID VALVE, ANTI-SIPHON 212.257.6190 Fax: 212.994.8091 REMARKS TP DESCRIPTION SIZE ELECTRONIC TRAP WALL CONDITIONS. COORDINATE ACCESS PANEL ATMOSPHERIC VACUUM BREAKER, 120V, SINGLE www.EPENGINEERING.com PRIMER FINISH WITH ARCHFECT. PHASE SURFACE OR RECESSED (REFER TO DWGS.) GATE GLOBE CHECK BALL PLUG BALM. ABB. DESCRIPTION COORDINATE NUMBER OF OUTLETS AS REQUIRED (REFER TO PIPE & FITTING SCHEDULE FOR BY QUANTITY OF DRAINS SERVED. MOUNT PER STRUCTURAL ENGINEER BALL VALVE FLANGED - FULL rm BVF PORT, BRONZE MATERIALS) MANUFACTURER'S REQUIREMENTS & Engineering Fi1/2" DOMESTIC COLD 'WATER 2" AND SMALLER GVT GLVT CVT BVT RECOMMENDATIONS. BALL VALVE THREADED - SIOUX CHIEF MODEL 695-01 Address BVT 2-PIECE, FULL PORT, 40OPSI, Phone Fax: BRONZE MECHANICAL TRAP COORDINATE CONNECTION TO NEAREST LAVATORY. MECHANICAL TRAP PRIMER ASSEMBLY (LEAD FREE): CALIBRATED BALANCING VALVE, MTP E-mail: PRIMER MOUNT PER MANUFACTURER'S REQUIREMENTS & DOMESTIC HOT WATER 20 AND SMALLER GVT GLVT CVT BVT CBV --- CBV BRONZE (REFER TO PIPE & FITTING SCHEDULE FOR RECOMMENDATIONS. PROJECT CVF CHECK VALVE FLANGED IBBM MATERIALS) CHECK VALVE THREADED CVT SOUTHOLD ASC DOMESTIC COLD WATER 2-1/2' AND LARGER GVF CVF BRONZE GVF GATE VALVE FLANGED IBBM GATE VALVE THREADED THERM05TA TIC MIXING V A L VE SCHEDULE GVT BRONZE 700 BOISSEAU AVENUE DOMESTIC HOT WATER 2-1/2* AND LARGER GVF CVF CBV --- MINIMUM FLOW SOUTHOLD, NY BE VALVE THREADED EQUIPMENT PRESSURE DROP/ MINIMUM FLOW INLET OUTLET MANUFACTURER GLVT EQUIPMENT TAG RATE (GPM)* 0 IBRONZE SERVED FLOW RATE RATE (GPM) TEMPERATURE CF) TEMPERATURE CF) REMARKS SEE NOTE 1 BACKFLOW PREVENTER 20 AND SMALLER BVT WH/1-1 MODEL NO. TMV/1-1 5 PSI/26 GPM .5 1.5 BRADLEY DRAWING TITLE FIRE PUMP ROOM PIPING 2-1/2- AND LARGER] GVF WH/1-2 140 110 S59-3080 NOTES* PLUMBING 1. MINIMUM FLOW RATE WHEN VALVE IS INSTALLED AT OR NEAR HOT WATER SOURCE WITH RECIRCULATED TEMPERED WATER AND CONTINUOUSLY OPERATING CIRCULATING PUMP. SCHEDULES F PUMP SCHEDULE 2. ALL MIXING VALVES SHALL BE LEAD FREE. DATE EQUIPMENT HEAD ELECTRICAL MANUFACTURER LXATION SERVICE PUMP TYPE FLUID GPM DOMESTIC WATER HEA TER/BOILER SCHEDULE 10/11/17 TAG (FT) REMARKS HP VOLTAGE PHASE RPM MODEL NO. HOT WATER PROJECT NUMBER CP/1-1 DOMESTIC INLINE WATER 5 12 1/8 TACO HEATER 115 1 3250 EQUIPMENT STORAGE TEMPERAIURE GIAS OIL INDIRECT ELECTRICAL MANUFACTURER OPERATING 2017.025 0012-SF3 RECOVERY PROVIDE WELL-X-TROL TAG (GAL-) RISE C9 GAS MBH MBH HEATING BOILER EFFICIENCY WEIGHT REMARKS SYNCROFLO DRAWN BY DB/C-1 CELLAR DOMESTIC DUPLEX WATER 60(EA.) 90 GPH VOLTS 3(EA.) 208 3 3450 60D32-125-IHL39-CAF MODEL WX-401C, 18 PRESSURE INPUT INPUT MBH PHASE kW MODEL NO. (LOS.) GALLON CUSHION TANK. WH/1_1 JD LITTLE GIANT DUPLEX ALDERON WH/1-2 WAR 1DUPLEX WATER HEATERS SIZED AT 75% SCALE L 9 1/3(EA.) 115 62001 O-WS30M CONTROL PANEL 2006 SNA201-100 1406 TOTAL BUILDING LOAD. DA 9-6 7. Sp/C-1 CELLAR WASTE DUPLEX WASTE 50(EA.) 3450 90 233 100 1 4u 199 LOCHI ------------ NOS: AS NOTED 1. 15 YEAR TANK AND HEAT EXCHANGER WARRANTY. DRAWING NUMBER rn 1. HOT WATER CIRCULATION PUMPS INSTALLED WITH FACTORY PROVIDED AQUASTAT SET TO RECIRCULATE HOT WATER AT 95*117. 2. PROVIDE THERMOSTATIC MIXING VALVE TWV11-1 FOR EACH WATER HEATER 0 68 I!G!Z'P 2. HOT WATER CIRCULATION PUMPS SHALL BE LISTED FOR USE IN DOMESTIC WATER SYSTEMS AND SHALL BE LEAD FREE. 3. PROVIDE AIR BLEED VALVE FOR EACH WATER HEATER 0 N P =600w00 3. DOMESTIC BOOSTER PUMP SHALL BE SKID MOUNTED WITH DUPLEX CONTROL PANEL AND CUSHION TANK. 4. PROVIDE 20 GALLON THERMAL EXPANSION TANK ETf1-11, AMTROL MODEL WX-202. SEAL SHEET NO 7 OF 10 ... ..... ..,....., z .:.... :,:<::::: ;;. , :.,. :::.:::: ......... s ...... .F.£'.. �.;k. aa ...w... .................... .::s:::f":k:" ..mss.. ... :. .. via. fix. OPTIONAL FUNNEL SECURE TO GRATE .. NORTH FORKI » » REMOVABLE STRAINER ......... ......... .. .......... ...... _.._ r 1-1/2 x1-1/2 x1/4 ANGLE FOR NOT MORE I MOUNTING HOLE 4 11 THAN (4) 2PIPES I PLACES TYP. 2-x2-x5/16- ANGLE FOR ADJUSTABLE HOUSING ' SC LLC STEEL ROD. SEE ALL OTHERS. TEMPERED 1/4" TUBE SPEC FOR SIZE I WATER SUPPLY COMPRESSION PRESSURE RELIEF VALVE, is 700 BOISSEAU AVE, SOUTHOLD, NY FINISHED FLOOR INSTALL AND PIPE IN OUTLET TO PIPE VENT TO 2" BELOW PIPE CLAMP WITH MANUFACTURER'S ACCORDANCE SYSTEM ROOM HVAC EXHAUST C/RRIER PIPE 1 VALVE REQUIREMENTS AND RECOMMENDATIONS OUTLET VALVE j INSULATION. SEEr— SPECIFICATIONS. COLLAR UNION i;1YP H.: INSULATION SADDLE ANGLE STEEL p PRESSURE REGULATOR MULTIPLE PIPES UP TO 4" ( THERMOSTATIC \ I THERMOMETER MIXING VALVE PANEL IS 3/16" THICK STEEL ROD 3/8" - 2" PIPE ALUMINUM, FINISH IS " " _ " UNION (TYP) CLEAR ANODIZED 1/2 0 - 2-1/2 4 PIPE I COMPACT PURGE 5/8-0 - 5 PIPE dt LARGER 36 DUAL BRAIDED ICHECK VALVE FLEX HOSE CHECK VALVE VALVE HOT WATER CARRIER PIPE O O I SUPPLY COLD WATER SUPPLY �. z INSULATION. SEE SPECIFICATIONS. -_ - -� � - 'RETURN FROM HOT CYUNDAR ISOLATION 1. STRAP CYLINDERS TO TWO CHANNELS i CLEVIS HANGERS VALVES I -RETURN SECURELY BOLTED TO WALL STRUCTURE. a SHIELD BALL VALVE RECIRCULATION PIPING ISSUE: CONCRETE FLOOR CHECK VALVE BALL VALVE SINGLE PIPES (TYPICAL FOR DESCRIPTION DATE BY EACH PUMP) ISSUED TO DOH 05.03.17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP PIPE HA NGER & SUPPOR T Df TA IL S FL 0 OR DRA IN Df TA IL MA S TER THERMOS TA TIC MIXING' VA L VE T YPI CA L GA S C YL INDER MA NIFOL D ISSUED FOR ADDENDUM 1 05.19.17 CP Lij SCALE: NTS 2 SCALE: NTS L3J SCALE: NTS 4 SCALE: NTS PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP I ' CHECK VALVE ISOLATION VALVE ISOLATION VALVE I i DOMESTIC (NORMALLY (NORMALLY i \4 WATER SUPPLY CLOSED) CLOSED) ; i SET SLEEVE IN WALL - - AND ANCHOR DURING DOMESTIC_WATE 0-_ DOMESTIC WATER BYPASS _ DOMESTIC WALL CONSTRUCTION ESCUTCHEON PLATES (BOTH WATER MAIN ` SIDES WHERE EXPOSED) _ _ _ TO BUILDING ;, 17 77 77 7J 77 77 7_7 INSULATION �- DOMESTIC WATER SUPPLY �- TO BUILDING 77 T - - - - - - _ CENTER PIPE IN I ISOLATION VALVE ISOLATION VALVE ISOLATION VALVE SLEEVE I (NORMALLY OPEN) (NORMALLY OPEN) (NORMALLY OPEN) --------------- ------------�---- I INVERT ELEVATION CHECK VALVE K AS SHOWN ON PLANSXX XX ` r. DB C-1 g` DUPLEX BOOSTER PIPE 8 PUMP PACKAGE I FIRE STOPPING AS REQUIRED. � DO NOT SCALE PLANS I I --- REFER TO SPECIFICATIONS FOR ' PACK WITH FIBERGLASS ADDITIONAL INFORMATION. �� ' " AND SEAL BOTH SIDES Z o' ARCHITECT OF RECORD PIPE SLEEVE HOUSEKEEPING PVC OR HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE PAD erjesen Associates, Architects POURED IN PLACE I WALL FINISH FLOOR 248 West 35th Street 11th Floor New York, NY 10001 SIZE .AS SHOWN ON PLANS ?' 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com 1. CONTRACTOR TO COORDINATE ALL WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION TO DETERMINE FIRE STOPPING REQUIREMENTS. MECHANICAL ENGINEER SLEEVE THR U CONCRE TE FO LINDA TION UI/A L L SF Ep mss rs�� PIPE SL EE VE THR U IN TERIOR WA L L Df IL D OMES TIC D UPL EX BD OS TER PUMP 110 William Street 32nd Floor New York, NY 10038 5 SCALE: NTS s SCALE: NTS Li SCALE: NTS 212.257.6190 Fax: 212.994.8091 www,EPENGINEERI NG.com STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: �-- cw - - - - - - - - ---- - - - CW -�-�-- - E-mail: -------�—Hw : Inc �� is .... :: ^'. .::y:rb .aeo- :. :'r::•':'tl:::::":::rsq:.u»ang».,...,nx 4Y,'^':.. '�Sm:r.... PROJECT SOUTHOLD ASC I ( WIRING FLUE BY HVAC FLUE BY HVAC TO J-BOX 700 BOISSEAU AVENUE r SOUTHOLD, NY AQUASTAT i I ASMEP & T ASMEP & T RELIEF VALVE �—RELIEF VALVE I STRAINER I RELIEF LINE DOMESTIC HW t DRAWING TITLE 14D'Flfi►--- TO FLOOR DRAIN RECIRC. PUMP I PLUMBING y RELIEF LINE 1 D ETAI LS .. TO FLOOR I O I GAS-FIRED DRAIN ,GAS-FIRED THERMAL b(AIEB WATER I HEATER BIER ; EXPANSION ' TANK ` THERMOSTATIC MIXING L.�--- --- -----+- --- --- --- fnMc I VALVE ASSEMBLYilia GAS INLEr I GAS INLET I DATE CW --�- - - 515117 DIRT LEG DIRT LEG FINISHED SLAB/FLOOR PROJECT NUMBER CONCRETE—� DRAIN VALVE —DRAIN VALVE 2017.025 HOUSEKEEPING PAD CONCRETE DRAWN BY HOUSEKEEPING PAD JD D ARCy� SCALE GA S-FIRED WA TER HEA TER DETAIL AS NOTED 7 SCALE. NTS cx U m DRAWING NUMBER 0263 yp4� ■ i. OF N� <r O 'm -•�..� SEAL SHEETNO: 8 OF 1(' ...... .. ..: '.:::: .:: .:..... ::iii:. .. ...::......:. ..... : .. ,> .: .. .. ....... ., ... .r....:. .. ..,.... Xdm. .wA.. ... ..........._ ... ... ..... .. PLUMBING SPECIFICATIONS: SENEE3AL BACKWATER VALVE - JAY R SMITH MODEL 7022S RETESTING. mORTH FORK :- THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A COMPLETE INSTALLATION AS BUILT DRAWINGS BACKWATER VALVE WITH MANUAL SHUT OFF JAY R SMITH MODEL 71508S INSPECT EACH INSTALLED UNIT FOR DAMAGE TO FINISH. IF DAMAGED, RESTORE AND MATCH FINISH TO ORIGINAL AT SITE INCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH ITEM AND SYSTEM. PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS TO BOTH THE BUILDING PIPE SLEEVES AND SEALS TO THE SATISFACTION OF THE ARCHITECT/ENGINEER; OTHERWISE REMOVE FIXTURE AND REPLACE WITH NEW UNIT. LANDLORD AND EP ENGINEERING. AS-BUILT DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN ........... .. ........... THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS REMOVE CRACKED OR DENTED UNITS AND REPLACE WITH NEW UNITS. EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR NECESSARY TO CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER STOP. PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE S C LLC INDICATED ON THE ARCHITECTURAL DRAWINGS. RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO PRODUCE A CLEAR AND SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP. CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY AND ELECTRONIC. CLEAN PLUMBING FIXTURES, TRIM, AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. 700 BOISSEAU AVE, SOUTHOLD, NY x MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL AN ° °° <::x°:,:.:. .. <°: !x::,:,,,....: „w ,!:.: ,,.: ,;��m...... �:....: AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR PROVIDE OAS-BUILT DRAWINGS' INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL REVISIONS CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, SLABS AND/OR CEILINGS WITH A U.L APPROVED D PROPERLY CENTERED. LAY / OUT ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT-OUTS AND SERVICE FOR NOT LESS THAN 5 YEARS. OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: FIRE/SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE RATING INCLUDING SMOKE TIGHT PARTITIONS. HOLES ARE REQUIRED USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED SURFACE. MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULA11ONS INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR APPROPRIATE PLUMBING FIXTURES PROVIDE CUT-OUT TEMPLATES FOR COUNTERTOP INSERT OR UNDERMOUNT ITEMS. > WHICH MAY APPLY MID NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS, WITH WASTE OUTLET CENTERED ON CODES OR REGULATIONS. FIXTURES: NEW, COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS, CARRIERS, SUPPLIES, STOPS, TRAPS, FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. J MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, CONCEALED TAILPIECES, WASTE PLUGS, CASINGS, HANGERS, PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENING F.. WELDING: QUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME B31.1, OR ASME UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, STRAINERS, EXPANSION DEVICES. PENETRATIONS THROUGH FIRE SEPARATIONS 831.9, AS APPLICABU:. