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Home My WebLink About35790-Z Town of Southold Annex 3/26/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 f CERTIFICATE OF OCCUPANCY No: 36824 Date: 3/26/2014 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 74365 Main Road, Greenport, SCTM 473889 Sec/Block/Lot: 45.4-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this officed dated 6/30/2010 pursuant to which Building Permit No. 35790 dated 8/19/2010 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: interior alterations to an existin¢ second floor for office space as applied for. The certificate is issued to Greenport Heights Dev. LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35790 2/1/12 PLUMBERS CERTIFICATION DATED 3/6/07 Edward J Kopf Ap riz d Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35790 Z Date AUGUST 19, 2010 Permission is hereby granted to: GREENPORT HEIGHTS DEV. PO BOX 75 SOUTHOLD,NY 11971 for INTERIOR ALTERATIONS TO AN EXISTING 2ND FLOOR STORAGE AREA TO OFFICE SPACE AS APPLIED FOR at premises located at 74365 MAIN RD GREENPORT County Tax Map No. 473889 Section 045 Block 0004 Lot No. 003.001 pursuant to application dated JUNE 30, 2010 and approved by the Building Inspector to expire on FEBRUARY 19, 2012. Fee $ 650.00 Autho°i ed Sign ture ORIGINAL Rev. 5/8/02 Form No. 6 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 1% 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 Date. e 2O /)4, New Construction: ? Old or Pre-existing Building: (check one) Location of Property: 7 y 3 41~Z4h A`L- "r4 e4 , o dt t House No. Street Hamlet Owner or Owners of Property: G1_4yt lzlw~ 4 ~b MNU._. 2- /_C0. lk~ . /06_ ~ 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: $ S 0 . Applicant gnature pF SOUTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G Southold, NY It 971-0959 • ~o roger. richert(a)town.southold.nv.us coutim,Nc~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Greenport Heights Development,LLC (Mike Domino) Address: 75365 Main Rd City: Greenport St: NY Zip: 11944 Building Permit 35790 Section: 45 Block: 4 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Alan Hubbard Electrical InC License NO: 4285-me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor 1st Floor Pool New Renovation 2nd Floor X Hat Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpl Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 16 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust tans, 20 wall mount electric heaters (2000 W) 8-8ft electric base board heaters (2000W ) Notes: Inspector Signature: Date: Feb 1 2012 '-v 81-Cert Electrical Compliance FormAs Dec 26 06 11:12a Joy and Mike Domino 631-765-8402 p.l Town Iia14 53095 Main Road Fax (631) 765-9502 P.O~ Hox 1179 Tekephone (631) 7654802 Southold, New York 13971.0959 SULDING DEPARTMENT TOWN OF SOU MOLD fj;RTIFICATION G b _ Date: -3 Building Permit No. Owner: 1 -r22nAl1~f (Please print) Plumber: G[~$WAOf 3 KO~F (Please print) 1 cerdfy that the solder used in the water supply system contains less than 2/10 of t% lead. / (Flumbels Si& atwe) Sworn to before me this C?J "T r M r day of ~I~1V Q -c1- 20 Cn Gf` ZS 1 Notary Public, S t Coun:y VcTRA" P, MV7rAN NOTAR f cr...i^ Sts'c 'haw York Dvnty Cemms~,.n`;p^~ id,dct 13,-r-2CSL sooryo* LD TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR i` do TOWN OF SOUTHOLD BUILDING DEPT. { 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY kFIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ rt-2~ C~ 7so DATE - ~S INSPECTOR 14 +-3s-7 go 0 r # 35-7 q- I ti C-) TOWN OF SOUTHOLD BUILDING DEPT. 1'85.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY ~f FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- f PAL ~~-nom DATE 2-1- l Z INSPECTOR it TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT OONSTRUCTM [ J FIRE RESISTANT PENETRATION REMARKS: DATE l INSPECTOR M,,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ l RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH( & ELECTRICAL (FINAL) REMARKS: DATE 1 1v INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RIB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ]ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIRI,D N ItRPORT DATE CONIlIX"NTS W ro FOUNDATION (1ST) O ~a FOUNDATION (2ND) J x ' f ~c W . ROUGH FRAAMQ & PLUMBING 7lj G INOULATION PERN. Y. a STATIC RNRRGY CODE - 4 Z L (n(of~ ( GK 4z U FINAL ADDMONAL COMMENTS /8 5 z P z dF - I?- Naz 5 ~N -or-- Fog 2i y,g TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health ? SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 570 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 / -2r Check Septic Form / N.Y.S.D.E.C. o, Trustees / Flood Permit Examined 120 Storm-Water Assessment Form Contact: Approved W ` Mail to: fd• Oox7} Disapproved a/c S• y Ai V Al- Y_ / / 9 7/ Phone: G..1/' 71, t' ?%o y Expiratio , 20 Buildin Inspector APPLICATION FOR BUILDING PERMIT Date .Luna 3a 20 /D INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Q 7~ Q . GJD~'N'.d (Signature of pplicant or name, if a corporation) P D /3s,~ 7r- So u -/h #I/ W X //17/ (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 04114 er arrov_f Ore e70r/ r. 4r., Name of owner of premises Ai c k a e / a,K.d T ?.7.+a wa As on the tax roll or latest deed) Ifawlican rpo tior n, signature o reP duly authorized officer \\ll_ f ns.:. Glr{ D , LL c . (Name an(( title officer) Builders License No. 7_0 g 1 A S P 2 ATSCr &W F Plumbers License No. T Le de f a. w, ; „ r,( Electricians License No.7.- 60 Other Trade's License No.-% &o 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ,1 7 r Block 64V Lot 3 . Subdivision 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 Vac4 K -)I-- b. Intended use and occupancy re,4k ( /.a F f e- 3. Nature of work (check which applicable): New Building ? Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~a- J7r7~ , Fee 21 (To be paid on filing this application) 5. If dwelling, number of dwelling units /I/ R Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Co ot m ene r a ~V f~ ie 7. Dimensions of existing structures, if any: Front 4o6.q (!t Rear Ga• V~mt Depth qO'- Y" Height 2-3 ` T Number of Stories it f Dimensions of same structure with alterations or additions: Front AIIA Rear Depth Height Numbe of Stories 8. Dimensions of entire new construction: Front G o. Rear 6. 3 Depth yo r Height Z3 r 7 Number of Stories 9. Size of lot: Front / 7S' Aaff Rear f ]S. 3 7•e, f Depth X13. ~ 7' (.?ef firn 1301-nI,47 75'3.f(' /e0sseex 10. Date of Purchase Z~oZ Name of Former Owner 0#14 eC- C4RI' /~E'+I-TX C;07np 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ NO_,K Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 0 of ` ddress 31jo 00 Ov Phone No. 76.- 4 yoZ Name of Architect J-, 'F LE k c i~Address 13~ n41 f 9W0AM Phone No 208'-8 ?So Name of Contractor flirt S&Y aw • Address tJi/.Lt 1 rr! Phone No. 7 - 61Y 4 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. p't NCO. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. / 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. V/ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I`//ja 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SAN 10 )-I i chae ( bom ion b being duly swom, deposes and says that (s)he is the applicant (Name of individual) signing contract) above named, (S)He is the 4-14vy f g1 (r/1 16 1 L I-O - (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 before me this 3 day of , J t„e.rtq_ 20~ uc~ CFIRISTINE W§TER~ Yabli75tete of New York Notary P FO61779t , 1 Sign ure of Applicant Qualified in SuHOik ;runty Cornmission Expires No.ember 1-1 look Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM - PROPERTY LOCATION: S.C.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN i tl' ewe on '615Z- ToT CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION rrEM # / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? r I Will this Project Retain All Storm-Water Run-Oft (Include Total Area of all Parcels located within / J z Generated by a Two (2') Inch Rainfall on Site? ? the Scope of Work for Proposed Construction) . r i Aenw- ts (This Item will include all runoff created by site It. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the Proposed Zl p-z) Site Improvements and the permart rnt creation of construction activity? (S.F. mass) impervious surfaces.) 2 Does the Site Plan and/or Survey Show Ali Proposed PROVIDE BRIEF PROJECT' DESCREMON (PmNra AddtlaW PAlaswN.ra.a) Drainage Structures Indicating Size & Location? This ? Item shall include all Proposed Grade Changes and GfG p -'L~t W% n Slopes Controlling Surface Water Flow. p V,""3 Does the Site Plan and/or Survey describe &a erosion SGC a,' 410 0/- G % f 74/%4 and sediment Control practices that will be used to Y I 0 A control site erosion and storm water discharges. This ' ~eL G At re- tot- G ILA /4 Item must be maintained throughout the Entire m1~~ / I L Construction Period. /A~m, x f'l 2t i`m1(-. ,p A 4 YDOHL J4 . 4 Will this Project Require any Land Filling, Grading or IL / / Excavation where there is a change to the Natural t /o S t _ /V ! Y KG PY'IG! ° /r Cf' in //V Existing Grade Involving more than 200 Cubic Yards V_ ~Y ! ~Tj/'tir~? of Material within any Parcel? r 5 Will this Application Require Land Disturbing Activities / Encompassing an Area In Excess of Five Thousand ? y (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the ? Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Remuirementa: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP Is required for all Construction activities Involving soil Beach? disturbances of one (1) or move acres; Including disturbances of less than one acre that 7 Will there be Site preparation On Existing Grade Slopes ? are pad of a larger comma n plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rine to Including Construction activities Involving sok disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? the DEC has determined that a SPDES pemdt is required for storm water discharges. ( SWPPP's Shall meet the Wnlmum Requirements M the SPOES General Permit 8 Will Driveways, Parking Areas or other Impervious for Storm water olsmharges from Construction activity - Permit No. GP-0-10-001.) Surfaces be Sloped to Direct Stomr-Water Run-Of 1. The SWPPP shag be prepared prior to the submittal of the Not. The Not shall be Into and/Or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, pat.urheurxlbn storm water management prances that will be used andror Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in smnn water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the ems and condabm of this permit. In addition, the SWPPP Maio Areal (nth ion ale xorkwiue. dm rmhaamsn amdww.y Asram.) Identify potential sources of pollution which may reasonably be expected to affect the qually of stem weer discharges. NOTE: N Any Answer to Questions One through Mos In Amserad with a Check Mark 3. M SWPPPs that require the poste nstruGbn slam water management practice In a Box and the construction Oita dislumance Is between 5.000 S.F. 8.1 Awe In area, omporent shallbe prepared by a quaMled Design Prolessbnai Dcensed in New York a Stwm-Waer, Grading. Drainage & Erosion Control Pen Is Rsquled bythe Town of that is knowledgeable In the principles and par 19 of Storm Water Management Southold and Must be Submitted for Rovlaw Prior to Issuance of Any Building Parana. (NOTE: ACM*Mrk(4) wpw MSxerforeadhQmt1anb Pegaedbra CmVih AppkWmI STATE OF NEW YORK, ~e COUNTY OF SS CHRISTINE FOSTER / r • Notary Public, State of New y That I, . l G....r(. ~,1....1:.... /40 being duly sworn, deposes and sitY,,Qptf~ I%Id applicant for Permit, (Name or lnawdual soft ooamha p Qwwnffled in Suffolk County And that he/she is the , D!!! n e ..Y CotnmtsSIOn Expires Novembgr. IA, Zp~ i (Owner, Contactor, Agent. Corporate Officer, etc.) Owner and/or representative of the 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 tme to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; day of r7Z-- 20.I6 Notary Public ' . (SignAix>Gmnq FORM - 06/10 ~O~~Qf S11UT~6> s is Mond TdePhow 00 765-19D2: P.O.B u nV us . .1Saoc1179 SOU&OK NY 119714" BUIMINGDFPARPl6 ERr TOWN OF SOUTSOLD APPLICATION FOR ELECTRICAL INSPECTION REQVI=STED ICY: 1J l 'rv bb Date: - 3 -Q 0 t . CornpanX. Name: Ajh7j 0 J G ante: nse No.: 01 - rvi Address: ~X /q Phone Na.: 3r a X JOBSITE INFORMATfON- (*fndicates required information) 697-. *Name. CREEn/PofLI- Htr'a.berj- -Dj~-JVV LG-G - *Add`ress: l /4i l(~ Ds a2i u o) 7f 36s mdlk 0 *Cross Street: _ AA n a 6s Rarz; *Phone No.: x#77 - kV,? Piarrnit No.: g P 3 X79 a Tax Map Dis et: 1000 Section: Block y- Lot: 3._. *BMEF DESCRIPTION OF WORK (Please Print a"rly) ILA / .(Please Chvie All That Apply) GIs job ready for Inspection: YES NO Rough In' l Final- "bb ynu need a Temp Certificate: YFS 1'entp •Mformatton (If needed) • CJ *ServlcO Size: 1 Phase. 3Phase 100 150. 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of service overhead - ~ Additional Information: PAYMENT DUE YV-ITH APPLICATION 1 r 141 -064 ~ 5 lac %JEFFREY T. BUTLERV P.E.,P.C. 206 LINCOLN STREET RIVERHEADI, NEW YORK 1 1 901 63 1 -208-8850 UCENBED PRDFEBBIDNAL ENGINEER July 30, 2010 Mike Verity Town of Southold Building Department Re: Greenport Heights, (SCTM 1000-45-04-3.1) Proposed Second Floor Change of Use Dear Mr. Verity: Please note the following concerning this application: • The allowable sanitary yield for the site is 912.6 GPD. • The total flow as calculated per SCDHS standards for the existing and projected flow is 336 GPD which represents 216GPD for the existing first floor space and 120 GPD for the proposed office space on the second floor (2000 sq. ft. @.06 GPD SQ. FT.) • The existing septic tank (1200 gallon) and leaching pools (375 sq. ft.) are sufficient to meet the new flow requirements. Please call if you should have any additional concerns about this application. ~F NEW YO C/D ~`C.~P~y T. BUTlF9~~ incerely, k u #;'Buler7P.E. 073 pROFESS~c- AUG -4 2010 D BLDG. DEPT. TOWN OF SOUTHOtO Greenport Heights Development LLC 74365 Main Road Greenport, NY 11944 August 20, 2010 Michael Verity Chief Building Inspector PO Bx 1179 Southold, NY 11971 Michael, This letter is a follow up to our phone conversation of 08-19-10, wherein you requested I set down in writing Greenport Heights Development LLC determination to adhere to the terms of the site plan approved in 2007 and on file in your office specifically with respect to six land banked parking spaces required as per calculations also shown on the site plan. Furthermore, we will comply with the terms of the Suffolk County Health Departments approval of construction dated March 11, 2005 and calculations shown on the site plan also on file in your office. As this matter has been previously presented to the Planning Board by our attorney Patricia Moore; and our engineer Jeff Butler has supplied supporting documentation as recently as last month, we are hopeful that no finther requests or delays will follow. Regards, Olu/p p ~C~I~MC Michael Domino p AUG 2 4 2010 BLDG. DEPT. TOWN OF SODTNOLD ho~~pF SOUlyolo Town Hall Annex 411 Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 G I Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 25, 2012 Greenport Heights Dev PO Box 75 Greenport, NY 11944 Re: 74365 Main Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) ~A fee of $50.00. Final Health Department Approval. ? Plumbers Solder Certificate. (All permits involving plumbing after 4/7/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35790- Alterations COMcheck Software Version 3.7.