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART, WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). STAINLESS STEEL: TYPE 302, 304, 316, OR 317, AS NOTED, SOUND DEADENED. \ EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. FIRE AND SMOKE SEAL UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ALL BRAZING: CERTIFY BRAZING PROCEDURES, GRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE FIRE AND/OR SMOKE RATED FLOOR AND PARTITIONS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. , VESSEL CODE, SECTION IX, FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. TRIMMINGS AND FITTINGS: CONSTRUCT OF FORGED, CAST, ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL AND OTHER SUITABLE NCN-CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR DISINFECTION OF POTABLE WATER SYSTEM RELATED DOCUMENTS CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. DETERIORATION. NC DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL - DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ANpSUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND OPERATING INSTRUCTIONS. ALL STOPS AND SUPPLIES SHALL BE MANUFACTURED BY BRASSCRAFT MANUFACTURING COMPANY OR APPROVED EQUAL POTABLE WATER SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH STATE AND LOCAL CODES BUT BY NOT LESS THAN ONE OF THE FOLLOWING METHODS BEFORE IT IS PLACED IN OPERATION: DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. PIPE MATERIALS MISCELLANEOUS PLLMBING SPECIALTIES DEFINITIONS THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE REFER TO SCHEDULE ON DRAWING. WATER HAMMER ARRESTORS: SHALL BE INSTALLED AT EVERY QUICK CLOSING PLUMBING FIXTURE OR PIECE OF CHLORINE AND ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. z FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, FURRED SPACES, PIPE EQUIPMENT. SHALL BE PISTON-TYPE, SEAMLESS, SIZED AS PER MANUFACTURER'S INSTALLATION REQUIREMENTS. SHALL BE CHASES, UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, PIPE LABELS THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLE AND TUNNELS. ABLE TO BE INSTALLED IN ANY ORIENTATION. CHLORINE AND ALLOWED TO STAND 3 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR-CODED, WITH LETTERING INDICATING EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED OCCUPIED SPACES AND SERVICE, AND SHOWING FLOW DIRECTION. MANUFACTURER: SIOUX CHIEF 650 SERIES 1 ISSUE: MECHANICAL EQUIPMENT ROOMS. PRETENSIONED PIPE LABELS: PRECOILED, SEMIRIGID PLASTIC FORMED TO COVER FULL CIRCUMFERENCE OF PIPE AND TO DESCRIPTION DATE BY ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. AIR VENT: BRONZE BODY, STAINLESS STEEL TRIM AND FLOAT, THREADED INLET AND OUTLET; 150 PSI WWP. EXPOSED, EXTERIOR INSTALLATIONS: EXPOSED TO VIEW OUTDOORS OR SUBJECT TO OUTDOOR AMBIENT TEMPERATURES GENERAL' TEST PLUMBING SYSTEMS TO SATISFACTION OF BUILDING OFFICIAL DO NOT CLOSE IN, CONCEAL, OR COVER ISSUED TO DOH 05.03.17 CP AND WEATHER CONDITIONS. EXAMPLES INCLUDE ROOFTOP LOCATIONS. SELF-ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT-TYPE PERMANENT-ADHESIVE BACKING. UP ANY PLUMBING WORK UN11L IT HAS BEEN TESTED INSPECTED AND APPROVED. MANUFACTURER: SARCO 13W SERIES. ISSUED FOR CONSTRUCTION 05.05.17 CP CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS FLUSH PIPING, PRIOR TO TESTING, TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE ENTERED DURING COURSE OF ISSUED FOR ADDENDUM 1 05.19.17 CP OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. USED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. ACCESS DOORS IN WALLS AND CEILINGS INSTALLATION. FLOW-DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE BOTH DIRECTIONS OR PLUMBING UPDATES 06.13.17 CP CONCEALED, EXTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM WEATHER CONDITIONS AND AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. AT EACH VALVE, CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS, FURNISH AN ACCESS DOOR. RIGID CONSTRUCTION REPAIR ALL LEAKS, DEFECTS OR DAMAGE REVEALED BY THE RESULTS OF THE TESTING AND RE-TEST THE SYSTEM. REVISED PER DOH COMMENTS 07.11.17 CP PHYSICAL CONTACT IT( BUILDING OCCUPANTS BUT SUBJECT TO OUTDOOR AMBIENT TEMPERATURES. EXAMPLES INCLUDE WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR INSTALLATIONS WITHIN UNHEATED SHELTERS. TIGHT SEAL ACCESS DOORS SHALL BE FLUSH MOUNTED, PRIME COATED WITH RUST INHIBITIVE PAINT, CONCEALED ISSUED FOR DOB APPROVAL 03.23.18 CP LETTERING SIZE: AT LEAST 1-1/2 INCHES HIGH. FRAME, FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. REFER TO DIVISION 8 DO NOT INSULATE OR CONCEAL PIPING UNTIL THE SYSTEM HAS BEEN TESTED AND THE RESULTS APPROVED. QUALITY ASSURANCE FOR ADDITIONAL REQUIREMENTS. VALVE TAGS PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT AND/OR ENGINEER. STEEL SUPPORT WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, "STRUCTURAL WELDING ACCESS DOOR SIZES SHALL BE: CODE--STEEL” VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4-INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2-INCH r r NUMBERS. 12 X 12 AT EASILY ACCESSIBLE ITEMS. STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE: 16' X 16" WHERE PARTIAL BODY ACCESS IS REQUIRED. SECTION IX, "WELDING AND BRAZING QUALIFICATIONS." TAG MATERIAL BRASS, 0.032-INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED HOLES FOR ATTACHMENT 24" X 240 WHERE FULL BODY ACCESS IS REQUIRED. HARDWARE. FASTENERS: BRASS WIRE-LINK OR BEADED CHAIN; OR S-HOOK. 01 COMPLY WITH PROVISIONS IN ASME 831 SERIES' 'CODE FOR PRESSURE PIPING." MANUFACTURER: MILCOR TYPE M SERIES, CESCO SERIES. VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2-BY-1I-INCH BOND PAPER. TABULATE VALVE NUMBER, CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND THAT PIPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), CERTIFICATION IS CURRENT. NORMAL-OPERATING POSITION (OPEN, CLOSED, OR MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES EXECUT10N ELECTRICAL CHARACTERISTICS FOR PLUMBING EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BE FOR EMERGENCY SHUTOFF AND SIMILAR SPECIAL USES. FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES, VALVE TAG SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA. GENERAL I CIRCUIT BREAKERS, AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES ARE SPECIFIED, EQUIPMENT SHAD- COMPLY WITH REQUIREMENTS. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE PIPE HANGERS. SUPPORTS. SEISMIC RESTRAINT. AND VIBRATION ISOLATION EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR DELIVERY. STORAGE, IND HANDLING PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS . DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT OF ALL PLUMBING EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH CITY INDICATED ON THE ARCHITECTURAL DRAWINGS. DELIVER HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. BUILDING CODE REQUIREMENTS AND ALL TENANT GUIDELINES. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL NECESSARY COMPONENT MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES STORE PLASTIC PIPES' PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. CUTS, PLAN LOCATIONS AND CALCULATIONS FOR A COMPLETE SYSTEM. REFER TO OTHER DIVISION 15 REQUIREMENTS. AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. COORDINATION PROVIDE NECESSARY STRUCTURAL MEMBERS, HANGERS AND SUPPORTS OF APPROVED DESIGN TO KEEP PIPING IN PROPER ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL L STATE AND NATIO FEDERAL COD DO NOT SCALE PLANS LOCAL, NAL/ ES AND REGULATIONS PREPARE AND SUBMIT COORDINATION DRAWINGS. REFER TO OTHER DIVISION 15 SECTIONS FOR REQUIREMENTS. BRACKETS, ETC., ARE SUPPORTED FROM CONCRETE CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATE WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH WATERPROOFING. ALL HUNGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. CODES OR REGULATIONS : CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS, BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDING ARCHITECT of RECORD COMPLETION OF THE ENTIRE PROJECT. STRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAY WELDING: OUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME 831.1, OR ASME BE MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION. ALL SUCH HUNGERS SHALL BE FINALLY ADJUSTED BOTH B31,9, AS APPLICABLE, CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND Terjesen Associates, Architects ; WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS IN THE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN CONTACT WITH COPPER OR BRASS PIPE WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). 248 West 35th Street 11th Floor New York, NY 10001 EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SHALL BE DIELECTRIC, COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE 212.239.1526 Fax: 212,736.7899 SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY INSULATION CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. BRAZING: CERTIFY BRAZING PROCEDURES, GRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE VESSEL CODE, SECTION IX, FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. E-mail: info@terjesenarchitects.com PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND STRUCTURAL SUPPORTS THAT ALT. PIPE HANGERS FOR DOMESTIC WATER SYSTEMS SHALL BE COPPER AND PROVIDED WITH INSULATION SHIELDS. REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED COORDINATION OF WORK W:: MECHANICAL ENGINEER s�� COLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION MANUFACTURERS: SO PS NOT TO DELAY PROJECT SCHEDULE CAREFULLY COORDINATE SPACE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN BE INSTALLED £' EP7.3 COOPER B-UNE, INC IN SPACES ALLOTTED THERETO, INCLUDING FINISHED SUSPENDED CEILINGS. SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE A KNOWLEDGE OF THE WORK OF OTHER TRADES, AND SHALL SHOW HILTI, INC. 110 William Street 32nd Floor New York, NY 10038 THE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. KINEMATICS NOISE CONTROL PREPARE AND SUBMIT COORDINATION DRAWINGS. 