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Greenport Heights Construction Site: Owner/Agent: Designer/Contractor: 74365 Mian Road Mike Domino Jeffrey T. Buller, P.E. Greenport, NY 11944 74365 Main Road Jeffrey T. Butler, P.E., P.C. Permit Date: 6/10 Greenport, NY 11944 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Vertical Glazing / Wall Area Pot.: 10% Activity Type(s) Floor Area Office 1760 Section 3: Requirements Checklist Envelope PASSES: De~ign 2% bettei then code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factona) Roof 1: Attic Roof with Wood Joists 1760 30.0 0.0 0.034 0.027 Exterior Wall 1: Wood-Framed, 16" o.c. 1440 21.0 0.0 0.062 0.089 Window 1: Vinyl Frame:Double Pane with Low-E, Tinted, SHGC 148 - 0.340 0.400 0.34 Floor 1: Wood-Framed - 1760 30.0 0.0 0.034 0.033 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-factors labeled as certified. 4. Insulation Installed according to manufacturer's Instructions, in substantial contact with the surface being Insulated, and in a manner that achieves the rated R-value without compressing the insulation. 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements In COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. Project Title: Greenport Heights Report date: 06109/10 Data filename: Untitled.cck Page 1 of 11 When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. 5Pv.v#) T P~ 10 Name - Title Date Project Notes: Build out of second floor space ~F NEWY ~~PEV I B(/ COD Ic Cr r t`' 2 ~ `rF 0734 opROFESS\O~P~, Project Title: Greenport Heights Report date: MOM0 Data filename: Untitled.cck Page 2 of 11 COMcheck Software Version 3.7.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Greenport Heights Construction Site: Owner/Agent: Designer/Contractor: 74365 Mian Road Mike Domino Jeffrey T. Butler, P.E. Greenport, NY 11944 74365 Main Road Jeffrey T. Butler, P.E., P.C. Permit Dale: 6/10 Greenport, NY 11944 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Office 1760 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1760 1350 YES Exterior Lighting: Cj 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: El 3. Master switch at entry to hotel/motel guest room. 4. Minimum of one manual control for each space with no task activity (i.e. storage). Multiple manual controls, occupancy sensor, automatic timer, or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. 5. Photocell/astronomical time switch on exterior lights. Of E~ Exceptions: Lighting intended for 24 hour use. T. B(/~. O 6. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Luminaires with three lamp ballasts (or electronic high-frequency single-lamp ballasts). Section 4: Compliance Statement 2 Compliance Statement: The proposed lighting design represented in this document is consistent with the-bdtl<f' 0 and other calculations submitted with this permit application. The proposed lighting system has been design . ork Energy Conservation Construction Code requirements in COMcheck Version 3.71 and to comply with the man in the Requirements Checklist. T • ~un,1i Qf • - o- Project Title: Greenport Heights Report date: 06109110 Data filename: Untitled.cck Page 3 of 11 Name - Title Signature Date Project Title: Greenport Heights Report date: 06/09/10 Data filename: Untitled.cck Page 4 of 11 COMcheck Software Version 3.7.1 Interior Lighting Application Worksheet 2010 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B c D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) Office 1760 1 1760 Total Allowed Watts = 1760 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description I Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. Incandescent 1: Incandescent 75W 1 18 75 1350 Total Proposed Watts = 1350 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 1760 Total Proposed Watts = 1350 Project Compliance = 410 ,Interior Lighting PASSES: Design 23% better than code, Project Title: Greenport Heights Report date: 06109/10 Data filename: Unfitled.cck Page 5 of 11 COMcheck Software Version 3.7.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Greenport Heights Exterior Lighting Zone: 2 (Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: 74365 Mian Road Mike Domino Jeffrey T. Butler, P.E. Greenport, NY 11944 74365 Main Road Jeffrey T. Butler, P.E., P.C. Permit Date: 6/10 Greenport, NY 11944 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Wafts / Unit (C x D) Main entry 2 ft of door width 20 Yes 40 150 Total Tradable Watts' = 40 150 Total Allowed Watts = 40 Total Allowed Supplemental Watts" = 600 Wattage tradeoffs are only allowed between tradable areas/surfaces. " A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areastsurfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Incandescent l: Incandescent 75W 1 2 75 150 Total Tradable Proposed Watts = 150 Section 4: Requirements Checklist Lighting Wattage: 0 1. Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. Controls, Switching, and Wiring: ? 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. ? 3. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the lighting is not required. Exceptions: Covered vehicle entrance/exit areas requiring lighting for safety, security and eye adaptation. Exterior Lighting Efficacy: Project Title: Greenport Heights Report date: 06109/10 Data filename: Untitled.cck Page 6 of 11 0 4. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Exterior Lighting PASSES. Design 0.0% better than cQde. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Date OF NEW y T. B(/ aC >Ac Ij U 2J'~c 073493 ~'°ROFESS\~aP' Project Title: Greenporl Heights Report dale: 06/09/10 Data filename: Untitled.cck Page 7 of 11 COMcheck Software Version 3.7.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Greenport Heights Construction Site: Owner/Agent: Designer/Contractor: 74365 Mien Road Mike Domino Jeffrey T. Butler, P.E. Greenpon, NY 11944 74365 Main Road Jeffrey T. Butler, P.E., P.C. Permit Date: 6/10 Gresnport, NY 11944 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List uan I System Tyne & Description 1 HVAC System 1: Water Source Heal Pump, Heat Capacity 150 kBtu/h Cool Capacity 150 kBtu/h, Heat Capacity 150 kBtu/h Cool Capacity 150 kBtu/h / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ? 1. Heat pump thermostat required when supplemental electric resistance heat is installed I] 2. Cooling system provides a means to relieve excess outdoor air during economizer operation. (D 3. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate 4. Closed-circuit cooling tower has: a) automatic bypass valve for condenser water loop or b) lower leakage positive closure dampers ? 5. Open-circuit cooling tower has automatic bypass valve for condenser water loop ? 6. Two-position valve on each heat pump having total heat pump system power >10hp O 7. Open- or closed-circuit cooling tower used with heat exchanger has a means for shutting down the circulation pump on the cooling tower loop ? 8. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load L11 2. Minimum one temperature control device per system ? 3. Minimum one humidity control device per installed humidification/dehumidification system L11 4. Load calculations per ASHRAE/ACCA Standard 183 Li 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations C] 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum ? 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are pan of a building assembly Project Title: Greenpon Heights Report date: 06/09/10 Data filename: Untitled.cck - Page 8 of 11 - Exception: Duds located within equipment - Exception: Duds with interior and exterior temperature difference not exceeding 15 degrees F. - Exception: Continuously welded and locking-type longitudinal joints and seams on duds operating at static pressures less than 2 inches w.g. pressure classification 8. Mechanical fasteners and sealants used to conned ducts and air distribution equipment F) 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all duds; UL 181A or 181 B tapes and mastics O 10. Operation and maintenance manual provided to building owner 11. Balancing devices provided in accordance with IMC (2006) 603.17 0 12. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 112 in spaces >500 ft2) and served by systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. - Exception: Systems with heat recovery. - Exception: Multiple-zone systems without DDC of individual zones communicating with a central control panel. - Exception: Systems with a design outdoor airflow less than 1200 dm. - Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 dm. 13. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings - Exception: Gravity dampers acceptable in buildings <3 stories - Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 dm where dampers are Interlocked with fan 14.Stair and elevator shaft vents are equipped with motorized dampers 15.Automatic controls for freeze protection systems present 0 16. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Section 5: Compliance Statement Compliance Statement., The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. %T7ir111111111. T. X& A-. Name - Title I na u o f NE W C W C/ J'~c 073493 FE Project Title: Greenport Heights Report date: 06/09/10 Data filename: Untifled.cck Page 9 of 11 COMcheck Software Version 3.7.1 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 7 1. Heat pumps having supplementary electric resistance heat must have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the healing load. 2. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. 3. Loop temperature controlled with 20 degrees F deadband where neither cooling lower/fluid cooler nor boiler can operate. 4. Closed-circuit cooling tower has either an automatic bypass valve for condenser water loop or lower leakage positive closure dampers. 5. Open-circuit cooling tower has automatic bypass valve for condenser water loop. 6. Two-position valves must be provided on each heal pump where the total heat pump system power is greater than 10 hp. 7. Open- or closed-circuit cooling tower used with heat exchanger has a means for shutting down the circulation pump on the cooling tower loop. 8. An integrated air economizer is required for individual cooling systems over 54 kBtu/h in the selected project location and allows simultaneous operation of outdoor-air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system Is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be Insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 8. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in Project Title: Greenpon Heights Report date: 06109110 Data filename: Untitled.cck Page 10 of 11 • accordance with UL 181A and shall be marked'181A-P' for pressure sensitive tape,'181A-M' for mastic or'181A-H' for heat-sensitive tape. Tapes and mastics used to seal flexible air duds and flexible air connectors shall comply with UL 181 B and shall be marked '181 B-FX' for pressure-sensitive tape or'181 B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 10. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration Information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-detennined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. it. Balancing devices provided in accordance with IMC (2006) 603.17. 12. Demand control ventilation (DCV) required for high design occupancy areas (>40 person/1000 112 in spaces >500 ft2) and served by systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. - Exception: Systems with heat recovery. - Exception: Multiple-zone systems without DDC of individual zones communicating with a central control panel. - Exception: Systems with a design outdoor airflow less than 1200 cfm. - Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cm. 13. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool-down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/fl2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. - Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height. - Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm (140 Us) or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. - Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. - Exception: Ventilation systems serving unconditioned spaces. 15. All freeze protection systems, including self-regulating heat tracing, must include automatic controls capable of shutting off the systems when outside air temperatures are above 40 degrees F or when the conditions of the protected fluid will prevent freezing. Snow- and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50 degrees F and no precipitation is falling, and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 degrees F. 16. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness. Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. - Excepton: Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. - Exception: Systems serving spaces that are heated and not cooled to less than 60 degrees F. - Exception: Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Exception: Heating systems in climates with less than 3600 HDD. - Exception: Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64 degrees F. - Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil. - Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) healed to no more than 2 degrees F below room setpoint temperature, c) cooled to no lower than 3 degrees F above room selpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Project Title: Greenport Heights Report date: 06/09/10 Data filename: Untitled.cck Page 11 of 11 SURVEY OF PROPERTY limn SITUATED AT S 821430^ E ~2> / at: &/O/p&ZA'POxr GREENPORT y TOWN OF SOUTHOLD 175.37' /ry i SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-45-04-3.1 SCALE 1°=30' r I ~ AUGUST 12, 2002 M1 i? I N \ 1.21 YY y A, JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY & TEST HOLE Y° \ 1, FRESFWAIER WENANDS yy O JANUARY 5, 2004 ADDED WETLANDS AS FLAGGED 22- AL 23 - 1 A` m a rLE4111W1F11 inwoc rs Ak 111 rn FEBRUARY 3, 2004 LOCATED ADJACENT BUILDINGS FOR SETBACKS 24 ZL4\ I \ It xw-xrrs. xK _ _ - - AL ~ AUGUST 27, 2005 FOUNDATION LOCATION AREA = 66,260.58 sq. ft. 1.521 ac. I I I ~ / zLi ~ ~ ~ II I zl ' - ' / ~ _ CERTIFIED T0: I PECONIC ABSTRACT GREENPORT HEIGHTS DEVELOPMENT LLC MICHAEL DOMINO pAr 110 - NOTES: NOTES: - - - - 1. ELEV 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM E EXISTING ELEVATIONS ARE SHOWN THUS: -1 E EXISTING CONTOUR LINES ARE SHOWN THUS: - 20-- v 2. EXI51 2. EXISTING SPOT ELEVATIONS AND CONTOUR LINES ARE AS PRIOR TO THE START OV CONSTRUCTION. t~ 0t 2 - - - ~ I I zu k2 I I +yy~o -31 I 1 x 353 23 a~ J.tl \ :13 \ u., Zy 2 ° i.l 251 0 O O x TJ LL ~ t-y OfW ° r ~g.Y N ND z ~ I ~ CONC. FlE% (IYP.)~ I I FiNIE F1U>•E a ~•e T5. \ =Cmm rouxo"il'o.i^ S 2s spry s o m ral a ralxoNmN a 2" 1 m. l 1 yz II 1 WTepi y~\ m II 19'N TON OTHIS THIS THIIOSIU IS MNIAOR M KNTON SECTION 77200 OF THE NEW YORK STATE b\ I 11.I o \ W 0' _350 _ 11 I 1114 ,Ib E?IIGTION IAW. ,-IMP a" ° r`"" 11. 1b o I ~ ~ \ cuNC. erns (ris.) f ° L oa'w It . 1 BEA 0 ql'N. COPIES LWDFSD IfM1MORR5 INKED SELL OBHING I I 1 EMBOSSED SEN. SINLL NOT BE CONSIDERED 1 TO BE A'AUD ME COPY HREDN bUOFl 16N CE~FOIIO TITHES IPERSON~FOR WHOM THE SaBI h $ / ?~9 u 1 1 'N. IS PREPARED, COI AND ON HIS BEHNS TO THE . 1111 C 1}a SIOIf/ fM1E 25- y~/ / /6l~11.LZL3. /lis _ 1 ].L} 43 TfllUE MIND COMPNIY, 0 IJST ENTAL HI511111110H Il6THE HEREON, A e, ~ AND TO THE , 1, R 1~ 33.9 ~4iol •,-23 TUlroNTO THE ASSIRIFFT K THE LENDING NST TR NS . CERDFlG1pN5 ARE NOT NOT TMNSFEMBIE. THE EXISTENCE OF RIGHTS OP WAY AND/DR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. ~i ~ ~ ~ i,-.