212.257.6190 Fax: 212.994.8091 ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF MASON INDUSTRIES www.EPENGINEERING.ccm CONSTRUCTION, TO ALLOW FOR PLUMBING INSTALLATIONS. TOLCO INCORPORATED ALTERATION WORK �' STRUCTURAL ENGINEER UNISTRUT COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED-IN-PLACE CONCRETE AND ALL EQUIPMENT, FIXTURES, PIPING, ETC. TO BE REMOVED, SHALL BE DISPOSED OF, TURNED OVER TO THE OWNER, OR Engineering Firm OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. INSULATION SALVAGED AS DIRECTED BY THE OWNER. EQUIPMENT, FIXTURES, PIPING, DEVICES, ETC. SHALL NOT BE REMOVED FROM Address COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR PLUMBING ITEMS REQUIRING ACCESS THAT ARE THE PREMISES WITHOUT THE OWNER'S APPROVAL CONCEALED BEHIND FINISHED SURFACES. ACCESS PANELS AND DOORS ARE SPECIFIED IN DIVISION 8 SECTION "ACCESS REFER TO SCHEDULE ON SHEET SP-600. Phone Fax: WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE OWNER'S AND PROJECT SCHEDULE AND PHASING. E-mail: DOORS AND FRAMES. ALL INSULATING MATERIALS SHALL COMPLY WITH THE FOLLOWING RATINGS: PROVIDE TEMPORARY SERVICES AND CONNECTIONS TO ACCOMMODATE THESE REQUIREMENTS. THE SHUTDOWN OR t' PROJECT TRANSFERENCE OF SYSTEMS SHALL BE COORDINATED WITH THE OWNERS REQUIREMENTS. =DINATION DRAWIT4GS FUAMESPREAD -25 F SOUTHOLD ASC SHEET METAL, PLUMBING AND FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH ARCHITECTURAL SMOKE DEVELOPED -50 ALL PIPING TO REMAIN SHALL BE PROPERLY PLUGGED, VALVED, CAPPED AND/OR BY PASSED SUCH THAT UPON AND STRUCTURAL DRAWINGS SHALT. BE SUBMITTED TO ENGINEER FOR REVIEW. DRAWINGS MUST BE RETURNED FROM FUEL CONTRIBUTED -50 COMPLETION OF WORK ALL ABANDON SYSTEMS ARE PROPERLY CONCEALED, AND THAT EXISTING SYSTEMS TO REMAIN, ENGINEER EITHER 'REVIEWED" OR "FURNISH AS CORRECTED" PRIOR TO BEING USED AS BASIS FOR COORDINATION REMAIN OPERATIONAL 700 B O I S S EA U AVENUE DRAWINGS. FIBERGLASS PIPING INSULATION (INTERIOR) SOUTHOLD, NY MOLDED FIBROUS GLASS WITH 3.5 POUNDS MINIMUM DENSITY, MAXIMUM K = .3 AT 200 DEGREE F. MEAN AND RATED TO NO DEAD ENDS SHALL BE LEFT ON ANY PIPING SYSTEMS UPON COMPLETION OF WORK. AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, REPRODUCIBLE COPIES 450 DEGREE F. THE INSULATION SHOULD BE SECTIONAL PIPE JACKETED WITH AN EMBOSSED VAPOR BARRIER LAMINATE SHALL BE SENT TO 111E OTHERS TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK: . (STING EXPOSED PIPING SYSTEMS NOT TO BE REUSED, AND NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE DRAWING TITLE PLUMBING CONTRACTOR MANUFACTURERS: COMPLETELY REMOVED. PLUMBING ELECTRICAL WORK OWENS-CORNING, TYPE 25 ASJ ALL SYSTEMS SHALL BE LEFT IN WORKING ORDER TO THE SATISFACTION OF THE OWNER UPON COMPLETION OF ALL NEW MECHANICAL PIPING WORK. SPECIFICATIONS SPRINKLER PIPING KNAUF - PIPE INSULATION WITH ASJ CERTAINTEED - TYPE 500 SNAP-ON WITH ASJ ALL EXISTING EXPOSED, UNNECESSARY PIPING RELATED TO NEW WORK SHALL BE COMPLETELY REMOVED. Of 2) PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, CONTRACTOR SHALL HAVE SUBMITTED SPRINKLER PLANS MANVILLE - MICRO-LOK 650 WITH AP JACKET AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING BUREAU FOR REVIEW. D.TYPE G - FIBERGLASS INSULATION FOR VALVES, FITTINGS, FLANGES (VAPOR SEAL INSULATION ALL PIPING NEW AND EXISTING TO REMAIN SHALL BE CONCEALED. RE-ROUTE OR REMOVE ALL EXISTING PIPING, AND AFTER ALL TRADES HAVE INCLUDED THOR WORK ON THE COORDINATION DRAWING AND NOTED CONFLICTS, ALL TRADES N )' SYSTEMS WHERE NECESSARY TO AVOID NEW EQUIPMENT, STRUCTURAL, MASONRY WORK OR AS REQUIRED BY THE DATE ' SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL. SIGN COORDINATION PROPOSED ALTERATIONS. `' 514/17 DRAWINGS, ITEMS NOT SHOWN ON COORDINATION DRAWING IS RESPONSIBILITY OF OMITTING CONTRACTOR AND MOLDED, FACTORY-FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY, MAX. K = .3 AT 200F, MEAN, RATED TO CONTRACTOR IS SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. 450 DEGREE F. ALL JOINTS TO BE SEALED WITH VAPOR BARRIER ADHESIVE AND WRAPPED WITH GLASS MESH TAPE PLUMBING FIXTURES PROJECT NUMBER EACH FITTING TO BE FINISHED WITH TWO COATS OF BENJAMIN FOSTER 30-36 VAPOR SEAL THE ARCHITECT AND ENGINEER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE ENGINEER WILL PROVIDE 2017.025 THE FIXTURES SHALL BE FURNISHED COMPLETE WITH CHROME PLATING ON EXPOSED PIPING OR TRIM. PROVIDE ANCHOR ASSISTANCE RELATIVE TO ACCEPTABILITY OF INSTALLATIONS. VALVES DRAWN BY BOLTS, HANGERS, STRAINERS, FAUCETS AND OTHER INCIDENTAL ITEMS FURNISHED AS STANDARD. PROVIDE LOOSE KEY SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL REVIEW FOR ACCEPTABILITY OF GENERAL: APPROVED MANUFACTURERS; APOLLO, MILWAUKEE VALVE STOPS AT EVERY FIXTURE ALL SUPPLY FITTINGS AND EXPOSED FIXTURE TRIM SHALL BE ALL BRASS, CHROME PLATED. JD INSTALLATIONS. ED AR SCALE EXAMINE ROUGHING-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED AND RE-INSTALLED IN REFER TO SCHEDULE ON DRAWING. CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, AND OTHER AS NOTED UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTIL n .. .../ I3 fr A 4A CONFORMANCE WITH COORDINAT10N DRAWINGS. cc, .� �1 U h DRAWING NUMBER BASIS OF DESIGN: BALL VALVES - APOLLO VALVES MODEL 70LF-100 OR 70LF-300 UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER, ALL ROUGH-IN TO - m EACH CONTRACTOR (MENTIONED ABOVE) IS RESPONSIBLE FOR THE COORDINATION OF HIS SUB-CONTRACTORS. MILWAUKEE VALVE MODEL UPB10O OR UPRA150 PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH-IN DIMENSIONS, AND REQUIREMENTS. GATE VALVE - APOLLO VALVES MODEL 102T-LF 0268 d P =800000 - - THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. MILWAUKEE VALVE MODEL UP115 �� y THE ENGINEER IS NOT RESPONSIBLE FOR THE COORDINATION PROCESS. THE ENGINEER WILL RESPOND TO QUESTIONS UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, TEST FIXTURES ��N� THAT ARISE FROM THE COORDINATION PROCESS. DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED CHECK VALVES APOLLO VALVES MODEL 161T-LF TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE, THEN �...- CONFLICTS ONLY. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. MILWAUKEE VALVE MODEL UP509 RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITH SEAL SHEET NO: 9 OF Ir :.x : ... .. .. ... :. M ... .. .v. .. .t::;.., `1xd t,. "'f :::, .,,., .Nd ..,. .. [, >vv .... .. .... .,. ...:J: :A mu a..v ..::: <.: ,::... ..... : .... ♦: :a a: .... ... ..>.",.:, .�.a „�,tt: ...,K.... :. a .........,x.......... ...:> ....._ .:.. . r '... .; :: .... .. ........... m• �t::'I ,...,:. ...,.:. '.'q,?E: ';.fix" PLWMBING SPECIFlCAMONS: <; MEDICAL GAS PIPING AND FITTINGS VACUUM PIPING: SECTION INCLUDES: MEDICAL-SURGICAL VACUUM PIPING, DESIGNATED "MEDICAL VACUUM." ,. NORTH FORK : A) DEFINITIONS 1. MEDICAL VACUUM PIPING SYSTEMS INCLUDE MEDICAL VACUUM, WAGD, DENTAL VACUUM, HVE, AND MEDICAL LABORATORY VACUUM PIPING SYSTEMS. SC LLC > B) ACTION SUBMITTALS , 1. PRODUCT' DATA: FOR EACH TYPE OF PRODUCT. 700 BOISSEAU AVE, SOUTHOLD, NY C) INFORMATIONAL. SUBMITTALS , 1. MATERIAL. CERTIFICATES: SIGNED BY INSTALLER CERTIFYING THAT MEDICAL VACUUM PIPING MATERIALS COMPLY WITH REQUIREMENTS IN NFPA 99. 2. FIELD QUALITY-CONTROL REPORTS. D) MAINTENANCE MATERIAL SUBMITTALS 1. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. �\ E) QUALITY ASSURANCE t 1. INSTALLER QUALIFICATIONS: MEDICAL VACUUM PIPING SYSTEMS FOR HEALTHCARE FACILITIES: ACCORDING TO ASSE STANDARD #6010 FOR MEDICAL-GAS-SYSTEM INSTALLERS. }R VACUUM PIPES, TUBES, AND FITTINGS: VACUUM PIPE, TUBES, AND FITTINGS SHALL COMPLY WITH NFPA 99 FOR MEDICAL VACUUM PIPING MATERIALS. A) MATERIALS: 1. COPPER MEDICAL GAS TUBE: ASTM B 819, TYPE L. SEAMLESS, DRAWN TEMPER THAT HAS E>. BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE OR ACCORD114G TO CGA G-4.1 FOR OXYGEN SERVICE. INCLUDE STANDARD COLOR MARKING "OXY." "MED," "OXY/MED," "OXY/ACR," OR "ACR/MED" IN BLUE. 2. WROUGHT-COPPER FITTINGS: ASME B16.22, SOLDER-JOINT PRESSURE TYPE THAT HAS BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE OR ACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE. 3. COPPER UNIONS: ASME B16.22 OR MSS SP-123, WROUGHT-COPPER OR CAST-COPPER ALLOY. 4. CAST-COPPER-ALLOY FLANGES: ASME 816.24, CLASS 150. 5. PIPE-FLANGE GASKET MATERIALS: ASME B16.21, NONMETALLIC, FLAT, ASBESTOS-FREE, ISSUE: 1/8-INCIH MAXIMUM THICKNESS, FULL-FACE TYPE. DESCRIPTION DATE BY 6. FLANGE (BOLTS AND NUTS: ASME B18.2.1, CARBON STEEL B) JOINING MATERIALSISSUED TO DOH 05.03.17 CP 1. SOLDER FILLER METALS: ASTM B 32, LEAD-FREE ALLOYS. INCLUDE WATER-FLUSHABLE FLUX ISSUED FOR CONSTRUCTION 05.05.17 CP ACCORD114C TO ASTM B 813. y C) VALVES ISSUED FOR ADDENDUM 1 05.19.17 CP 1. GENERAL REQUIREMENTS FOR VALVES: MANUFACTURER CLEANED, PURGED, AND BAGGED PLUMBING UPDATES 06.13.17 CP ACCORDIIVG TO CGA G-4.1 FOR OXYGEN SERVICE. REVISED PER DOH COMMENTS 07.11.17 CP 2. EXCEPTION: FACTORY CLEANING AND BAGGING ARE NOT REQUIRED FOR VALVES FOR WAGD SERVICE. ZONE-VALVE BOX ASSEMBLIES: BOX WITH MEDICAL GAS VALVES, TUBE EXTENSIONS, ISSUED FOR DOB APPROVAL 03.23.18 CP AND GAGES. MEDT L GAS SPECIALTY PRIOR TO PURCHASE, CONTRACTOR SHALL CONTACT STEVE WALDMAN WITH AWED HEALTHCARE PRODUCTS AT (610--651-0674) TO OBTAIN ALL PRICING AND INFORMATION FOR THE BELOW REFERENCED PRODUCTS, ZONE-VALVE BOXES: A) MANUFACTURERS: 1. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 9,. CHIEMETRON BY ALLIED HEALTHCARE PRODUCTS. o„ DESCRIPTION: FORMED STEEL BOX WITH COVER, ANCHORS FOR RECESSED , MOUNTING, HOLES WITH GROMMETS IN BOX SIDES FOR TUBING EXTENSION PROTECTION, AND OF SIZE FOR SINGLE OR MULTIPLE VALVES WITH PRESSURE GAGES AND IN SIZES REQUIRED TO PERMIT MANUAL OPERATION OF VALVES. MEDICAL AIR AND MEDICAL VACUUM TUBING, VALVES, AND GAGES MAY BE INCORPORATED IN ZONE VALVE BOXES FOR MEDICAL GASES. 1) INTERIOR FINISH: FACTORY-APPLIED WHITE ENAMEL 2) COVER PLATE: ALUMINUM WITH FRANGIBLE OR REMOVABLE WINDOWS. 3) VALVE-BOX WINDOWS: CLEAR OR TINTED TRANSPARENT PLASTIC WITH LABELING THAT INCLUDES ROOMS SERVED, ACCORDING TO NFPA 99. BRONZE BODY, SINGLE PORT BALL VALVES: A) MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: CHEMETRON BY AWED HEALTH PRODUCTS. 1. STANDARD: CHEMETRON 77. 2. DESCRIP11ON: THREE-PIECE BODY, BRASS OR BRONZE. 3. PRESSURE RATING: 300 PSIG MINIMUM. DO NOT SCALE PLANS 4. BALL-• FULL-PORT, CHROME-PLATED BRASS. 5. SEATS: PTFE OR TFE. ARCHITECT OF RECORD 6. HANDLE: LEVER. ^ 7. STEM: BLOWOUT PROOF WITH PTFE OR TFE SEAL. Terjesen Associates, Architects 8. ENDS: MANUFACTURER-INSTALLED ASTM B 819, COPPER-TUBE EXTENSIONS WITH PRESSURE GAGE ON ONE COPPER-TUBE EXTENSION. 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 t WATER PIPING: E-mail: info@terjesenarchitects.com A) BRASS PIPE WITH THREADED CAST BRASS FITTINGS OR TYPE 'L" COPPER TUBING WITH WROUGHT COPPER OR CAST BRONZE FITTINGS WITH 95-5 SOLDERED JOINTS. .. . W..w.... ... .� : . .... B) EXPOSED WATER PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED. MECHANICAL ENGINEER ep OXYGEN PIPING: AIR PIPING, DESIGNATED "OXYGEN." 11 9*16 °s 110 William Street 32nd Floor New York, NY 10038 A) INFORMATIONAL. SUBMITTALS 212.257.6190 Fax: 212.994.8091 1. QUALJFIG4TlON DATA: FOR TESTING AGENCY. 2. BRAZING CERTIFICATES. www.EPENGINEERING.com 3. FIELD QUALITY-CONTROL REPORTS. B) MAINTENANCE (MATERIAL SUBMITTALS STRUCTURAL ENGINEER 1. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH Engineering FIrm PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. Address C) QUALITY ASSURANCE 1. INSTALLER QUALIFICATIONS: MEDICAL GAS PIPING SYSTEMS FOR HEALTHCARE FACILITIES: Phone Fax: ACCORDING TO ASSE STANDARD #6010 FOR MEDICAL-GAS-SYSTEM INSTALLERS. E-mail: 2. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, WITH THE EXPERIENCE .. .,: ::;: ....;<.: 4.,. ...ah. ,....,; .... :,... AND CAPABILITY TO CONDUCT THE MEDICAL GAS PIPING TESTING INDICATED, THAT ISA PROJECT MEMBER OF THE MEDICAL GAS PROFESSIONAL HEALTHCARE ORGANIZATION OR IS AN NRTL, AND THAT IS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. QUALIFY TESTING PERSONNEL SOUTHOLD ASC ACCORDING TO ASSE STANDARD #6020 FOR MEDICAL-GAS-SYSTEM INSPECTORS AND ASSE �g STANDARD #6030 FOR MEDICAL-GAS-SYSTEM VERIFIERS. 700 BOISSEAU AVENUE 3. BRAZING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE SOUTHOLD, NY VESSEL CODE, SECTION IX, "WELDING AND BRAZING QUALIFICATIONS"; OR AWS B2.2, "STANDARD FOR BRAZING PROCEDURE AND PERFORMANCE QUALIFICATION." OXYGEN PIPES, TUBES, AND FITTINGS: SHALL COMPLY WITH NFPA 99 FOR MEDICAL GAS PIPING v DRAWING TITLE MATERIALS. PLUMBING A) MATERIALS 1. COPPER MEDICAL GAS TUBE: ASTM B 819, TYPE L, SEAMLESS, DRAWN TEMPER THAT HAS SPECIFICATIONS BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE; OR h ACCORDING TO CGA G-4.1 FOR AIR SERVICE. INCLUDE STANDARD COLOR MARKING "OXY," (2 Of 2) "MED." "OXY/MED." "OXY/ACR." OR "ACR/MED" IN GREEN FOR TYPE K TUBE AND BLUE FOR TYPE L 'TUBE. ,r �,.. ... .:.. : r.. 2. WROUGHT-COPPER FITTINGS: ASME 816.22, SOLDER-JOINT PRESSURE TYPE THAT HAS BEEN DATE MANUFACTURER CLEANED, PURGED, AND BAGGED FOR AIR SERVICE ACCORDING TO CGA G-4.1. 3. COPPER UNIONS: ASME 816.22 OR MSS SP-123, WROUGHT-COPPER OR CAST-COPPER 514117 ALLOY. PROJECT NUMBER 4. CAST-COPPER-ALLOY FLANGES: ASME B16.24, CLASS 150. ; 2017.025 a) PIPE-FLANGE GASKET MATERIALS: ASME B16.21, NONMETALLIC, FLAT, z' DRAWN BY ASBESTOS-FREE. 1/8-INCH MAXIMUM THICKNESS, FULL-FACE TYPE. b) LANGE BOLTS AND NUTS: ASME 818.2.1, CARBON STEEL 3 JD B) JOINING MATERIALS y �•ED AF,�,y/ SCALE 1. BRAZING FILLER METALS: AWS A5.8/A5.8M, BCUP SERIES, COPPER-PHOSPHORUS ALLOYS. AS NOTED C) VALVES 5 1. GENERAL REQUIREMENTS FOR VALVES: MANUFACTURER CLEANED, PURGED. AND BAGGEDa v 'Am DRAWING NUMBER ACCORDING TO CGA G-4.1 FOR AIR SERVICE. * K 2. ZONE-VALVE BOX ASSEMBLIES: BOX WITH MEDICAL GAS VALVES, TUBE EXTENSIONS, AND GAGES. P =801 moo OF N Y k SEAL SHEETNO: 10 OF JF .:......... .. ... .. .. :.a... - .::aw.e ^.' ,:.. ........:.,.:'r'i'................. : ,,, :,. ::.. ......,.. < % ..... ..... .:... ... ....:..,..t. a Vii: ..::U6,.. ::::::ax•...•::::`:': GENERAL NOTES ABBREVIA TIONS LEGEND ... NORTH FORK :: 1. ALL MATERIAL INDICATED AND IMPLIED ON THESE DRAWINGS SHALL 25. RECORD AS-BUILT DRAWINGS SHALL BE SUPPLIED AFTER HYDRAULIC CALCULATION NOTES: AHJ AUTHORITIES HAVING JURISDICTION SYM9OL DESCMPT11ON " " "" .... ............................... .......... ..........' .'..._....... SPRINKLER HEAD COUNT BE NEW UNLESS OTHERWISE NOTED. COMPLETION OF THE WORK SHOWING ANY ALTERATIONS AND/OR 1. ALL SPRINKLER SYSTEMS THROUGHOUT THE SPACE SHALL BE ARCH ARCHITECTURAL Q NEW CONCEALED SPRINKLER HEAD DELETIONS TO THE SYSTEM INSTALLED. HYDRAULICALLY CALCULATED BASED IN COORDINATION SHOPSC7 LLC 2. SPRINKLER SYSTEM TO COMPLY WITH NFPA STANDARDS, AND ALL DRAWINGS. AFF ABOVE FINISHED FLOOR TOTAL SPRINKLER HEADS 218 LOCAL AUTHORITIES HAVING JURISDICTION. 26. IF AN ARCHITECT IS THE PRIME PROFESSIONAL ON THE PROJECT, NEW UPRIGHT SPRINKLER HEAD REFERENCES TO "ENGINEER" SHALL APPLY TO ARCHITECT. 2. SPRINKLER SYSTEM LAYOUT AND CALCULATIONS SHALL COMPLY 700 BOISSEAU AVE, SOUTHOLD, NY 3. SPRINKLER PIPING TO BE TYPE SCHEDULE 40. BFP BACKFLOW PREVENTION DEVICE PIPE SCHEDULE H E D U L E WITH NYC BUILDING CODE, SECTION 14.4 NFPA 13- 2007 ED, 4 NEW SIDEWALL SPRINKLER HEAD 27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY FlREON OWNER'S INSURANCE CO. REQUIREMENTS AND GOOD ENGINEERING 4. CONCEALED PIPING SHALL BE INSPECTED BEFORE COVERING. PROTECTION THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING BLDG BUILDING 1. NEW BRANCH PIPE SIZING AS FOLLOWS: BUT NOT LIMITED TO TEMPORARY SPRINKLER PROTECTION, TEMPORARY PRACTICE. 4p NEW DRY SIDEWALL SPRINKLER HEAD 1 SP. HEAP 1• 5. SYSTEM SHALL BE SLOPED TO DRAIN. SPRINKLER PIPING SHALL STANDPIPE AND FIRE-WATCH, AS REQUIRED BY THE AHJ. 3. OCCUPANCY CLASSIFICATION: CONN. CONNECT BE DRAINABLE AS PER NFPA STANDARDS. EXISTING SPRINKLER HEAD TO REMAIN 2 SP. HEAD 1` LIGHT OCCUPANCY: APARTMENTS, CORRIDORS DCV DOUBLE CHECK VALVE ORDINARY OCCUPANCY: STORAGE SPACESMECHANICAL ROOMS 3 SP. HEAD 1 1/4` , k. 6. SUPPLY AND INSTALL INSPECTION TEST IN ACCORDANCE WITH NEPA Y, STANDARDS. TEST SHALL DRAIN TO THE OUTSIDE. NEW YORK STATE SPRINKLER NOTES: 4. SPRINKLER PROTECTING ORDINARY HAZARD OCCUPANCY SHALL DEP DEPT. OF ENVIRONMENTAL PROTECTION EXISTING SPRINKLER HEAD TO BE REMOVED 4 SP. HEAD 1 1/2' PROVIDE MINIMUM DENSITY OF DISCHARGE 0.15 GPM SQ. FT. OVER �Q SPRINKLER HEAD RELOCATION, CONNECT NEW 1"SP 5 SP. HEAD 1 1/2� 7. SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA STANDARDS 1 THE SPRINKLER SYSTEM SHALL COMPLY WITH THE FULL MOST HYDRAULICALLY REMOTE 1,500 SF. FT. MAXIMUM COVERAGE DIA DIAMETER BRANCH PIPED OVER TO NEW SPRINKLER HEAD 6 SP. HEAD 2' AND CONTRACT SPECIFICATIONS. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODEI I PER SPRINKLER HEAD 130 SF. FT. _< 8. SYSTEMS MUST BE ARRANGED IN SUCH A MANNER THAT NO SECTION BC 903, THE NEW YORK STATE FIRE CODE AND NFPA DN DOWN CONNECT TO EXISTING EXPOSED PIPES MAY APPEAR IN ANY FINISHED AREAS AND NO 13 - 2013. 5. MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE AS 10 SP. HEAD 2" TEST OR DRAIN COCKS MAY BE LOCATED IN FINISHED AREAS. REQUIRED BUT IN NO CASES IT SHOULD BE LESS THEN 7 PSI DWG DRNWING POINT OF DISCONNECT 11 SP. HEAD 2 1/2" 2. THE INSTALLATION COMPONENTS, SIZING, SPACING, CLEARANCES, (VELOCITY-MAX 20 FPS.) 9. ALL O.S.&Y. VALVES SHALL BE LOCKED IN THE OPEN POSITION POSITION AND TYPES OF SYSTEMS SHALL CONFORM TO BG (E) EXISTING AFTER THE SYSTEM HAS BEEN FULLY TESTED AND APPROVED BY 903.3. 6. CONTRACTOR SHALL PROVIDE HYDRAULIC DESIGN INFORMATION SIGN - - CHECK VALVE r. THE LOCAL FIRE SUBCODE OFFICIAL. CERTIFICATION OF THE PER NFPA 13 -2007, SECTION 24.5. FIXED TO WATERFLOW EXIST EXISTING SYSTEM MUST BE PRESENTED TO THE ENGINEER. 3. ONLY APPROVED MATERIALS SHALL BE USED AS PER CHAPTER 6. SWITCH IN WATER SERVICE AREA. HYDRAULIC INFORMATION SHALL PIPE DIMENSIONS - SECTION BC 903.3. BE AS SHOWN IN THE CONTRACT DOCUMENTS. EC EXTENDED COVERAGE - - CHECK VALVE WITH AUTO BALL DRIP PTZ)i 10. A SET OF SPRINKLER HEADS OF DIFFERENT TEMPERATURE RATINGS 4. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SCHEDULE 4 0 AS USED 114 THE PREMISES TOGETHER WITH REPLACING TOOL FDC FIRE DEPARTMENT CONNECTION r SYSTEM SHALL CONFORM TO NEPA 13 - 2013. tri Ft�v[-flG- FIRE HOSE VALVE SHALL BE LEFT IN A SPECIAL CABINET FOR EMERGENCY -..i NOMINAL OUTSIDE INSIDE DIAMETER REPLACEMENTS AS PER UNDERWRITERS CODE. COORDINATE 5. SPRINKLERS SHALL BE PROTECTED AGAINST FREEZING AND FL FLOOR PIPE SIZE DIAMETER LOCATION OF CABINET WITH AUTHORITY HAVING JURISDICTION. INJURY AS PER NEPA 13 - 2013. ora - - GATE VALVE 1' 1.315' 1,049" ISSUE: NUMBER SHALL BE DETERMINED BY FINAL INSTALLED SPRINKLER FP FIRE PUMP COUNT IN 13UILDING AS FOLLOWS: Zi 1 1/4" 1,860" 1,380" DESCRIPTION DATE BY 6. INSPECTIONS AND TEST OF SPRINKLERS SHAM BE CONDUCTED A) FACILITIES WITH LESS THAN 300 SPRINKLERS: GAL GALLONS �" 1 1/2" 1.900" 1.810" ISSUED TO DOH 05.03.17 CP PROVIDE 6 SPARE SPRINKLERS OF EACH TYPE AND AS PER NEPA 13 - 2013. � - OS&Y VALVE RATING INSTALLED IN FACILITY. 2' 2.375 2.06ISSUED FOR CONSTRUCTION 05.05.17 CP B} FACILITIES HAVING 300 TO 1000 SPRINKLERS: 7. THE OCCUPANCY OF THE AREAS TO BE SPRINKLERED IN GALV GALVANIZED 2 1/2 2.875 2.6350 - - ACCORDANCE WITH SECTION BC 903. -IAF- BUTTERFLY VALVE 3" 3.500■ 3.260 ISSUED FOR ADDENDUM 1 05.19.17 CP PROVIDE 12 SPARE SPRINKLERS OF EACH TYPE AND GC GENERAL CONTRACTOR RATING INSTALLED IN FACILITY. 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS 4' 4.500' 4.260" PLUMBING UPDATES 06.13.17 CP C) FACILITIES HAVING MORE THAN 1000 SPRINKLERS: PER NFPA 13 - 2013. GEN. GENERATOR �_ WATERFLOW SWITCH 6` 6'625" 6.357" REVISED PER DOH COMMENTS 07.11.17 CP PROVIDE 24 SPARE SPRINKLERS OF EACH TYPE AND 8' 1 8.625" 1 8.249' RATING INSTALLED IN FACILITY 9. PIPING, FITTINGS, SPECIFICATIONS, PIPE SCHEDULES, SYSTEM GPM GALLONS PER MINUTE ISSUED FOR DOB APPROVAL 03.23.18 CP 11. CONTRACTOR TO OBTAIN ALL NECESSARY APPROVALS D TEST PIPES. PROTECTION AGAINST CORROSION DAMAGE, VALVES, AN PERMITS �? PRESSURE GAUGE FILING FOR PERMITS FOR SPRINKLER WORK AS WELL AS PAYMENT HANGERS, SPRINKLERS, GUARDS AND SHIELDS SHALL BE AS PER HP HORSE POWER OF ALL APPLICABLE FEES, & PREPARATION OF ALL DRAWINGS OF 13 - 2013. REQUIRED f"OR FILING PLANS AND PERMITS WITH LOCAL AUTHORITY 10. STOCK OF EXTRA SPRINKLERS SHALL BE FURNISHED AS PER IN INCH Imo' TAMPER SWITCH SHALL BE PERFORMED BY THIS CONTRACTOR AS PART OF THE NFPA 13 - 2013 WORK SCOPE. COPIES OF ALL EXECUTED PERMITS AND DRAWINGS JP JOCKEY PUMP SHALL BE FORWARDED TO THE ENGINEER FOR RECORD. 11. SPRINKLER ALARM SHALL BE IN ACCORDANCE WITH NEPA 13 - HOSE RACK 2013 MAX MAXIMUM 12. CONTRACTOR'S PRICE SHALL INCLUDE ALL HANGERS, INSERTS, MEZZ MEZZANINE FDC}-- FIRE DEPARTMENT CONNECTION COUPLINGS, TESTING, TOOLS, SUPERVISION, LABOR, COORDINATION, 12. SPACING, LOCATION AND POSITION OF SPRINKLERS SHALL BE AS MATERIALS, EQUIPMENT, REMOVALS, CAPPING, PATCHING, DISPOSAL PER NEPA 13 - 2013. MIN MINIMUM X AND OTHER NECESSARY ITEMS TO PROVIDE THE SPRINKLER HYDRAULIC PIPE TAG INSTALLATION. 13. ALL CONCEALED SPACES EXCEEDING 6" IN WIDTH OR DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL SHALL BE SPRINKLERED NC/N.I.0 NOT IN THIS CONTRACT 13. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT IN ACCORDANCE WITH NEPA 13 - 2013. Ln HYDRAULIC NODE TAG NECESSARY FOR THE PROPER AND ACCEPTABLE CONSTRUCTION, NEPA NATIONAL FIRE PROTECTION ASSC. INSTALLATION, OR OPERATION OF ANY PART OF THE WORK AS 14. ALL PIPING PASSING THROUGH WALLS SHALL COMPLY WITH DETERMINED BY THE ENGINEER SHALL BE INCLUDED IN THE WORK SECTION BC-713. NTS NOT TO SCALEXX S.F. SPRINKLER NOT REQUIRED DUE TO ROOM SQUARE AS IF IT WERE SPECIFIED OR INDICATED IN THE DRAWINGS. FOOTAGE < 15. THERE IS NO HIGH PILED STORAGE AS DEFINED IN NFPA 13 PSI POUNDS PER SQUARE INCH 14. BEFORE SUBMITTING BID, CONTRACTOR SHALL CONDUCT AN -2013, N.A.S. SPRINKLER NOT REQUIRED ON-SITE INSPECTION TO VERIFY EXISTING CONDITIONS. ALL WORK RPZ REDUCED PRESSURE ZONE VALVE SHOWN IS A SCHEMATIC REPRESENTATION OF DESIGN INTENT. 