---,uv - °w'~~++~ mE ro~ - •..)7500: Fla'... ~ " " - • STREET 42~ Po ARED IN AGGMGWCE NRX THE NINIIIIN STANDIRDS FOR IN su~ ESTABLISHED Joseph A. Ingegno m THE LI.ALS ANO MPOGAGaED 0 ADOPTED fIXl SWI 05E BT THE xfR SiA]E LAND _ :5 x,30. w :Fg~NT44y TRLE wssocwwN . U ~ r 21" = 1'S u1 27.0 (N. WKTEIL M SIKET) 5 o Land Surveyor (fUKw .42.1' IF litle Surwye -Subdivisions - Site Plane - Construction Layoul PHONE (631)727-2090 Fax (631)727-1727 OFFlCES LOCATED AT MAILING ADDRESS Uc. No. 49666 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New YOM 11901 Riverhead. Nov York 11901-0965 5 e2°24'50^ E 5 82°24'50" E VILLAG N/O/F Z- ~-CA5r IR COVSt5-7 FINSHM SEPTIC TANK (U GAVT IRON FRANE AND LEGEND E OF GREEAPORT BEARING IO 6RAM _ COVER TO eFtADE FIR iTREN6TH OF S EPAM 51® L CONCRETE SHALL HAVE A MINIMUM GOhIPRE551VE STREN6TH OF 'R IG 4 0 D• TRAr•PIC 3000 p61 AT 26 DAYS. - - SLAB - - B' BEARING p 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP THIGKNES_' )P THICKNESS EXISTIN6 6RADE - - Ira Er INFr y PER FT SLAP' I OF 8" AND A BOTTOM THICKNESS OF 6". ALL WALLS, BOTTOM AMC BOTTOM AND O 175.37' uASG 2I~ I - _ Ra+utE MK I TOP SHALL CONTAIN REINFORG4N6 TO RE515T AN APPLIED FORCE N 4- VIA I OF 300 pef. PLIED FORGE PROPOSED GRADE TG 0.00 _ BG 0.00 - PIPE OR .A55 2400 FROM KITG/EN I FIDH L FE OR I I MIN. 4' VIA, amen 3. ALL JOINTS SHALL BE SEALED 50 THA T THE TANK 15 IS EWVALIENT i11VALENi I I PITON® MN I WATERTIGHT. PROPOSED LEACHING s O I PIiCAIETCheD 1/4" ruIFA/4• y pi I/4• A' I TO 5EPTIC TANK q THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL .I I MN. 4• VIA IN ALL PIrGItEO . DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") ON A MINIMUM 3" I I MN. Ve• A' THICK BED OF COMPACTED SAND OR PE 4 GRAVEL. MINIMUM 3" POOL WITH CURB INLET / ) J J' I A' f /y FLAG i II I I 5. A 5' MIN. DISTANCE EIET'HEEN SEPTIC TANK AND BUILDING 5HALI ILDIN6 SHALL PROPOSED LEAGHIN6 / S POOL WITH SOLID COVER ~ • ~ ~ ~ ~ o G y~ Q I I ITHIG BE MAINTAINED. .I I LEACHIN5 FOOLS (2) ALL p 1. LEAGHIN6 POOLS ARE TO BE GON5TRik.TED OF PRECAST =CAST EXPANSION POOL • f FLAG FRESHWATER WETLoNGS ~ REINFORCED CONCRETE (OR EGUAL) LEA;HIN6 STRUCTURES, SOLIC ,TYRES, SOLID - °W-< IL' µ /q DOMES AND/OR SLABS. EXI5TIN6 CONTOUR - - m o o p w 1 ED~E OF I . _ I m 2. ALL COVERS SHALL BE OF PRECAST PEINFORCED CONCRETE (OR EQUAL). CONCRETE j o rv^ c p S - Fkr OER DS AS FLA5 a I / FLAGGE ED B}'" EN EN--CONSULTANTS LTANTS, Inc ~ 3. A 10' MIN. DISTANCE BETI^FEN LEACHIN3 POOLS AND HATER v ry rv ID WATER EXISTING CONTOUR TO _ I ON GEGEMBER 19, 2003 , ~ I LINE SHALL BE MAINTAINED. BE MANIPULATED FLAG AL ~ FLA I DETAILS OF CONSTRUCTION I. USE ONE (1) REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPOSED CONTOUR OO O 4 (1000 GALLON) IG TANK. ry 2. USE FIVE (5) 6 FT. DIAMETER, 3 FT. HIGH PRECAST CONCRETE GONGRETE SURFACE WATER FLOW O IJ r' LEACHING RING5. TL.Ip~~~~~~,~ 3. L15E 4 INCH DIAMETER, APPROVED SEVER PIPE THROU6HOUT. ~m II ~ I 4. THE WA5TELINE FROM THE SEPTIC TANK SHOULD ENTER THE [TES R THE FROP05ED DRAINAGE W MAIN RING AS H1644 AS POSSIBLE 5. BAGKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. ) GRAVEL. LEAGHIN(5 POOL NO. K. W Z 6. SLABS SHALL BE BETWEEN IO' AND 14' BELOW GRADE. kDE. Z ty LL J O, I I Nore N NOTE. T. 50LID CONCRETE COVER SHALL BE BE THEEN 6" AND 12" BELOI^ 40 12" BELOW "REA TO REMAIN NATURAL i CRO56OVER FPE5 M15T BE OF D' OD. F4PE, 20 ING 5 ON GRADE. CENTER WITH CENTER LINE 16• B19-0H THE LICUID LI pCA~~ e. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ROVE Ali H ^ S ROVE ~Wk0e1wflfD W qulw~wtd)Y~d1YMww~ z LL I 68566E TRAP SEASONAL 64ROUNDHATER, AppwW SEPTIC TANK NOT TO 56ALE Na ywawlrrcr.wwww~-olr.ar...w•~•q? ~ o xlr.w K. c -o' - / ~/G Q C/1 NOT TO SCALE ; hy..t/Ac !rN•d/.'100 Utz /raw ~t~ . ~y p- W ry lrla SrP [/-'coal Q t_SY., 'fYrwlLmfw•iw•nngoryw~lf4~wwdw~wlllYl! Q.q 0401* BMW BUILDING w!b wd w)ww~~y ~ aeowbw K wV wdr4w. ,w^ f- I 1 i kendddww'AAfiwgmdroam Y Mw lb be In v iy- (11) wrrirw wo as werir wwdu1Y ad ' MIO~y ~ FF - 24.-V GA. dmVqw%wvLTabswwd OI OIL , - N - rr = Y~r~~ ryI Ni I _ FINAL 1 ' MAR 1.1 PE ~ ~ 77 8' TRAFFIC m GRADE=233' I I BEARIN6 SLAB rT OF BUFFER ZONE SN11T SANITARY MN. PITGN 1/Q 3/1' wsr WA5TE MIN PIT - 4• c.I. ct1 VD• A DR LEACHING N/O/F INV ~INV. a. 225INV. EL. 215' POOL Q ANDREW G. FOHRKOLB I1 - - r LIMIT OF ITV ry DAVID FOHRKOLB ,,?7"-2_. "f I I CLEARING j - I = 24L = 24A' L(1 OF 5) i 3' MN, I~ m- ~ 3' MIN. O Q. F T_ - - ---f ZONED 5ENERAL BU51NE55 ---i I -1111 INV. EL. 22A' PUBLIC WATER _71 3- C-LEAM G=250 ______r.~ a - ..JT'N NI TAR I PJA5TE - 915ER C4LI-AR AFZMRV ~ACALATION - PROPO5ED GRAVEL G=24.5 / TG=24 4 x =24,5 ' I NOT TO 5GALE ~ I°m~9POCLS iv AREA FOR GRO55 H'HILEE REALTY CORP. Y CORP. r- uITH FILreR F;•3aic. AGGE55 GURB TO ZOINEDr GENERAL BUSINESS _ BUSINESS ~p ~7ER BDT, EL IS 5' g I-ATER 12 -BALDING 6RPMJ H.iERI SITE P r PUBLIC WATER HAVE I" REVEAL ' 9 2" ~ SITE FLAN Fort ze I _ TFAeLe PP = T.G. • 24.2' FF = 24.9' GA. TL. 24.2' MiuA MAT A,- b• MIN. rh+T I f(1 _ GRADE ~ \~-COLLAF I (PENETRATION) RATEABLE SAIL ROP05ED 10'mx3' EFF. II I / nFPTH I FArAINF.{.-..^-.. I ~ / _ w/ CURB INLET (TYP1I 1 , uv~i« r ro xrvv NOTES / T ro x U Ary [1{ L 5TRATA i . REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEP I'H KI' Tv=245 I KA KEN MIN. PITCM I14'A' MIN. PITCH /x" /1 TO LEACHING I. WLLA 2 DEPTH 15 NOT REQUIRED HHE WASTASTE POOL 2, COLLAR MATERIAL SHALL BE GLEAN x3' EFF, 4.0.1. 6REA5E sa 9s - { TALL BE GLEAN 6RAVEL OR BANK R)N ~QF NEbyy *Y6=24 '~Y~ PF20PO5ED 10'mz3' EFF, / SEPTIC 3. ALL 0 2AINA6E STRUCTURES MI15T BE TURL5 MUST BE WRAPFED WITH FILTER FABRIC VT. BU Q L-~ • 1 _ - DEPTH LEAGHIN6 POOL SPOOL TRAP TANK F • PROPOSED w/' SOLID COVER (TrP) -_T-1=-- ASPHALT I INV INV. E_. 233 7 R (ryP) (1 OF 1) SANITARY LEAC INV EI. L 5 - : :Y LEACHING POOL DETAIL CO QX.. r`F9q* i PARKING AREA 14> ~C = ] NV. EL. = 24,0' ~INV EL J~.J NO7 T( NOT TG 5GALE u KITCHEN WASTE RISER INV. EL. 22,0' 25'_0' NOT TO 5GALE i ~ `rfip~ a ?9 NP~~? PROPOSED I 5ANITARY 5Y5TEI-f GALGULATION5: .AT~~ TEST HOLE DATA Ess% 39:00 SOFT. RETAIL 61JILDING .I - {rl (7400 MAIN?"FLOOR + 1550 E I' iTORAOE 6 NIEGHANIG5) FRAME ALLOWABLE FLOW (DENS:TY). FRAME FRAME CAST IRON ~~AID GRATEaoVE R 6ROUNOKATER MANAGEPIIENT ZONE: IV / wITNE°e, B~ SGO>, SHED yMEO CAMPBELL W2 C OR APPROVED BSUAL ALLOWABLE FLOW FOR ',ITE = 600 6PD/ACRE FINAL GRADE (600 6PD/AGRE)(1.521 Ac,RE5) = 1112e GFD PD/ACRE 1 05, g I FR E OPD eL F e' TRAFFIC pE516N CALCULATIONS: 1, l E -ANL P 1 1 -.I I I BEARING SLAB DRY RETAIL AREA = 1200 SOFT 1200 SOFT. x .03 = 36 E,PD N/O/F 1 2FPH FPF r TL 1,p I 1 Y' I WET STORE = 1200 5O.F I 3 4p FF =25s _ 1~, 1op 1 Q~ I .r l;t SANITARY = 1200 5OPT x 03 = 36 6PD BPD el Ies' t D SG C -IOEN51 N51EIN +Fr E,ENFRAL 61bINE55 QT PUBOL INArEP 1GT EP PRROPOSED r 1? 1 ' KITCHEN = 1200 SOFT x 12 = 144 6PD 1 1 I 3" MIN "I TOTAL = 216 6PD I r ~ WATER SERVICE • • ~ 0 EP v 1 1 I SEPTIC TANK: I ' Y 1 plgp I - I 2x 216 6PD = 432 6AL1_7N5 REQUIRED 1 PJHP i5L ~F~, M1, - USE 1-ID' DIA. x 5' HIGH 51:PTIC TANK = 1200 GAL 1200 OAL LaPROP05ED1n- 0 SEEDED AREA - 1 G AND IbN 9TRIlGTIIRE5 (MINIMW SYSTEM) 1 1, M7.5~ 9, D'ID.3 MTH FILTER FABRIC _U I LEACHING POOLS: II If I 216 6PD / 1,5 6PD/5.F = 144 50 FT, USE 5-8' DIA, x 3' EFFEG TIVE DEPTH LEACHING P0c EAGHIN6 POOL: _ (h'T EL 1 21 .1_ 2,0 N~I~ I_P' K- N UND tER ^ --5EE s:rl ,IZE_ 375 50.FT PROVIDED (MINIMUM SYSTEM 300 SCF 4 300 SaF7 43 PROP 24 O N0N4Q!ATBABLE LEAGHIN6 AREA) SOIL 7r; UTILITI _ 64REA5E TRAP: AIRED = 144 CPU Al -TEL6' MIN. USE USE I-ID' DIA, x 5' DEEP F,REASE TRAP = IODU _-P,r (PENETRATION) (MINIMUM SYSTEM) = Iron -,P[, RATEABLE SOIL DRA,INASE GALCJL TI N UNDERLYING 5AN[ -,T ATA AREA OF BUILDIN5 (PR/~O'05ED) = 2400 Sw Fl ~o pSw FT 2400 50. FT. x (2VIX/F ) x 1.00 = 400.8 GU FT )O.V CL, FT D~ NN NOTES =FEGTIVF DEPTH Rio j~ I. COLLAR DEPTH 15 NOT REQUIRED MINI -H . •3, a MATERIAL EXISTS FOR FULL DEPTH. USE 2 - IOm LEAGHINI6 P,~OLS AT 3' EFFEGTI VE [~E! CAJ, 'LAN 2. COLLryA~R~ MATERIAL SHALL BE CLFAI, ,R BANK R4lL 410.52 FT. PROVIDEC < .FROMIr2i5E~>~,,,. r--i CRADIN' LAN 3. ALL DRAOIAZE STRIIGTLIRE5 MJ5T Hl. r ,,7H FILTER FABRIC- AREA OF PAVEMENT (PR DPO5ED) = 13606 22 5G1 I 13b06.22 50. FT. x (2"/1~'~PF) x 100 = 226- = GU T506 22 5G FT 226- GU Fi TYPICAL LL-/-% "~<<:J' POOL DETAIL USE 12 - 104 LEAGHIN6 F0OL5 AT 3' EFFEGTNE DF iFFEGTI'VE DFPTH - Np? T ::,L E 2469.12 CU. FT. PROVIDE, NOTE: A FIRE AND SMOKE DETECTION - - z xi i t v. tL, SYSTEM SHALL 19E INSTALLED IN ACCORDANCE WITH THE TOWN OF 4 VOUTHOLP CODE SpUOkle, N,We , 1, ENTIRE DESIGN AND INSTALLATION TO CONFORM TO NFPA9132002 EDITION. 