16. DISTANCE OF SPRINKLERS FROM HEAT SOURCE SHALL BE AS COORDINATION OF EXISTING SERVICES, INCLUDING THOSE OF PER TABLE 8.3.2.5(a) IN NFPA13 - 2013. OTHER TRADES, IS REQUIRED. ANY ADDITIONAL TURNS, FITTINGS, S.F. SQUARE FOOT TEXT/UNEWEIGHT WHICH INDICATES PIPING AND EQUIPMENT ETC. REQUIRED SHALL BE PROVIDED AT NO ADDITIONAL COST. ANY 17, AS PER SECTION NFPA 13 - 2013 CHAPTER 23 PROVIDE DEPT. XXXX TO BE REMOVED MAJOR DISCREPANCIES TO BE REPORTED TO THE ENGINEER. OF WATER SUPPLY LETTER WITH FLOW TEST DATA IF THERE IS A STK. STACK DO NOT SCALE PLANS DIRECT CONNECTION TO THE STREET WATER SUPPLY. TVP. TYPICAL 15. CONTRACTOR SHALL VERIFY ALL INDICATED CONDITIONS BEFORE TEXT/UNEWEIGHT WHICH INDICATES NEW SPRINKLER PIPING :: ° • - -'•°. °°°°° x' °-° --n,- t..,. . �.' °„�,:' " '«,�' ' STARTING WORK AND REPORT ANY DISCREPANCIES TO THE 18, ALL PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE XXXX ARCHITECT OF RECORD UON UNLESS OTHERWISE NOTED ENGINEER. 'THE DRAWINGS REFLECT CONDITIONS REASONABLY PROTECTED AS PROVIDED BY CHAPTER 3 SECTION PC 305.5 OF INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS, OR FROM THE NEW YORK STATE PLUMBING CODE. TEXT/LITerNEWEIGHT WHICH INDICATES EXISTING SPRINKLER jesen Associates, Architects DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT ~ X{;;;y, PIPING g.: 248 West 35th Street 11th Floor New York, NY 10001 CANNOT BE GUARANTEED BY THE ENGINEER. 19. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13 - 2013, CHAPTER 6.7.4. k7 212.239.1526 Fax: 212.736.7899 16. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF ARCHITECT, ENGINEER, OWNER, LOCAL 20. DRAINAGE SHALL CONFORM TO NFPA 13 - 2013, CHAPTER DRAWING L !ST w TEXT/UNEWEIGHT WHICH INDICATES NEW SPRINKLER E-mail: info@terjesenarchitects.com XXXX EQUIPMENT AUTHORITIES, AND/OR NEIGHBORHOOD ASSOCIATIONS. 8.16.2. ............ LL1 MECHANICAL ENGINEER 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNION AND EQUAL 21. HYDRAULICALLY DESIGNED SPRINKLER SYSTEMS SHALL BE INE � TEXT/UNEWEIGHT WHICH INDICATES EXISTING SPRINKLER lapOPPORTUNITY STANDARDS OR REQUIREMENTS WHERE APPLICABLE. ACCORDANCE WITH NFPA 13 - 2013, CHAPTER 22. SP -100 . 00 SPRINKLER SYMBOLS , NOTES & A B B R c V I A T i O N S ;;;; ,x EQUIPMENT LE 18. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROTECTION OF 22. A ONE PIECE REDUCING FITTING SHALL BE USED WHEREVER A SP- 300 . 00 SPRINKLER CONSTRUCTION PLAN - CELLAR 110 William Street 32nd Floor New York, NY 10038 ALL EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE CHANGE IN THE SIZE OF PIPE, AS PER NFPA 13 - 2013, 212.257.6190 Fax: 212.994.8091 PROPOSED CONSTRUCTION AREA. ANY DAMAGE CAUSED BY, OR CHAPTER 6.4.6. S P- 3 0 1 . 0 0 S P R I N K L E R CONSTRUCTION PLAN - GROUND FLOORXXXX TEXT/LINEWEIGHT WHICH INDICATES NEW SPRINKLER HEADS DURING THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF www.EPENGINEERING.com SP - 302. 00 SPRINKLER CONSTRUCTION PLAN - ATTIC THE CONTRACTOR AND SHALL BE REPAIRED TO THE ENGINEER'S 23. ALL VALVES ON CONNECTIONS TO WATER SUPPLY TO SPRINKLERS "` " ` " SATISFACTION. SHALL BE APPROVED AS PER NFPA 13 - 2013, CHAPTER 6.7. TEXT/UNEWEIGHT WHICH INDICATES EXISTING SPRINKLER STRUCTURAL ENGINEER b SP- 500 . 00 SPRINKLER RISER DIAGRAM & SCHEDULES HEADS Engineering Firm 19. EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS 24. HANGERS SHALL BE OF A TYPE APPROVED AS PER NFPA 13 - SP- 600 . 00 SPRINKLER DETAILS x CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A 2013. Address PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF THE SP - 800 . 00 SPRINKLER SPECIFICATIONS Phone Fax: PROJECT. THE CONTRACTOR SHALL KEEP THE WORK IN GOOD 25. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING SYSTEM E-mail: REPAIR FOR ONE YEAR AFTER THE DATE OF FINAL APPROVAL. THE PIPING AS PER NFPA 13 - 2013, CHAPTER 8.16.3. CONTRACTOR SHALL AT HIS OWN EXPENSE, CORRECT AND REPAIR .. n.<. .::.:...: ....:.:......„.:.,.::.x:;:. .;::F: . : PROMPTLY ANY AND ALL BREAKS, FAILURES OR WEAR DUE TO 26. SPRINKLERS SHALL BE APPROVED TYPE AS PER NFPA 13 - PROJECT FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT, AND ALL 2013, SECTION 6.2. SETTLEMENTS OF SURFACE THAT MAY OCCUR DURING THAT SOUTHOLD ASC PERIOD. 27. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 - 2013, ? CHAPTER 6.2.5. 700 BOISSEAU AVENUE 20. ANY PENETRATION THROUGH FIRE RATED PARTITION SHALL BE STEEL SLEEVED AND SEALED WITH 3M BRAND U.L. RATED FIRE 28. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS SOUTHOLD, NY BARRIER CAULK OR APPROVED EQUAL PER SECTION NFPA 13 - 2013, CHAPTER 8.5.5.3. 21. THIS CONTRACTOR IS RESPONSIBLE FOR ALL PAINTING ASSOCIATED 29. DRY SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 13 - WITH CUTTING AND PATCHING. ALL PAINTING IN AREAS WITH 2013, CHAPTER 7.2. DRAWING TITLE COMPLETE FINISH RENOVATIONS TO BE BY GENERAL CONTRACTOR. SPRINKLER 30. CONCEALED PIPING SHALL BE INSPECTED PRIOR TO BEING 22. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING OF COVERED AS PER BC 901.5 AND THE NYC STATE CODE, FC106. $' SYMBOLS, NOTES FLOORS, WALLS AND CEILINGS DAMAGED AS A RESULT OF THE SPRINKLER INSTALLATION TO MATCH EXISTING OR NEW FINISHES AS 31. ALL NEW SPRINKLER BRANCH PIPING SHALL BE A MINIMUM OF 1 & ABBREVIATIONS REQUIRED. INCH AS PER NFPA 13 - 2013, CHAPTER 8. 23. ALL EXPOSED PIPING IN FINISHED AREAS SHALL BE PAINTED IN A 32. ALL PIPING AND VALVES SERVING BUILDING SPRINKLER AND/OR COLOR APPROVED BY THE ENGINEER. FINISHED PAINTING OF STANDPIPE SHALL BE PAINTED IN ACCORDANCE WITH BC CHAPTER DATE PIPING FOR THIS CONTRACT SHALL BE DONE BY THE GENERAL 9, CHAPTER 33 AND NFPA 14 - 2013. 513117 CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL INSTRUCT THE GENERAL CONTRACTOR IN THE IDENTIFICATION OF PIPING TO BE 33. ALL SPRINKLER AND STANDPIPE PIPING AND HANDLES SHALL BE PROJECT NUMBER PAINTED. PAINTED IN ACCORDANCE WITH NYS BUILDING CODE SECTION 2017.025 903.6 AND 905.11. 24. REVIEW OF SHOP DRAWINGS BY ENGINEER SHALL BE LIMITED TO K DRAWN BY ONE REVIEW, AND A SECOND REVIEW OF ANY REQUIRED - JD RESUBMITTED DATA. IF ENGINEER IS REQUIRED TO RETURN SHOP a THIRDDRAWINGS FOR A E CONTRACTOR S LIABLE FORPAYING ENGINEER SUBMITTAL D OR TIMESPENT GDA SCALE AS NOTED ON SUBSEQUENT REVIEWS AS PER THE ENGINEERS STANDARD HOURLY RATE SCHEDULE. x a �j R { �� DRAWING NUMBER nn �r x268 �p4 e 00M00 OF N Y a" SEAL SHEET NO: 1 OF s G .. ..: ,,,..,.:. ... .,w.,,.v. ':..,.... .,.rte,. ;,:.Y.'. ..,C^.. ".al�T`.<`ic',' : .:.:.:.. ,..•u:. .•:"°a" ., ..... ..,,. La�.i'i'„ iin&i::' :.'�`,`>�:. ........ •JY"A':" '$:: MMI: : NORTH FORKI SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY KEY NOTES O DRY PIPE MAINS SHALL BE PITCHED BACK M RISER AT -/10' OR PIPE RUN TO ACCOMMODATE DRAINAGE. O PROVIDE 2' CLEAR AROUND FIRE PUMP ASSEMBLY. PROVIDE .360 CLEAR IN FRONT OF CONTROL PANEL CONTRACTOR SHALL INSTALL 10 PIPE DIAMETERS OF PIPE UNDIVERTED INTO THE SUCTION SIDE OF THE PUMP. ISSUE DESCRIPTION DATE BY ::.T. . ISSUED TO DOH 05.03.17 CP X ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 (:TP 'NM ......... PLUMBING UPDATES 06.13.17 CP k REVISED PER DOH COMMENTS 07,11.17 CP 0— ISSUED FOR DOB APPROVAL 03.23.18 CP C-1 A 101. 3 ... ...... . VY40 VX2 ph C'_1 0 3" U.- Ilk ........... 4 p sr L 10, DRY VALVE ASSEMBLY, NEW 3 VICTAULIC MODEL 768N-VOR WITH Y2HP COMPRESSOR MODEL 7C7. DO NOT SCALE PLANS 3" COORDINATE LOCATION WITH PLUMBING AND ELECTRICAL 0 ARCHITECT OF RECORD EQUIPMENT IN FIELD. 311 3" SPRINKLER UP 30 DRY 30 0 lv. SPRINKLER.UP I Terjesen Associates, Architects NEW DCDA BACKFLOW PREVENTION 248 West 35th Street 11th Floor New York, NY 10001 DEVICE INSTALLED BY PLUMBING 40— C1 i CONTRACTOR. SPRINKLER WORK 212,239,1526 Fax: 212.736.7899 BEGINS AT BACKIFLOW ASSEMBLY .......... E-mail: info@terjesenarchitects.com OUTLET CONTROL VALVE. EXISTING 4" FIRE SERVICE TO REMAIN. 3 luk MECHANICAL ENGINEER VY40 t. 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DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CID ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP PRINR ER SECTION VIEW - A T TIC - SCALE: NTS REVISED PER DOH COMMENTS 07.11.17 CP 77 ISSUED FOR DOB APPROVAL 7.23.18 CP 2 I.-3- DRY SPRINKLER DN VX 13' X- W iXW %ff N L3' L3 X L3- t3- t3-%. L3' L3- L3' 1X % % ly, JY4"--c X JY4*—.c X IY4-' ly4"—"c x 1y4"__"c 2' 1y4"__c 3' 1,V4*---c 3' 1y4"___C 3' 1y4"___c 3' 1y4'____c 3' ly4p---c x 1r lr 1r s_.-C:o DO NOT SCALE PLANS ARCHITECT OF RECORD js—C 3. C N............ ___-C I C C . 1*--c 3. ..-.-C .................. Terjesen Associates, Architects ...................... ...... ............ ........... .................................. . ............. . ........ ill.. ........... . . .. .... ......... . ..... . ..... ......................... ........ ............. ... ..... ........ . ...................... .......... ...... ............ .... ................ ............ 248 West 35th Street 11th Floor New York, NY 10001 0 0 0 0 0 212.239.1526 Fax: 212,736.7899 0 E-mail: info@terjesenarchitects.com . .............. . .................. . ... .......... ...... ...... ............ ............ . .... . .. ...... ..................... ................. ........... ............. ......... ... .......... ................. . ........ ....... .. ..... ............................... ............................... ....... ............ ................. ............. ................- - ........ ........ . ..... .......... M"E: 6RNI6XL" IKEE' ep 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 k www.EPENGINEERING.com ._.......... .......... .......................... STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: E-mail: 1Y 1Y 1y4N 1-V4 04 IIA 114" PROJECT 114 1y4 14 1y4 1y4 114 %4_4 14-1 3. 3N 3' L3' SOUTHOLD ASC L3- L3- L3_ L3- .......... ... .......... ........... 3 DRY SPRINKLER DN 2 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE SPRINKLER CONSTRUCTION PLAN ATTIC DATE 5/5/17 PROJECT NUMBER 2017.025 DRAWN BY ........ JD SCALE AS NOTED Cr DRAWING NUMBER m RUCTION PL AN - A TTIC. PRIIVffL ER CONS T 0 6 F3 SCALE: 3/16"=1'-0m ■ 0 0 OF No 77 4 1 4 1 4 4 4 4 4 1 4 1 4 4 V� SEAL SHEET N0: 4 OF 7 .......... _�AV. MK� V."�.: W 1°S VAL VE SCHEDULE � NORTH FORK ,, TYPE ABBREVIATIONS DESCRIPTION SIZE GATE GLOBE CHECK BALL PLUG BAI.AN. REMARKS ABBREV. DESCRIPTION WET SPRINKLER PIPING 2' AND BELOW GVr GLVT` CVr BVr -- -- --- BVr BALL VALVE THREADED — 2—PIECE. FULL PORT, 400 PSI, BRONZE S C LLC CBF CALIBRATED BALANCING VALVE, BRONZE € 700 BOISSEAU AVE, SOUTHOLD, NY WET SPRINKUM PIPING 2-1/2 AND LARGER GVF -- CVF -- -- -- — ROOF CVF CHECK VALVE FLANGED — IBBM :. ...,,::.:,,,. .:.,.,,..:...:::... ...... :: .w,. .. x. CBV DRY SPRINKLER PIPING 20 AND BELOW GVF CVF GVF GATE VALVE FLANGED — IBBM TO 48 ATTIC SPRINKLERS TO 64 ATTIC SPRINKLERS -- -- -- --- GVr GATE VALVE THREADED — BRONZE GLVT GLOBE VALVE THREADED — BRONZZE DRY SPRINKLER PIPING 2-1/2` AND LARGER -- -- — BVr -- -- --- PGVF PLUG VALVE FLANGED — AGA APPROVED DRAIN PIPING ALL GVF FIRE PUMP RDOM PIPING ALL -- -- -- -- PGVF -- --- FIRE PROTECTION PIPE AND FITTING SCHEDULE PIPE FITTING ABBREVIATIONS ATTIC F ................. . . ....................... . DESCRRIPTION SIZE TYPE SCHEDULE TYPE RATING REMARKS ABBREY. DESCRIPTION .. . .... ................................................ 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WET SPRINKLER PIPING 20 AND BELOW STL—BLK 40 MIT STD --- 5R—BL K BLACK STEEL SEAMLESS 3» 3» ISSUE: WEr SPRINKLER PIPING 2-1/2' AND LARGER STL—BLK 10 GRV STD --- LL FLANGE DARD3» DESCRIPTION DATE BY STDG TO 79 ATTIC SPRINKLERS g ISSUED TO DOH 05.03.17 CP MIT MALLEABLE IRON THREAD DRY SPRINKLER PIPING 20 AND BELOW GALV. 40 MIT STD ALL FITTINGS TO BE GALVANIZED ISSUED FOR CONSTRUCTION 05.05.17 CP GRV GROOVED JOINT SYSTEM FRTINGS/OOUPUNGS ISSUED FOR ADDENDUM 1 05.19.17 CP GALV GALVANIZED STEEL DRY SPRINKLER PIPING 2-1/2' AND LARGER GALV. 10 GRV STD ALL FITTINGS T+0 BE GALVANIZED PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP DRAIN PIPING ALL GALV. 40 MR/GRV STD ALL FITTINGS TO BE GALVANIZED ISSUED FOR DOB APPROVAL 03.23.18 CP ALL PIPING TO BE PAINTED IN ACCORDANCE FIRE PUMP ROOM PIPING ALL GALV. 40 FL,/GRV STD WITH NYC LOCAL LAW 58 OF 2009 1ST FLOOR 3` 3' w 's PUMP SCHEDULE 3' TO 27 ATTIC SPRINKLERS F HEAD SHUTOFF PRESSURE RELIEF ELECTRICAL MANUFACTURER EQUIPMENT TAG LOCATION SERVICE PUMP TYPE FLUID GPM � ) (�I) VALVE SETTING REMARKS PLUKFILOW ASSEMBLY BY MBING CONTRACTOR (�) HP VOLTAGE PHASE RPM MODEL NO. SP/C-1 CELLAR SPRINKLER INLINE WATER 30Q 55 62 60 25 208 3 3550 A/C FIRE PUMP __ 4x4x7F JP/C-1 CELLAR SPRINKLER INSLINE WATER 10 60 80 65 1 208 3 3500 GRUNDFOS CR3-6 NOTES: • r 1. PROVIDE A/C CONFlGUPAC SKID MOUNTING FOR SPRINKLER BOOSTER PUMP, JOCKEY PUMP AND ALL ASSOCIATED CONTROLLERS. CELLAR 2. PROVIDE OPTIONAL AUTOMATIC TRANSFER SWITCH FOR SPRINKLER BOOSTER PUMP ASSEMBLY. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR IN FIELD. SP JP DO NOT SCALE PLANS - ARCHITECT OF RECORD SPRINKLER HEAD SCHEDULE RY VALVE ASSEMBLY Terjesen Associates, Architects MANUFACTURER PR/NKL ER RISER D/A GRA NI 248 West 35th Street 11th Floor New York, NY 10001 DISCHARGE SYMBOL TYPE STYLE RESPONSE COVERAGE COLOR COEFFICIENT (K) ORIFICE TEMPERATURE MODEL SIN S 1 SCALE: NTS 212.239.1526 Fax: 212.736,7899 x. E-mail: info@terjesenarchitects.com RELIABLE DDNCEALED® PENDENT TE STANDARD QUICK STANDARD WITH 5.6 7�' 1657 FM LISTED AS STANDARD RESPONSE x: ...............:.... . :' .».......n.,.,s........ .x.,.:,b... .... .... .: x. . . 65-56 RA3415 MECHANICAL ENGINEER R RELIABLE <y �p O UPRIGHT STMDARD QUICK STANDARD WITH��. 5.6 1�` 165F --- EP M G F1 FR56 RA1425 110 William Street 32nd Floor New York, NY 10038 HORIZONTAL 28'x8' 016.9PSI COORDINATE RELIABLE 212.257.6190 Fax: 212.994.8091 C D INDE1NALL STANDARD DRY QUICK 28'x10' 025PSI WITH ARCHITECT 5.8 J¢` 155E --- ;: www.EPENGINEERING.com DH56HSW RAI 664 NOTES: STRUCTURAL ENGINEER E Engineering Firm 1. FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. Address 2. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Phone Fax: 3. SPRINKLERS SHALL BE FREE OF ALL FOREIGN SUBSTANCES SUCH AS PAINT OR PRIMER. SPRINKLERS WITH ANY VISIBLE DEFECTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. E-mail: I PROJECT Y SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY a; DRAWING TITLE SPRINKLER RISER DIAGRAM, & SCHEDULES a DATE 513117 PROJECT NUMBER 2017.025 DRAWN BY JD EO ARC SCALE AS NOTED cc U �Ci DRAWING NUMBER M owl& � 00no Aft .kla 0268 FN SEAL SHEET N0. 5 OF • � 3" T: INORTH FORK :j ..... ..... ... ...,... .................................. ... ...................................... .......... 8 9 1 2 SC LLC € 12 PRODUCT LEGEND EXISTING WF STEEL MEMBER ' 101 DRAIN RISER wCr Cep 700 BOISSEAU AVE, SOUTHOLD, NY ' 2 RISER 5 6 ' " ' 3 VIC MECHANICAL CONCRETE ANCHOR HILTI—KWICK BOLT, 13 ® 4 NOT USED SERIES HDI, OR APPROVED EQUAL ® INSTALLATION SHALL BE IN ACCORDANCE WITH ® 5 VIC FIRELOCK BUTTERFLY VALVE SERIES 705W THE MANUFACTURERS RECOMMENDATION. 6 VIC FIRELOCK CHECK VALVE SERIES 717 ,r t, 7 VIC FIRELOCK ZONE CONTROL RISER MODULE SERIES 747M METAL DECK .� 8 VIC FIRELOCK 90 DEG ELBOW No. 001 �'''�'•wk 9 VIC FIRELOCK EZ RIGID COUPLING STYLE 009 OR RIGID STEEL RETAING STRAP rsom= + COUPLING STYLE 005 b 10 TO SPRINKLER SYSTEM COUPLER 00 I 11 UL LISTED FM APPROVED FLOW SWITCH (SYSTEM SENSOR MODEL WFD 4 12 PRESSURE GAUGE g ® 3 7 13 ISOLATION VALVE FOR GAUGE ROD (SIZE AS REQUIRED) I " 14 NOT USED ® 15 SHUT OFF VALVE (OFFSET HANDLE FOR ACCESS ON BOTH /1$ SIDES \\ 16 SITE GLASS (VISIBLE FROM BOTH SIDES 17 16 15 ® 17 TEST AND DRAIN VALVE HANDLE ON BOTH SIDES) PIPE 18 GROOVED DRAIN CONNECTION z 61 SEE VICTAUUC SUBMITTAL NUMBER 10.96 i; NOTE: *CLEVIS HANGER FIRELOCK ZONE CONTROL RISER MODULE 1. REFER TO VICTAULIC SUBMITTAL 10.96 FOR ADDITIONAL DETAILS. F ISSUE: CAN BE MOUNTED IN THE HORIZONTAL OR ZONE CONTROL RISER VALVE ASSEMBLY DESCRIPTION DATE BY VERTICAL UPFLOW POSITION WITH ISOLATION VALVE 8c CHECK VALVE * CLEVIS HANGERS REQUIRED ON PIPING LARGER 1". ISSUED TO DOH 05.03.17 CP GENERAL PURPOSE HANGERS MAY BE USED ON PIPING 1" OR SMALLER. y' ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP T YP/CAL FL 0O CONTROL VA VEASSEMBL Y T YP/CAL HANEER DETAIL PLUMBING UPDATES 06_ CP REVISED PER DOH COMMENTS 07.11.17 CP SCALE: NTS 2 SCALE: NTS ISSUED FOR JOB APPROVAL 03.23.18 CP s: p 21 3 MINIMUM PIPE SIZES 35 17 6 16 (NOMINAL) _ CLOSED 25 PUMP RATING SUCTION (IN.) DISCHARGE (IN.) 33 SPRINKLE 7 — - (G ) Air Compressor And 2 11 200 3` .3 Maintenance Device As 11 11 g r 250 2h3 Required ; oe 300 4" 4' 4 4 1 400 4 4 To Sprinkler System 14 r w 18 5 2 3 4�Q 5" 5" 2 35 MODEL PDRP-1001/PDRP-2001 8 13 500 5" 50 ' CONTROL PANEL 10 515 750 6� 6� 24 moa 26 TROUBLE 1O 6 1 4 9 1.000 g 6 00 & ALARM g NOTES: 0o ANNUNCIATORS ` 19 12' MIN. 12` MIN. 1. SIZING FROM NFPA 20 — 2007, TABLE 5.25(a) SHOWN 14 30 FOR REFERENCE ONLY. 15 0 29 ( FIRE PUMP/SPRINKLER BOOSTER g@CONCRETE PAD 12" A.F.F. (MIN.). 19 CONCRETE BASE (IF 2. ACTUAL DIAMETER OF PUMP FLANGE IS PERMITTED TO DO NOT SCALE PLANS PUMP BASE TO EXTEND MIN. 4 BEYOND FLOOR MOUNTED) BE DIFFERENT FROM PIPE DIAMETER. 13 0 4 BEDPLAIE a 120 VAC O HARGE PRESSURE GAUGE. 3.5` ©DISCHARGE TO SYSTEM 3. SUCTION SIZE ONLY APPLIES TO 11iE PORTION OF 23 2 DISC' 0 10 4 ARCHITECT OF RECORD MIN. DIAL DIAL READINGS FROM ELBOW SUPORT SUCTION PIPE LOCATED WITHIN 10 PIPE DIAMETERS OPSI TO TWICE PUMP RATED 10 @ SUCTION SUPPLY UPSTREAM OF OF THE PUMP SUCTION FLANGE. 21 12 DISCHARGE PRESSURE (200PSI MIN.) `A p 11 OS&Y GATE VALVE (W/VALVED COPPER OR BRASS GENERAL NOTES: Terjesen Associates Architects 03 SUCTION PRESSURE GAUGE. 3.5" O BY—PASS ON VALVES 6" & LARGER)®1/2` PIPE SIZE 1. RELIEF VALVE PIPED BACK TO PUMP SUCTION UNE AS 17 20 0 248 West 35th Street 11th Floor New York, NY 10001 MIN. DIAL. DIAL READINGS FROM PER N.Y.0 BUILDING CODE, APPENDIX Q SECTION 212.239.1526 Fax: 212.736,7899 OPSI TO TWICE PUMP RATED @ CONCENTRIC DISCHARGE INCREASER @ JOCKEY PUMP 9.1.5(2)(g). 18 SUCTION PRESSURE (100PSI MIN.) CONTROLLER 2. SUCTION AND DISCHARGE PIPING, FITTINGS, VALVES, ETC. 22 31 E-mail: info@terjesenarchitects.com g. ECCENTRIC TAPERED SUCTION GLOBE VALVE TO BE SCREWED OR FLANGED TYPE. 4 CASING RELIEF VALVE (PIPED TO @ @ «., ,,. :•�-.. «.,............... .` .. O FLOOR DRAIN) REDUCER/INCREASER (WHERE 3. PRESSURE RATING OF ALL COMPONENTS SHALL BE 20 MECHANICAL ENGINEER SUCTION PIPE AND PUMP SUCTION @ 1/4" PLUG GREATER THAN THE SUM OF THE PUMP SHUTOFF AIR RELEASE VALVE FLANGE ARE NOT SAME SIZE) PRESSURE AND THE PUMP SUCTION PRESSURE. 3 " _ " EP G1"" �"'S Q FULL SIZE BY—PASS 7 6 110 William Street 32nd Floor New York, NY 10038 fr ®3" NPT PRESSURE RELIEF VALVE 14 FIRE PUMP CONTROL PANEL 2$ PIPED BACK TO SECTION SIDE OF 5 212.257.6190 Fax: 212.994.8091 PUMP (PRESSURE SETTING PER FIRE 15 PRESSURE SWITCH 32 www.EPENGINEERING.com PUMP SCHEDULE) O.S.&Y.GATE VALVE 16 8 DETECTORS STRUCTURAL ENGINEER O7 SIGHT CONE & GLASS W/ OPENING 9 Engineering Firm FOR TEST VALVES 1 BRONZE CHECK VALVE W/ 3/32- ORIFICE g O ORIFICE IN CLAPPER 7 3 4 PRODUCT LEGEND Address ®CHECK VALVE (USE SPRING CHECK 18 JOCKEY PUMP IN VERTICAL OR SWING CHECK IN 2 From Source a ro oc ro on a see Submittal Vic Quick Riser � Phone Fax: HORIZONTAL POSITION) fdSeries l-ock Rigid "a (Optional)as 005. 009 E-mail: Drain wn o n unR u "' PROJECT SCHEMA TIC DIA GRA M OF FIRE PULP DETA/L -- - — — — — -- --- — — — -- ------ — -- m naor arm roaauro w lona s n CheckValve - - '° ro – ° °– "° °�° " SOUTHOLD ASC 3 SCALE: NIT; -n- n% ec rAssembly a r Motor arm no 16 12 Alarm a 700 BOISSEAU AVENUE 12 s m 49 o °rain° Pressure Gauge - - ° SOUTHOLD, NY 7 10 1 5 s — enolValve _W EPS10—ZV or - Supervisory Switchona 18 1 m aauro u e - i o w I _ ws 11 water re�asurein e _ ow _ a DRAWING TITLE 19 o17 Water ro n Connection.an ana SPRINKLER 5: I 9 eValve CONCEALED PIPING PIPING EXPOSED TO VIEW em main rainValve '27• 6 anus Ball Check Volvo°" DETAILS �IOR WAL1rS s er INTERIOR WALLS nn er - u.c Model - em naor n ana Not Used if -29" c u n: em sensor PLAN NOTES: - u ery m Sensor o nz DATE 1 STANDARD WEIGHT STEEL PIPE POURED IN PLACE O SEAL OR CAULK SLEEVES THRU FIRE WALLS IN 31 19 roue em sensorPolarized P1224MC (RED). 5/5/17 SMOKE TIGHT MANNER AND TO MEET FIRE RATING 24VDC Polarized ow, Sensor 2 CENTER PIPE IN SLEEVE OF WALL (REFER TO ASTM E-814 ree rTe-7-rise an ix pe re or PROJECT NUMBER m Sensor 5621 5601P 3 SEALING AND ANCHORING COLLAR WATERSTOP ( ) 42017.025 ( ) 8 TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES rMaintenance ce i au w ressure switch 4 SEAL SLEEVE WITH TIGHTLY PACKED OAKUM AND g STANDARD WEIGHT S1EEL PIPE SLEEVE OF SIZE TO PASS Full Open ro ona Water Column ram no shown ck POURED LEAD OR OTHER WATERPROOFING MATERIAL PIPE AND INSULATION. PLUS GAP AS REQUIRED BY LOCAL ISO ouz DRAWN BY (PROVIDE FIRE RATED SEALANT IN FIRE RATED WALLS) CODES. (25 GA. 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COORDINATION PROCESS. GROOVED ENDS BLACK ENAMEL COATED DUCTILE SPRINKLER SIDECIFICATIONS: GENERAL CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR THE DOOR BUTTERFLY VALVES: [CULUS, Elul] 300 PSI, GR , : NORTH FORK THE ENGINEER WILL RESPOND TO QUESTIONS THAT ARISE FROM THE COORDINATION PROCESS. IRON BODY. ELECTROLESS–NICKEL COATED DUCTILE IRON DISC, WITH PRESSURE–RESPONSIVE SPECIALTIES: DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED CONFLICTS ONLY. SOLUTION ELASTOMER SEAT AND STAINLESS STEEL STEM. (STEM SHALL BE OFFSET FROM THE DISC TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. CENTERLINE TO PROVIDE COMPLETE 360–DEGREE CIRCUMFERENTIAL SEATING.). COMPLETE WITH DELUGE, PREACTION, DRY VALVES: PROVIDE A PRE–ASSEMBLED S769 NXT DELUGE/S769 NXT WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS. PROVIDE WEATHERPROOF ACTUATOR AND PRE–WIRED SUPERVISORY SWITCHES. VICTAULIC SERIES 705 PREACTION/S768 NXT DRY FIRE PROTECTION VALVE MOUNTED COMPLETELY WITHIN A 12 GAUGE MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, DELIVER AND INSTALL SHOP DRAWINGS FIRELOCK®OR SERIES 707C FIRELOCKO. VICTAULIC FIRELOCK®SERIES 765 SHALL BE USED FOR STEEL CABINET. CABINET SHALL BE COATED WITH RED ASA-61 ELECTROSTATICALLY APPLIED ALL WORK OF THUS SECTION AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND/OR AS PROVIDE HYDRAULIC CALCULATION SUMMARY ON SHOP DRAWINGS INCLUDING DESIGN CRITERIA, HIGH PRESSURE SYSTEMS UP TO 365 PSI CWP. POLYESTER POWDER COATING. UNIT SHALL BE UL LISTED AND FM–GLOBAL APPROVED WITH ALL <' S C LLC REQUIRED BY JOB CONDITIONS. PRESSURE AND GPM REQUIRED, PRESSURE AND GPM AVAILABLE. MATERIALS AND WIRING CONFORMING TO NEPA REQUIREMENTS. UNIT SHALL BE PROVIDED WITH GATE VALVES: [CULUS, FM]. 2-1/2' THROUGH 12" SIZES OS&Y GATE VALVES: 250 PSI, ALL NECESSARY NXT VALVES, SWITCHES, GAUGES, AND AIR SUPPLY SYSTEM FOR PROPER 700 BOISSEAU AVE, SOUTHOLD, NY 'I AND INDICATE A GENERAL ARRANGEMENT OF WORK. GENERAL GROOVED ENDS. DUCTILE IRON BODY CONFORMING TO ASTM A-536, CAST IRON YOKE AND OPERATION AND SHALL BE PRE–WIRED TO A CONTROL PANEL ALL EXTERNAL ELECTRICAL DRAWINGS ARE DIAGRAMMATIC A LABEL OCCUPANCY OF ALL SPACES. CLEARLY LABEL ALL PIPING AND EQUIPMENT INCLUDING t CONCEPTS INDICATED MUST BE FOLLOWED OR BETTERED. THE BID SHALL INCLUDE DESIGN HANOWHEEL CONFORMING TO ASTM A-126-8; EPDM COATED ASTM A-126–B CAST IRON DISC; CONNECTIONS SHALL BE ACCESSIBLE THROUGH AN ENCLOSURE ON THE OUTSIDE OF THE OFFSETS, ADDMO14AL PIPING, VALVES AND FIRE PROTECTION EQUIPMENT AND COMPONENTS AS SIZES, MAKES, MODELS, ETC. ASTM B1fi BRASS RISING STEM; FLANGED AND EPDXY COATED CAST IRON BONNET; EPDM 0–RING CABINET. WATER INLET, SYSTEM SUPPLY, AND DRAIN CONNECTIONS SHALL BE GROOVED FOR EASE REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER OPERATION. DO NOT SCALE LL HEIGHT BUILDING CROSS SECTION INCLUDING SPRINKLER RISER DIAGRAM. STEM SEALS AND BODY GASKET. VICTAULIC SERIES 771. OF INSTALLATION. VICTAULIC STYLE 745 FIRELOCK FIRE–PAC. DRAWINGS. CONSULT ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND PROVIDE A FU FIXTURES. DEVELOP AND SUBMIT COORDINATION DRAWINGS. CHECK VALVES: [CULUS, FM] CONTRACTOR TO PROVIDE NEW (LESS THAN 1 YEAR OLD) WATER FLOW DATA WHICH SHALL BE MULTIPLE–USE FLEXIBLE DROP SYSTEM: [CULUS, AND/OR FM] IN LIEU OF RIGID PIPE OFFSETS ADDITIONAL \ UTILIZED TO HYDRAULICALLY CALCULATE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. » OR RETURN BENDS FOR SPRINKLER DROPS, THE VICTAULIC VICFLEXTM MULTIPLE–USE FLEXIBLE THE WORK UNDER THIS SECTION SHALL INCLUDE ALL INCIDENTALS, LABOR, MATERIAL, EQUIPMENT, 2 THROUGH 3 SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, ASTM APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, SUPPORTS, TOOLS, CONSUMABLE ITEMS, FEES, A-536, GRADE 65-45-12, NON–SLAM TILTING DISC, STAINLESS STEEL DISC AND SPRING, BRASS STAINLESS STEEL SPRINKLER DROP SYSTEM MAY BE USED TO LOCATE SPRINKLERS AS REQUIRED LICENSES, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE THE FIRE AS T9L11LT DI2AIMNGS BY FINAL FINISHED CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A BRAIDED SHAFT, 365 PSI. VICTAULIC SERIES 717H. TYPE 304 STAINLESS STEEL FLEXIBLE TUBE, ZINC PLATED STEEL V NPT MALE THREADED NIPPLE PROTECTION WORK AS INTENDED. 4"(DN100) THROUGH 12" SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, OR VICTAULIC FIRELOCK IGS GROOVE STYLE 108 COUPLING FOR CONNECTION TO BRANCH–LINE PROVIDE A COMPLETE SET OF AS–BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS. AS–BUILT ASTM A-536, GRADE 65-45-12, ELASTOMER ENCAPSULATED DUCTILE IRON DISC SUITABLE FOR CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE DRAWINGS PIPING, AND A ZINC PLATED STEEL REDUCER WITH A 1/2" OR 3/4" NPT FEMALE THREAD FOR \ THE INTENDED SERVICE STAINLESS STEEL SPRING AND SHAFT WELDED–IN NICKEL SEAT 250 PSI. COMPLETE INSTALLATION INCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO VICTAULIC SERIES 717. DESIGNED TC ACCEPT A RISER CHECK KIT. VICTAULIC SERIES 717R. CONNECTION TO THE SPRINKLER HEAD. FLEXIBLE DROPS SHALL BE INSTALLED PER NEPA 13 – CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND 2007 AS MODIFIED BY NYC BUILDING CODE – APPENDIX Q SECTION 9.2.1.3.3.1 OR LOCAL AHJ. ITEM AND SYSTEM. CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL CONTRACTOR TO PROVIDE ADDITIONAL HANGERS AS REQUIRED BY CEILING CONSTRUCTION. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS BE RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO ZONE CONTROL RISER MODULE: [UL, ULC, FM] GROOVED END RISER CONTROL MODULE FLEXIBLE DROPS SHALL BE INSTALLED AS PER ALL MANUFACTURER'S INSTALLATION GUIDELINES. AND PLANS, OF THE EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED PRODUCE A CLEAR AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY CONSISTING OF AN ORANGE ENAMEL COATED DUCTILE IRON BODY, SYSTEM SENSOR MODEL WFDN VICTAULIC VICFLEX DRY SPRINKLER: IN LEIU OF RIGID CONNECTIONS TO DRY SPRINKLER HEADS, CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPES ARE TO BE PLACED AND ARRANGE HIS AND ELECTRONIC. / WFDNTH VANE TYPE WATER FLOW DETECTOR, INTEGRAL DRAIN AND TEST, PRESSURE GAUGE A VICTAUUC VICFLEXTM DRY SPRINKLER, MODEL VS1, MAY BE USED. THE SPRINKLER SHALL i EDULE OF INTERIOR FINISHES AS INDICATED ON THE AND OPTIONAL PRESSURE RELIEF VALVE. VICTAULIC SERIES 747M DESIGNED FOR NFPA-13 PROVIDE VERTICAL OR HORIZONTAL FLEXIBLE CONNECTION WITH A BEND RADIUS OF 2", AND :; WORK IN ACCORDANCE WITH THE SCH ARCHITECTURAL DRAWINGS. PROVIDE "AS–BUILT DRAWINGS" INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL COMMERCIAL REQUIREMENTS, AND WORKING PRESSURES TO 365 PSI. ALLOW FOR UP TO 4 BENDS. REVISIONS OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: E MANUFACTURER OF PRESSURE RELIEF VALVE: SHALL BE PROVIDED IN ALL INSTANCES WHERE SPRINKLER SYSTEM MANUFACTURERS QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF THE CONTT2ACT DRAWINGS OR Z1QTE: PRIOR TO PURCHASE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS STATING THE STATIC (NONFIRE) CONDITIONS MAY EXCEED 175PSI. WHERE STATIC CONDITIONS MAY EXCEED FIXTURES, APPLIANCES, PIPES AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHO'S APPROPRIATE SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. INTENTION TO USE FLEXIBLE DROPS (WET OR DRY) AND THE LOCATION WHERE FLEXIBLE DROPS PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. 175PSI, THE VALVE SHALL BE SEF TO REDUCE PRESSURE TO 165PSI MAX. PRESSURE REDUCING WILL BE USED. BY SUBMITTING SUCH SHOP DRAWINGS THE CONTRACTOR CERTIFIES THAT THE VALVES UL LISTED PRESSURE REDUCING VALVE TO REDUCE HIGH UNSTABLE UPSTREAM PRESSURE LOCATIONS MEET ALL MANUFACTURER'S AND CODE REQUIREMENTS FOR PROPER INSTALLATION OFv.„ T MATERIAL QUAUFI�CATIONS: SHALL CONFORM TO ALL LOCAL, MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, TO MAINTAIN A CONSTANT PRESET SYSTEM PRESSURE REGARDLESS OF FLUCTUATING DEMAND. STATE AND NATIONAL/FEDERAL CODES CONCEALED UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, STRAINERS, FLEXIBLE DROPS. PURCHASE OR INSTALLATION WITHOUT PRIOR SIGN OFF BY ENGINEERS SHALL ISSUE: AND REGULATIONS WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE VALVE SHALL CONSIST OF A GROOVED END/FLANGED/ THREADED {AS REQUIRED) DUCTILE IRON NOT BE PERMITTED AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS REQUIRED INTERPRETED AS AN INFRINGEMENT OF SUCH CODES OR REGULATIONS. EXPANSION COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART. BODY CONFORMING TO ASTM A536 WITH ELECTROSTATIC POWDER COATED POLYESTER RED COATING. VALVE INTERNAL COMPONENTS SHALL BE STAINLESS STEEL, WITH POLYAMIDE FABRIC FOR PROPER INSTALLATION OF THE SPRINKLER SYSTEM AS APPROVED BY THE ENGINEER. DESCRIPTION DATE �_ EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. REINFORCED POLYISOPRENE ELASTOMER SEALS. CONTROL TRIM SYSTEM SHALL BE 316 STAINLESS ISSUED TO DOH 05.03.17 CP DEFINITIONSSTEEL VALVE SHALL BE SUITABLE FOR WORKING PRESSURE TO 400 PSI WITH GROOVED ENDS, EXECUTION ISSUED FOR CONSTRUCTION 05.05.17 CP FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, APPROVED SUBSTW.ONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. AND WATER OPERATING TEMPERATURES TO 180'F. ALL INTERNAL COMPONENTS SHALL BE — — FURRED SPACES, PIPE CHASES, AND UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES REPLACEABLE WITHOUT REMOVING THE VALVE FROM THE INSTALLED POSITION. BASIS OF DESIGN: PROVIDE ADDITIONAL OFFSETS, FITTINGS, VALVES, DRAINS, ETC. WHERE REQUIRED BY ISSUED FOR ADDENDUM 1 05.19.17 CP CP ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, AND TUNNELS. CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. VICTAULIC SERIES 867-7UL COORDINATION AND CONSTRUCTION CONDITIONS. PLUMBING UPDATES 06. EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND OPERATING INSTRUCTIONS. DRAIN AND TEST VALVES SHALL BE THREADED BRONZE ANGLE OR GLOBE TYPE WITH NO CLOSE NIPPLES, BUSHINGS, OR STREET ELBOWS PERMITTED. REVISED PER DOH COMMENTS 07.11.17 CP OCCUPIED SPACES AND MECHANICAL EQUIPMENT ROOMS. COMPOSITION DISC, 300 PSI WITH 1/2" 300 PSI WATER PRESSURE GAUGE SIMILAR TO "AGF CP ISSUED FOR DOB APPROVAL 03.23.18 MATIERIAIS (UL/FM N"OVED) TESTAPIpRAIN RUN PIPING PARALLEL WITH OR AT RIGHT ANGLES TO WALLS AND OTHER PIPING, NEATLY SPACED '— — CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. INTERIOR PIPING WITH PLUMB VERTICAL PIPING. 110 ALARM ACTUATING DEVICESPROVIDE SPRINKLERS BELOW ALL EXPOSED DUCTS, COMBINATIONS OF DUCTS OR OTHER { QU/ ( ASSURArIM STANDARD WEIGHT BLACK STEEL (SCHEDULE 40) EXCEPT AS NOTED FOR SIZES 1" AND LARGER. OBSTRUCTIONS EXCEEDING 4 FEET IN WIDTH. --� —' — CARBON STEEL, A-53B/A-106B — ROLL OR CUT GROOVED—ENDS AS APPROPRIATE TO PIPE WATERFLOW SWITCH, 24 VOLT WITH 2 SETS OF CONTACTS AND PNEUMATIC RETARD TO PREVENT PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, STEEL SUPPORT WELDING: QUALIFY MATERIAL, WALL THICKNESS, PRESSURES, SIZE AND METHOD OF JOINING. PIPE ENDS TO BE FALSE ALARMS. SEE WATERFLOW SWTCH SECTION OF THIS SHEET. NO FIELD WELDING PERMITTED. SHOP WELDING SHALL BE PERFORMED ONLY BY CERTIFIED STRUCTURAL WELDING CODE--STEEL."" GROOVED IN ACCORDANCE WITH VICTAULIC CURRENT LISTED STANDARDS CONFORMING TO WELDERS. ANSI/AWWA C-606. TAMPER SWITCHES TO OPERATE WITHIN TWO REVOLUTIONS OF VALVE WHEEL, SIMILAR TO POTTER STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND MODEL OSYSU—A2. TEST ALL UNDERGROUND AND INTERIOR PIPING IN ACCORDANCE WITH NEPA 13. K _ PRESSURE VESSEL CODE: SECTION IX, "WELDING AND BRAZING QUALJFICATION S." GALVANIZED PIPE FOR ALL DRAIN PIPING, TEST PIPING, PIPING BETWEEN FIRE DEPARTMENT CONNECTION AND CHECK VALVE AND FOR ALL DRY & DELUGE PIPING. ELECTRIC ALARM BELL;. 6", 24VDC, WITH WEATHERPROOF BACKBOX SIMILAR TO POTTER MODEL INSTALL SPRINKLER HEADS IN CEILING AREAS, CENTER OF TILE. REFER TO ARCHITECTURAL COMPLY WITH PROVISIONS IN ASME B31 SERIES, "CODC FOR PRESSURE PIPING." PBD246. i. DRAWINGS FOR EXACT LOCATION OF SPRINKLER HEADS. ARCHITECT TO DETERMINE FINISHES. 4` MECHANICAL COUPLINGS CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INSTALL SPRINKLERS THROUGHOUT ALL AREAS INCLUDING COMBUSTIBLE CONCEALED SPACES AND INVOLVED AND THAT CERTIFICATION IS CURRENT. MANUFACTURED IN TWO SEGMENTS OF CAST DUCTILE IRON, CONFORMING TO ASTM A-536, GRADE SPRINKLER HEADS 65-45-12. GASKETS SHALL BE PRESSURE–RESPONSIVE SYNTHETIC RUBBER, GRADE TO SUIT THE IN ACCORDANCE WITH OBSTRUCTION REQUIREMENTS SET FORTH IN NEPA 13. _ INTENDED SERVICE, CONFORMING TO ASTM D-2000. MECHANICAL COUPLING BOLTS SHALL BE ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE , CAST BRASS, CLOSED, FUSIBLE LINK, DELIVERY. STORAX�E. AND HANDLING , ZINC PLATED ASTM B-633 HEAT TREATED CARBON STEEL TRACK HEAD CONFORMING TO ASTM SPRAY TYPE WITH 1/2" DISCHARGE ORIFICE (UNLESS OTHERWISE NOTED). SPRINKLERS SHALL BE DELIVER PIPES AND TUBES WITH FACTORY–APPLIED END CAPS. MAINTAIN END CAPS THROUGH A-449 ANDA 183, MINIMUM TENSILE STRENGTH 110,000 PSI AS PROVIDED STANDARD ORDINARY TEMPERATURE RATING, HIGHER TEMPERATURE HEADS SHALL BE INSTALLED IN SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE VICTAULIC. ACCORDANCE WITH NFPA 13. OF DIRT, DEBRIS, AND MOISTURE. RIGID JOINTS SHALL BE VICTAULIC FlRELOCK®EZ STYLE 009H RIGID TYPE: "INSTALLATION READY' REFER TO SPRINKLER HEAD SCHEDULE ON DRAWING. [CULUS, FM] AND 107H [CULUS], IN SIZES 1-1/4"(DN32) THROUGH 8"(DN200) AND STYLE 107N FOR 10"AND 12"(DN250 AND DN300) SIZES. DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO PREPARE AND SUBMIT COORDINATION DRAWINGS. GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING. HOUSINGS SHALL BE CAST WITH INCLUDE SPARE SPRINKLER HEAD CABINET WITH SPRINKLER HEAD WRENCH(S). INSTALL HEAD CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME OFFSETTING, ANGLE–PATTERN BOLT PADS TO PROVIDE SYSTEM RIGIDITY AND SUPPORT AND GUARDS ON ALL EXPOSED SPRINKLERS SUBJECT TO MECHANICAL INJURY. HANGING IN ACCORDANCE WITH NEPA 13. DO NOT SCALE PLANS WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. PIPE LABELS FLEXIBLE TYPE: USE IN SEISMIC AREAS WHERE REQUIRED BY NEPA 13. "INSTALLATION READY' GENERAL REQUIREMENT'S FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR–CODED, WITH ARCHITECT OF RECORD WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, FLEXIBLE JOINTS SHALL BE VICTAULIC STYLE 177N QUICKVICTM[CULUS, FM], IN SIZES 2"(DN50) OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER THROUGH 8"(DN200), WHICH SHALL BE DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO LETTERING INDICATING SERVICE, AND SHOWING FLOW DIRECTION. TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS FORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING. PRETENSIONED PIPE LABELS: ('RECOILED, SEMIRIGID PLASTIC FORMED TO COVER FULL � Terjesen Associates, Architects INSTALLED BE CIRCUMFERENCE OF PIPE AND TO ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. FLANGE ADAPTERS: FOR USE WITH GROOVED END PIPE AND FITTINGS, FOR MATING TO ANSI ! 248 West 35th Street 11th Floor New York, NY 10001 SELF–ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT–TYPE, PERMANENT–ADHESIVE PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND CLASS 125 / 150 FLANGES. VICTAULIC STYLE 741 OR 744 [UL, ULC, FMMATING TO ]. FOR BACKING. 212.239.1526 Fax; 212.736.7899 STRUCTURAL SUPPORTS THAT REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY ANSI CLASS 300 FLANGES USE VICTAULIC STYLE 743 [UL, ULC, FM]. E-mail: info@terjesenarchitects,com PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED COLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION SO AS NOT TO Fly OR ABBREVIATIONS A5 USED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. DELAY PROJECT SCHEDULE. CAST IRON THREADED STANDARD WEIGHT, ANSI B-16.4. MECHANICAL ENGINEER ' FLOW–DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE ��*�„�� 5�p SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE KNOWLEDGE OF THE WORK OF OTHER CAST IRON FLANGED, STANDARD WEIGHT, ANSI B-16.1. BOTH DIRECTIONS OR AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. 110 William Street 32nd Floor New York, NY 10038 TRADES, AND SHALL SHOW THE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. ED STANDARD WEIGHT ANSI 8-16.3. _ 212,257.6190 Fax: 212.994.8091 MALLEABLE IRON THREAD � LETTERING SIZE: AT LEAST 1 1/2 INCHES HIGH. ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING VALVE TAGS PROGRESS OF CONSTRUCTION, TO ALLOW FOR FIRE PROTECTION INSTALLATIONS. GROOVED END AND MECHANICAL TYPE, MALLEABLE IRON, WITH RUBBER SEALING GASKETS, t:' www EPENGINEERING.com SIMILAR TO VICTAULIC CO. s" . STRUCTURAL ENGINEER 4: COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SEF SLEEVES IN VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4–INCH LETTERS FOR PIPING SYSTEM Engineering Firm PO USED–IN–PLfi�CE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE INSTALLATION–READYTMFITTINGS: FOR GROOVED END STEEL PIPING IN FIRE PROTECTION ABBREVIATION AND 1/2–INCH NUMBERS. --- �� CONSTRUCTED. APPLICATIONS SIZES NPS 1-1A THRU 21t (DN 32 THRU DN 65). FITTINGS SHALL CONSIST OF A – 36 GRADE fi5 45 12 WRH TAG MATERIAL: BRASS, 0.032–INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED Address 1 `° DUCTILE IRON HOUSING CONFORMING TO ASTM A-536, , COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR FIRE PROTECTION ITEMS INSTALLATION–RFADYTM ENDS, ORANGE ENAMEL COATED (GALVANIZED COATING SHALL BE USED FOR HOLES FOR ATTACHMENT HARDWARE. Phone Fax: REQUIRING ACCESS THAT ARE CONCEALED BEHIND FINISHED SURFACES. PIPING INSTALLED IN CORROSIVE ENVIRONMENTS). FITTINGS COMPLETE WITH PRELUBRICATED FASTENERS: BRASS WIRE–LINK OR BEADED CHAIN; OR S–HOOK. E-mail: GRADE "E"EPDM TYPE 'A' GASKET; AND ASTM A449 ELECTROPLATED STEEL BOLTS AND NUTS. „ VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2–BY-1I–INCH BOND PAPER. ' _ .: x: .<:.F::.::: :«,.:;::<: &:::. ,•: :-::n:::,.,..,x::r. .. .. .; -.:; QMMNATION IAS SYSTEM SHALL BE UL LISTED FOR A WORKING PRESSURE OF 300 PSI AND FM APPROVED FOR TABULATE VALVE NUMBER, PIPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), PROJECT WORKING PRESSURE 365 PSI. LOCATION OF VALVE (ROOM OR SPACE), NORMAL–OPERATING POSITION (OPEN, CLOSED, OR SHEET METAL, FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH a) FITTINGS SHALL HAVE A SHORTER CENTER–TO–END DIMENSIONS FOR INSTALLATION IN TIGHT S O U T H O L D AS ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. SPACES. MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES FOR EMERGENCY SHUTOFF '�-i .Mi DRAWINGS MUST BE RETURNED FROM ENGINEER EITHER "REVIEWED” OR "FURNISH AS b) FITTINGS ARE RIGID, FOR DIRECT STAB INSTALLATION WITHOUT FIELD DISASSEMBLY. AND SIMILAR SPECIAL USES. » TM 10? AND BE INCLUDED IN OPERATION AND MAINTENANCE DATA. 700 ROUSSEAU AVENUE GS. RELOCKO STYLE 101 STYLE VALVE–TAG SCHEDULE SHALL CORRECTED PRIOR TO BEING USED AS BASIS FOR COORDINATION DRAWN c) INSTALLATION–READY FITTINGS SHALL BE VICTAULIC Fl , STYLE 103, WHICH SHALL BE DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO SOUTHOLD, NY AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE FITTING. �... REPRODUCIBLE COPIES SHALL BE SENT TO THE OTHERS TRADES IN THE FOLLOWING SEQUENCEd} FITTINGS SMALL REQUIRE VISUAL PAD–TO–PAD VERIFICATION OF COMPLETE INSTALLATION. PROVIDE DIAGRAMMATIC CHART LISTING ESSENTIAL FEATURES OF THE SYSTEM. FOR THE INCLUSION OF THEIR WORK: e) FITTING GASKETS: PRESSURE–RESPONSIVE, SYNTHETIC RUBBER LISTED FOR USE WITH THE HOUSINGS. PIPING SUPPORT DRAWIWING TITLE ELECTRICAL WORK SPRINKLE R MECHANICAL PIPING SOLDER JOINTS SHALL BE PERMITTED FOR EXPOSED WET PIPE SYSTEMS IN LIGHT HAZARD IN ACCORDANCE WITH NFPA 13, PROVIDE EARTHQUAKE BRACING IN ADDITION TO CONVENTIONAL SPRINKLER PIP114G OCCUPANCIES WHERE THE TEMPERATURE CLASSIFICATION OF THE INSTALLED SPRINKLERS IS OF HANGER ASSEMBLIES. SPECIFICATION PLUMBING PIPING THE ORDINARY– OR INTERMEDIATE–TEMPERATURE CLASSIFICATION. PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, CONTRACTOR SHALL HAVE TOP BEAM CLAMPS, SIMILAR TO TOLCO FIG. 65. SUBMITTED SPRINKLER PLANS AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING SOLDERING FLUXES SHALL BE IN ACCORDANCE WITH NFPA 13. BUREAU FOR RIEVIEW. BRAZING FLUXES, IF USED, SHALL NOT BE OF A HIGHLY CORROSIVE TYPE D. HANGER RODS, CARBON STEEL, SIMILAR TO TOLCO FIG. 99, SIZED IN ACCORDANCE WITH NFPA DATE 13. AFTER ALL TRADES HAVE INCLUDED THEIR WORK ON THE COORDINATION DRAWING AND NOTED PIPE SL_FFVF'S AND SEIALS 513117 CONFLICTS, ALL TRADES SHAM MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE ADJUSTABLE HANGER RINGS, CARBON STEEL WITH KNURLED SWIVEL NUT, SIMILAR TO TOLCO PROJECT NUMBER SOLUTIONS. E1kCH TRADE SHALL SIGN COORDINATION DRAWINGS. ITEMS NOT SHOWN ON STANDARD WEIGHT GALVANIZED SCHEDULE 40, PACKED WITH FIRE AND SMOKE RESTRICTIVE FIG.2. 025 COORDINATION DRAWING ARE RESPONSIBILITY OF OMITTING CONTRACTOR AND CONTRACTOR IS MATERIAL IN ACCORDANCE WITH NFPA 13. SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. 2017 N ADJUSTABLE CLEVIS HANGER, CARBON STEEL WITH NUT ABOVE AND BELOW CLEVIS, SIMILAR TO ER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER TOLCO FIG. 1. DRAWN BY THE ARCHITECT AND ENGINE STOP. LATHE TO ACCEPTABILITY OF INSTALLATIONS. Y DRVVN ENGINEER WILL PROVIDE ASSISTANCE RE ;> SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP. MAXIMUM LOADING INCLUDING PIPE CONTENTS EQUALS 7596 OF RATED CAPACITY. ALL HANGER D A MATERIAL SHALL BE GALVANIZED. �.� RSCALE REVIEW FOR ACCEPTABILITY OF INSTALLATIONS. AS NOTED IONS SLABS AND/OR CEILINGS ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, / WATER FLOW SWITCH: U.L APPROVED FIRE SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE DRAWING NUMBER AND RE–INSTALLED IN CONFORMANCE WITH COORDINATION DRAWINGS. WITH A SMOKE TIGHT PARTITIONS. m RATING INCLUDING S PRESSURE TYPE: PROVIDE POTTER MODEL PS-2 PRESSURE TYPE FLOW SWITCH WITH TWO SETS E COORDINATION OF HIS OF S.P.D.T. CONTACTS. 00M00 OAF I EACH CONTRACTOR (MENTIONED ABOVE) IS RESPONSIBLE FOR TH SUB–CONTRACTORS. VALVESOF N 2VANE TYPE: PROVIDE POTTER MODEL VSR–F VANE TYPE WATER FLOW SWITCH WITH RETARD AND THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE VICTAUUC GROOVED END VALVES: TWO SETS OF S.P.D.T. CONTACTS. �— SEAL SHEET N0: 7 OF 7 .... ... -.... .. -.... .::..::::. :.:..... ...... ...;.. .. .. ..... ... ; SCC:, .... :aa..,. .Tia... . .... .. ......r. :4. � ..........:r: ...... ;.Ec``:. ...�:. ..E.n... n�, s., v a.'X:,:............. , ..,,.x... .�....... ,...