2, BUILDING TO BE FULLY SPRINKLEReQ AS NOTED, ' 2. SYSTEM TO BE TESTED FOR 209 LBS. FOR TWO HOURS. 4, ONLY UAJFM MATERIAL TO BE USED, m m...varoxMU:u \ u• 5 STOCK OF EXTRA SPRINKLERS PER 2.2,13. a wu.u - # 74365 Route 25 Greenport, 0. ALL VALVES TO BE IDENTIFIED AS PER SECTION 3.2.0. 0 • pL+a o~om - o A 7. DRAINAGE PER SECTION 514.2. "•\/N VVV S. ALL HANERS TO BE INSTALLED AS PER SECTION fi-1 ALL SECTIONS. 9. TEMPERATURE OF SPRINKLERS AS PER SECTION 53.1.9. ppp 10. MAXIMUM SPACING OF SPRINKLERS S0, FT. 11, FIRE DEPARTMENT CONNECTION AS PER SECTION 5.14.1.1.7. • xamumm= 'PS$ 12. PIPE SIZING AS PER HYDRAULIC CALCULATIONS. •,p„~, 10 UNDERGROUND TO BE FLUSHED PRIOR TO CONNECTION OF YSEM PIPING Qw' unuw=o+wun• • 1 F~CtL' NFPANI3 m ~Nr' 1_ ,I 14. ALL REQUIRED SIGNS TO BE PROVIDED 15, SPRINKLER HEADS SHALL BE INSTALLED AS REQUIRED, BEING OF SIDEWALL, - ae.•o PENDANT OR UPRIGHT. ALL PIPING, BRANCHES STE. SHALL BE INSTALLED • CN •mo•ru. WHEREVER POSSIBLE, PIPING CAN DRAIN THROUGH THE MAINS. WHERE THIS IS NOT POSSIBLE PIPING SHALL BE PROVIDED WITH PLUGGED ppo FITTINGS TO PREMIT DAMAGE. 13. TOOLS AND SPARE HEADS V ASTOCK OF SPARE HEADS SHALL BE MAINTAINED ON THE PREMIS. SPARE 60- 0•• _ - ~ ~ SPRINKLERS SHALL INCLUDE ALLTYPES AND RATINGS INSTALLED. 17. PIPE AND FITTINGS BRANCH LINES WILL BE SCHEDULE PIPE WITH 11' 6" 4' 9" III 6° 4' A.. 11,6.. 4' 4" I I, 6•• FITTINGS, CROSS MAINS WILL BE SCHEDULE PIPE WITH GROOVES, 13, THE ENTIRE SYSTEM SHALL BE TESTED HYDR05TATIOALLY FOR NOT LESS 2, yn q. 4.. 2 yn 2, 4.. Z. v 2' M1 THEN 200 P,S.I. FOR AT LEAST 2 HOURS WITH A LOSS NOT MORE THEN 2 - P.S.I. THE ENTIRE OVERHEAD SYSTEM SKILL BE CHECKED TO MAKE SHURE r j THERE ARE NO LEAKS. - ' 19. MATERIALTO BE INCLUDED ON HYDRAULIC DATA NAMEPLATE WILL BE PROVIDED AS PER NFPANI3. 20 FIRE DEPARTMENT CONNECTION, ON APPROVED AUTOMATIC BALL DRIP WILL BE INSTALLED PER NFPAk13 21. UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING WILL BE, SUPPORTED AS SPECIFIED BY NFPAN24 PERTAINING TO RODDINQ. CLAMPING AND THRUST BLOCKING: TW3046 TW3046 TWX46 22. HEAT 15 TO BE MAINTAINED BY TENANT AT A MINIMUM TEMPERATURE OF 40•F AT ALL TIMES, IN ALL AREAS WHERE SPRINKLER PIPE AND FITTING ARE Iyayl INSTALLED. D(I 41NG 4wa~ i ING Ekl *ING 23, CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR ABOVE AI4D BELOW GRADE PIPING SHALL BE SUBMITTED TO FIRE •x+ MARSHAL PRIOR TO APPROVAL OF INSTALLATION. ~ 'v 24. STREET MAIN 15 CIRCULATING. - v r 25. SIDE WALL SPRINKLERS ARE LISTED FOR ORDINARY HAZARD OCCUPANCIES. 26, HYDRAULIC NAME PLACE CARDS WILL BE INSTALLED ON RAISER. 27: ON GRID SYSTEMS A RELIEF VALVE SHALL BE INSTALLED AS PER SECTION 44,2 map =or I I I / ExIgTING SEI I ~0 4 Mu..lYr. rq• r. ~..1 1i-... .w.b w~.. Il~~ -.n_ n... ~pr._I n.x .v .~"y I _ SYMBOL LIST 40 H' PROF'OBr%P OFFICE •I is Existing Sprinkler Piping To Remain •.ermam.~uu~ l'I~YM3WI~i'['4LI •w.+W.in+wwamuuw.,W~_J -r..a. ue -r~1•-••~ -•f/nip :~.~.rr B'0" CLG. NyT. !'r W !~^2 Z • Existing To Be Removed ® 060 60. FT. IoI OMI-ANT I.OAP -a New Sprinkler Piping T 7 52' 0" 7 7 ~ fi On COOLER ® Pendant Sprinkler Head ~ u 1l 11, t t EXI6T114S WALL ti{ '~1' - F' ~~Y>> LL, r+l A i ~Y Removed, Pip MR QL jr 41 Existing Head To Bear e ~o kW' v j Location, (See Detail) N ~ 'A w r .r ~ by R 3. 0,1 ® Sprinkler Up & Sprinkler Down / ~OYJ.IVI jU ? PROF'OBEP OFFICE Y2 Y I•s+, IjJO(~.!. O J Riser X G.W,@. OEILING II II a1ry4"y N W Bb' O..G. NGT. 11 s 1141 4 651 -1 Ft. o - ~,._L.._....._.._- J - ___.._._.__._..,_.._.,,®i...J....._..~...w........._•.........~........_..._.....:~.~../...xr_i.wawaa.ranrz...a.........~..,.~7-. d~,.w.t:~.:..oe.K....:.:-.~~•.a:.~~.~ b a ~c ao - a-cvur I ~ Jum iUna'~ai' G-,~" -X t i 'ILX M IXI4TING GEARING WALL 771 6 c !•+t Iwm- . !iP[ Y.'ipq, 1?L mpg roL 1wpq y M[•. • ICC RYA iYC At 1 ~u, WIYFI .10,f~4!/iq{4 w 1 M'limI 'v . ' HANGEf~ DETAIL a .pfIB~YING ExIli71NG ~ bcl8~"ING • 1: ROD SDHU1,C' : I - TW3046 MV46' TW3046 vi va Rro S6E SJKUq. ML.. KA me 3P1~'1E-4 L4C! f, AQ0.i{{iL 5lINPi i IA' i/i' i•-I' 1 I/i' i/J' J'Tlol iV,l;'. !aalli' IP-IS• i/r. in^ r-r r ' i/o: ~ leans', ; .qb t+,e &,;lyn u'-Ir . 1 a'HMw Ja`~Il~ra rM.FaA71L`/l Vf V f-lo' i ® SPHNKLEH r1( /2,/J 155 O UPHISHT SPRINKLER ® L p rq(4 4 fe-o do„ 155 6 OPHINKL a 9PPINKLEH ---DROP NIPPLE wx. Lam i. ~2' V4- T4 TO I" SYSIE'AI lEE .."NPT FEMALE iI .70 . 35~q~ IP 6" 4, S. 11' 6" •3'W Lni CUP AS5E114f ICE" TOTAL z 6C 'A" zy't ~ GOYER, PLM ASSEMBLY' s t ; 5,+'•.:: /tw:;a~.t FSMDEPT Q L t~ r r i r i I~ V • i F' NE W. & > . O,p ~ dark{ s ~yaut r ahtvfrv nr~ ~~ir~A r~ v.. JYPICAL. CONCEALED SPRINKLER AT HUNO •C.MING Existing Sprinlder Line 1ecata'ab in Attic I ecand Flo.ar & Attic Plai' Or r" _ DATE Q1.05.1I New Sprinkler Line for the,$p,Cwnd Floopto be Connepted to Exi: iepted to Existing Main of ISO E: q N~07~ e~' I ^ D C's~me,oPar^r ~~y, y II _ I 1~ DESIGN CRITERIA 7ERIA 5UILDING CODE OF NEW YORK STATE WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST SURFACE IMPORTANCE GROUND BP E GROUND SPEED (MPH) EXPOSURE BEIBMIC FROST DESIGN UNDERLAYMT. LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCI SNOW 3 SEC. GUST CATAGORT` DESIGN LINE TEMP. REQUIRED OCCUPANCY HEIGHT FIRE AREA TYPE OF EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES ROUGHNESS FACTOR SNOW LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY LOAD LOAD SUCTION LOAD Cl MOD CL486 CONSTRUCTION HAVING JURISDICTION. LOAD 3 ATE ZONE, SEE 45 peF 120 B B REVERE ,6. TO HEAVY MOIDEGHT TO RATE II YES CALCB, CALCS. INTERIOR ZONE, SEE CALCS.CALCS INTERIOR ZONE, EE CALLS, M CODE SYNOP818: B 1.0 45 Per SEE LCS IST FLOOR • 2440 SQ.FT. TYPE Im CALLS. M AND 5 2l'3" 2ND FLOOR • 1160 SQ. FT, (SPRINKLMFP) CODE, BUILDING GORE OF THE STATE OF NEW YORK 2001 FLOOD DATA, ZONE 'X' PER FEMA FIRM MAP OCCUPANCY CLASSIFICATION, BUSINESS 'B' INSTRUCTIONS FOR THE IN15TALLER GENERAL ELECTRICAL NOTES (cont.) GENERAL MECHANICAL N %NICAL NOTES (cont.) CONSTRUCTION TYPE, NG TO THE INSTRUCTIONS IN THE BIMPSON 25, CONTRACTOR MAY USE ARMORED CABLES WITH CU GROUND WIRES FOR FINAL CONNECTIONS BETWEEN 18, ALL DUCTWORK SHALL BE INSTALLED NUMBER OF OCCUPANTS (USABLE AREA IN 'B'h A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INS STENER QUANTITY, SIZE, TYPE, MATERIAL, J-BOXER AND LIGHT FIXTURES AND RECEPTACLES IN CONCEALED CEILING AREAS AND IN WALLS. LENGTH OF BE INSTALLED IN BAYS, AND EXPOSED WHERE THERE IS NO CEILING. PI60 6.F. / 100 6,P, /PERSON . IS PERSONS (WOOD CONSTRUCTION CATALOG - C-0000), IINCORRECT FASTENER QUAN1 OR FINISH MAY CAUSE THE CONNECTION TO (FAIL. 16P FASTENERS ARE CC iNERB ARE COMMON NAILS (B GA 3 I/7") ARMORED CABLES SHALL NOT BB LONGER THAN 6'. CHECK WITH LOCAL AUTHORITIES FOR THEIR 18. FLEXIBLE DUCTS AND CONNECTORS 8 '.ONNECTORS SHALL NOT PASS THROUGH ANY WALL, FLOOR, CEILING TOTAL FLOOR OCCUPANCY IB PERSONS AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 I/4") UNLE58 OT 4") UNLESS OTHERWISE SPECIFIED. APPROVAL. AND COMPLY WITH THEIR REQUIREMENTS. OR FIRE RATED ASSEMBLY. SLY. B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE TH, NO MORE THAN A MAXIMUM OF 1/16" 2(b. ALL WIRING EXPOSED TO WEATHER SHALL BE IN RIGID GALV. STEEL CONDUITS WITH RIGID GALV. STEEL 20, FLEXIBLE DUCT (IO' LIMIT) SHALL BE ALLOWABLE AREAS, AREA MODIFICATIONS (SECTION BOB), LARGER THAN THE BOLT DIAMETER (PER THE 1997 NIPS, SECTION B.LZ.IJ. 7TION B.LZ.IJ• NEMA-3R FITTINGS, POSITIVE, 1 1/4 INCHE8 OF NEGATIVE PRE i1T) SHALL BE INSULATED TYPE AND RATED FOR 6 INCHES OF NEGATIVE PRESSURE, AND 4000 FPM MAXIMUM VELOCITY AND MAXIMUM TABULAR AREA, 9,000 Sr, .AM . At a (At X 101100 4 (At x ISN100 r. ALL UNDERGROUND WIRING SHALL BE IN SOH. 40 PVC HEAVY WALL TYPE CONDUITS WITH GREEN SHALL COMPLY WITH ALL REQUIREMENTS @EQUIREMENTS OF CITY, UL-181, AND NFPA SOA AND 8015 (CLASS O MAXIMUM TABULAR HEIGHT, Z STORY At .6000 (FROM TABLE 603) C. INSTALL ALL SPECIFIED FASTENERS BEPOPER LOADING THE CONNECTION CONNECTION. GROUND WIRES BACK TO PANEL BOARDS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. OR CLASS I LISTEO6-ABLED). FLEXIBLE D). FLEXIBLE DUCT SHALL BE CERTAINTEED CERTAFLEX-05 OR AREA MODIFICATIONS: MOT NEEDED) 1050 S.F. IF • 25% (FROM 506.2 FRONTAGE INCREASE) BY OSHA. 20. ALA. WIRING SHALL BE IN EMT RIGID GALV. STEEL OR PVC CONDUITS AS NOTED HERE EXCEPT NOTED APPROVED EQUAL 'THERMAFLEX, OR FLI 4FLEX, OR FLEXMASTER. HEIGHT MODIFICATIONS, (NOT NEEDED) +O STORY 10 • O% (FROM 506.3) D. USE PROPER SAFETY EQUIPMENT OR AS (RECOMMENDED BY OSHA. AM • 0000 + 2250 • 11250 SQUARE FEET E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW F 1ES: FOLLOW PROPER WELDING IN NOTE - 26, 21, ALL INSULATION AND ACCE58ORIE5 BF NrPA 22r, AND UL 123 FLAME SPREA :CESSORIES SHALL COMPLY WITH ALL REQUIREMENTS OF ASTM E-84, FLAME SPREAD RATING SHALL NOT BE GREATER THAN 26 AND GENERAL NOTES. PROCEDURES AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCOF STANDARDS, BE IN ACCORDANCE WITH A,W.8, 28. ALL ELECTRICAL INSTALLATIONS SHALL BE AS PER LATEST NEC AND LOCAL CODES. SM OKE DEVELOPED NOTDTO EXCEED 50, 0 EXCEED SO, INSURANCE/PERMITS F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJUF EGT AND INJURE THE OPERATOR OR 30. ALL CONDUITS SHALL BE TESTED WITH A "MEGGER" TESTER TO DETERMINE THAT ALL SYSTEMS ARE 22, THE CONTRACTORS SHALL SUPPLY FC ILL SUPPLY FOR APPROVAL SIX (6) COPIES OF SHOP DRAWINGS TO i QUALITY OF MATERIALS AND/OR EQUIPMENT INTENDED FOR i GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC LIABILITY, OTHERS. NAIL TOOLS MAY BE USED TO INSTALL. CONNECTORS, PROVIDED PROVIDED THE CORRECT QUANTITY FREE OF SHORTS AND PHASE CONDUCTORS ARE NOT GROUNDED. COMPLETELY IDENTIFY THE QUALITY OF F - HOLES. TOOLS WITH NAIL HOLE-LOCATING INSTALLATION. 0 PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, ETC., IN AMOUNTS AS AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOL I'S INSTRUCTIONS AND UBE THE 31, E.C. MAY COMBINE ELECTRICAL CIRCUITS PER LATEST NEC. THE CIRCUITS SHALL NOT BE LOADED SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND DEVELOPER. GENERAL CONTRACTOR SHALL ' MECHANISMS SHOULD BE USED. FOLLOW THE )MANUFACTURER'S INSTRUCTIOI OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY WORK. APPROPRIATE SAFETY EQUIPMENT. BEYOND THE PERMITTED CAPACITY ALLOWED BY THE LATEST NEC AND LOCAL CODES. 23, THE SUBMISSION OF A BID OR PROPC ,gym b10 OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE " CONTRACTOR HAS FAMILIARIZED HIMSELF RIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR BEAT, AND THE C 1T, AND THE GAP BETWEEN THE JOIST END 32, ALL EXIT LIGHTS AND NIGHT LIGHTS MUST NOT BE SWITCHED. SUBSEQUENT TO THE PROPOSAL FOR MA STANDARDS. ENCOUNTERED I RECOGNIZED 'OSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES RECOGNIZED UNLESS THE DIFFICULTIES COULD NOT HAVE BEEN G.C. NOTES: AND THE HEADER SHALL NOT EXCEED I/0" PER A6TM TEST STANDARDS. 33, EC, SHALL COORDINATE ALL HIS WORK WITH OTHER 5011-DING TRADES TO AVOID CONFLICTS AND FORESEEN EVEN THOUGH PR PEREXAM ROPER EXAMINATION HAD BEEN MADE 1. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, H. FOR HoLDOWNB, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS V2 FIGHT PLUS 113 TO 1/2 TURN WITH A WRENCH, DELAYS. E.C. SHALL Al-80 REFER TO MECHANICAL, ARCHITECTURAL, AND PLUMBING DRAWINGS AND DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED WITH CONBIPERATION GIVEN TO POSSIBLE PUTURE WOOD SHRINKAGE. CAF RINKAGE• CARE SHOULD BE TAKEN TO NOT SPECIFICATIONS FOR HIS PART OF WORK AND OR EXACT LOCATIONS OF ALL EQUIPMENT PROVIDED 24. ALL CONDENSATL LINES, SHALL BE 5L. BY THEM AND PROVIDE POWER AND FINAL DRAIN EXITS FROM A/C UNITS BHA" INCI SHALL BE SLOPED MINIMUM Ve" PER LINEAR FOOT OF RUN. ALL OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY OVER-TORQUE THE NUT. DRAIN LINE SHALL BF- MOUNTED ON 4" X ITS SHALL INCLUDE A TRAP AND CLEAN-OUT PLUG. CONDENSATE COMPLETION OF THE WORK, PRIOR TO THE START OF CONSTRUCTION. 34, ALA. DISCONNECT SWITCHES SHALL BE SQUARE - D OR APPROVED EQUAL BY G.E. OR CONNECTIONS NTED ON 4" X 4" WOOD BLOCKS, 192 CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR. STAIR, ATTIC OR SHOP DRAWING& AS REQUIRED, 25. THE EQUIPMENT ROUGH-INS AS SHOWN INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE AND UCT Op I L BE ROYAL PRIOR TO FABRICATION ON ANY CUSTOM HOWEVER, IN SOME INSTANCES THE OWNEI 35, ALL FUSES SHALL BE BUSSMAN DUAL ELEMENT TIME DELAY FUSES UNLESS NOTED WESTINGHOUSE ITEM MAY VARY FROM WHAT IS, SHOWN, ' DES THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT FIRE-STOPPED IN ACCORDANCE WITH-PAJQ:F SEED'' ~y, +~LA"t, G.G. TO PROVIDE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR CRITICAL DIMENSIONS PRIOR TO CONSTR 1T IS SHOWN. THEREFORE THE CONTRACTOR SHALL VERIFY ALL 3, DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO &VERN. PROJECT COORDINATOR SHALL BE WORK, 36, A DEDICATED RECEPTACLE SERVED BY A 20 AM? CIRCUIT SHALL BE RATED FOR 20 OTHERWISE. PLACE THE RESPONSIBILITY OR ANY SU ~R TO CONSTRUCTION. FAILURE TO VERIFY DIMENSIONS SHALL Y FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE NOTIFIED OF ANY DISCREPANCIES. CONTRACTOR. GENERAL ELECTRICAL NOTES 4. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, I. THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE TO THE BEST OF t 31, ALL EQUIPMENT GROUND WIRES SHALL BE COPPER AND SIZED AS PER LATEST NEC THE BEST OF OUR KNOWLEDGE. HOWEVER, 2( , FIRE SEAL PENETRATIONS WHERE OCC EXISTING IMPROVEMENTS AND UTILITIES. IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQI TO OR THE EQUIPMENT MAY VARY FROM 35. IT SHALL BE CONTRACTOR'S REBPONBIBIOTIEB TO FURNISH AND INSTALL ALL MECHANICAL AND JS WHERE OCCURS AS AS REQUIRED BY CODE. IFY ALL CRITICAL DIMENSIONS WITH THE ELECTRICAL SYSTEMS PER PLANE. ALL INSTALLATIONS SHALL BE ART. 250-95. CARRIED OUT SAFELY 5. GENERAL CONTRACTOR 614ALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL WHAT 18 SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITIC OWNER PRIOR TO VERII ::TOR TO VERIFY THOSE DIMENSIONS SHALL AND PNOPERLY WITHOUT ANY INJURY TO THEIR EMPLOYEES, ALL WORK SHALL BE DONE IN FULL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE WRING CONSTRUCTION. TO CONSTRUCTION, FAILURE OF THE CONTRACTOR CTLY PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY NOW DIRECTLY UPON THE CONTRACTOR. COMPLIANCE WITH ALL REQUIREMENTS OF LOCAL CODES, OSHA, AND NEC. THE OWNER, ARCHITECT, OR 6. NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION CONSULTING ENGINEERS WILL NOT BE HELD RESPONSIBLE FOR ANY INJURY TO CONTRACTOR'S ,TEST EDITION OF THE N.E.C. AND STATE EMPLOYEES OR VENDORS BECAUSE OF POOR INSTALLATION PRACTICES AND SAFETY NEGLIGENCES. ARCHITECT, SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING Z, AND ALL LOCAL WORK CODES B THEY APPLY. AMP, TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. AS I _ T. ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS 3. STARTERS AND RELATED WIRING SHALL 15E INSTALLED BY ELECTRICAL T ELECTRICAL CONTRACTOR, OVERLOAD 39. EXTRA SAFETY PRECAUTIONS MUST BE TAKEN WHILE WORKING NEAR OR WITH THE ARE NOT ACCEPTABLE UNITS SHALL BE INSTALLED AS PER GIVEN NAME PLATE DATA ON EQUIPME A ON EQUIPMENT. EXCEPT FOR SUCH ITEMS LIVE-ELECTRICALLY ENERGIZED) COMPONENTS OR NEW SWITCHBOARDS, PANEL BOARDS, WIREWAYS, THEIR POINT OF MANUFACTURE, ALL DISCONNECT SWITCHES, STARTERS, AND OTHER SIMILAR ELECTRICAL EQUIPMENT IN THE BUILDING OR ON AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED AT THEIR POINT, GTRICAL CONTRACTOR. THE ELECTRICAL THE SITE. U 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER STARTERS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONT FED. AND SHALL FURNISH SUPPORTING CONTRACTORS, AND BUILDING MANAGEMENT, CONTRACTOR SHALL MOUNT ALL OUCH STARTraRB AS DIRECTED. AND SHAI STRUCTURES WHERE NECE:58ARY. 40, CHECK ALL MAGNETIC MOTOR STARTERS FOR PROPER 81M OVERLOAD RELAYS. X % GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING 4 ALL FEES ASSOCIATED WITH GON6TRUG710MN AND INSPECTION SHALL BE 'ION SHALL BE BORNE BY THE CONTRACTOR 41. THE ELECTRICAL CONTRACTOR SHALL APPLY AND OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY u.l n A CONSTRUCTION. IN ORDER TO PELIVER TO THE OWNER A FIN014r;P BUILDING READY FOR O READY OR OCCUPANCY AND 10096 LOCAL AUTHORITIES HAVING JURISDICTIONS SHALL PROVIDE COST ESTIMATES WHEN REQUIRED BY LOCAL AUTHORITIES, m (L woo lo. UPON COMPLETING OF ALL WORK BY G.C„ AND OTHERS, GENERAL CONTRACTOR BHA" CLEAN OPERATIONAL. I{ ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING AND 5 TWO (2) COPIES OF OPERATION AND MAINTENANCE MANUALS FOR 1300 ALL OTHER FINISHED OURFAC96 1 PRESENTED AS NEW. SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING ALB OR EQUIPMENT HEREIN INSTALLED THE BUILDING FOR OCCUPANCY. GENERAL MECHANICAL NOTES r II, ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE 01.A86 TO BE REMOVED. 6. ALT. PANELBOARD6 AND DISCONNECT SWITCHES BHALL BE LABELED W 3E LABELED WITH RESPECT TO THEIR TITLE, 1. MECHANICAL (HEATING, VENTILATING, AIR CONDITIONING AND PLUMBING CONTRACTORS to 100 AMP LABEL SHALL BE PHENOLIC SHALL COORDINATE ALL DUCTWORK, PIPING, AIR DISTRIBUTION DEVICES AND OTHER 12. ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND VOLTAGE, AMPS AND PHASE, I.E. "PANEL A" 120/200/3PHpW,100 AMP LAB) COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHAD. PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND, LABELS SHALL E EELS SHALL BE PERMANENTLY FIXED TO MECHANICAL AND PLUMBING WORK WITH OTHER BUILDING TRADES SUCH AS ARCHITECTURAL, BE BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO EQUIPMENT. ELECTRICAL, PLUMBING, AND BUILDING STRUCTURE TO AVOID CONFLICTS AND DELAYS. THE INSTALLATION. T. PANE-BOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PL CRY WITH A PLASTIC COVER AFFIXED TO DESIGN AND INSTALLATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH MCNYS- ALL GAS PIPING AND APPLIANCES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH mz~ FGCNYB, ~ 0 0 0, ALL MANUFACTURER-5 INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. THE IN61DE DOOR. r TO THE ARCHITECT/ENGINEER FOR 2, ALL DUCT CONNECTIONS TO ALL AIR MOVING EQUIPMENT SHALL BE MADE WITH ASBESTOS LU 1 a DRAWINGS TO THE ARCF 14. REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL KEPT A13. CONTRACTOR PPROVAL FOR ABHA" SUBMIT AND DEVICES INSTALLED. ENVIRONMENT FOR THE STAFF. FREE FLEXIBLE CONNECTIONS WHICH COMPLY WITH MCNYS 603.5 LL .1 - .,..,111- ..,u.-orrc cnnaw~ UVnc. PLUMBING AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE Q. AWY nFVlAT1nN MOM PLANS WITHOUT PRIOR APPROVAL OF THE ARCt - OF THE ARCHITECT SHALL BE CAUSE FOR 4 11 - -1 - 11 COST INCURRED TO CORRECT SUCH ' 1 is lF nwrvrva1P11-11 I yr mF 4wmj MI-I VK 1{ Gup,11 IM9 0149 AMV V901VM AMV IMF FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. THE REJECTION OF MATERIALS AND/OR METHODS, AND ANY COST INCURRI DEVIATION TO THE SATISFACTION OF THE A/E SHALL BE BORNE BY THE Cc TYPE OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS REQUIRED BY ¢NE BY THE CONTRACTOR. THE BUILDING DEPARTMENT. ri ON AMONG TRADER SHALL BE BORNE THE 4. THE ROOM THERMOSTATS SHALL BE INSTALLED AT 56" A-F.F, CONTRACTOR NOTES: 10. ANY C08TB INCURRED DUE TO THE LACK OF COOPERATION AMONG TR CONTRACTORS. 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND AS EVIDENCE THAT THE CONTRACTOR HAG 5. ALL REFRIGERANT SUCTION LINES AND CONDENSATE DRAIN LINES, INSIDE THE BUILDING, APPI APPROVED AS NOTED BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION 11. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE 1 CLAIMS MADE SUBSEQUENT TO THE SHALL BE INSULATED WITH FIBERGLASS INSULATION JOHNS MANVILLE MICRE LOK 650 OR APPROVED EQUAL, OUTDOOR SUCTION LINE SHALL BE INSULATED WITH JOHNS MANVILLE >jS79c 4 j -k PRACTICE. FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF DIFFICULTIES ENCOt. CULTIES ENCOUNTERED WILL NOT BE AEROTUBE FOAMED PLASTIC INSULATION. DATE_ DATE 952 "a B.P.0 5 THIS PROJECT. RECOGNIZED. Pipe Slzea Inwlatlon FEE: ro 1 FEE: j;56loo BY I :T AND QUALITY DESIRED. SUBSTITUTIONS Thlcknem NOTIFY BL NOTIFY BUILDING DEPAR 7 n 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE 12. TRADE NAMES ARE GIVEN TO CLARIFY TYIPE OF PRODUCT AND QUALIT' BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE MAY BE MADE PENDING APPROVAL OF THE ,A/F UNLESS OTHER WISE NOTE HER WIRE NOTED, Suction Linea... , 11' 769-1802 769-1802 8 AM TO 4 PM F THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED Condensate Drain Linea 1/2" FOLLOWINI FOLLOWING INSPECTIONS: ~2~F0 0 A93 P~ WORK EXCEPT FOR HIDDEN JOB CONDITIONS. 13. CONTRACTORS SHALL VERIFY SERVICE VOOLTAG9 WITH UTILITY COMPAN 'ILITY COMPANY AND REVISE SERVICE 1 FOUND/ ' QUALIFIED TO REVISE SERVICE, CONTACT 6. ALL DUCTWORK SHALL BE FABRICATED OF GALVANIZED STEEL SHEETS. THEY SHALL BE FOR POi 1 FOUNDATION - TWO REQUIRED pROFESSY~~ FOR POURED CONCRETE 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT AND BALANCE LOAD AS REQUIRED, IF CONTRACTOR IS NOT QUALIFIED TO FABRICATED AND INSTALLED AS PER LATEST SMACNA STANDARDS UNLESS SHOWN OR NOTED 2. ROUGH -I 2. ROUGH-FRAMING, PLUMBING, JEFFREY T. BUTLER, P.E. INCORPORATED IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE OWNER. OTHERWISE. ALL TRANSVERSE JOINTS SHALL BE POCKET LOCKS, ALL LONGITUDINAL JOINTS STRAPPII STRAPPING, ELECTRICAL 6 CAULKING FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL 14. ALL REMOTE EQUIPMENT ON ROOF OR GRtOUNDS SHALL HAVE A DISCO' 4AVE A DISCONNECT SWITCH AT EACH SHALL BE PITTSBURGH LOCKS. ALL INTERNAL AND EXTERNAL DUCT INSULATION SHALL BE 3, INSULATI 3. INSULATION CERTIFICATE OF OCCUPANCY. PIECE OF EQUIPMENT. APPLIED AS PER LATEST SMACNA STANDARDS. 4 FINAL - C MUST 4 FINAL- CONSTRUCTION d ELECTRICAL MUST BE COMPLETE FOR C.O. 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, 15. ALL EXTERIOR RECEPTACLES, JUNCTION BCOXES, AND EQUIPMENT SHALL IIPMENT SHALL BE WEATHERPROOF. SE 1. ALL INSULATION AND ACCESSORIES, EXCEPT AkTiOTUB£, SHALL COMPLY WITH ALL ALL CONSTR ALL CONSTRUCTION SHALL MEET THE p SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION REQUIREMENTS OF THE CODES OF NEW WITH THE WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY 16. IT SHALL BE THIS CONTRACTOR'S REBPON9615ILITY, PRIOR To ANY INDI% ' REQUIREMENTS OF ASTM E-84, NFPA 22S AND UL 123 AND FLAME SPREAD RATING SHALL NOT REOUIREME t NBD To ANY THAT THE CIRCUIT INDIVIDUAL UAL GIRGCIRCUITS 6 DEVICES AS BE GREATER THAN 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. YORK STATE YORK STATE NOT RESPONSIBLE FOR OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE INSTALLATION, TO VERIFY WITH ALL OTHER TREADES CONCERNED THAT THE DESIGN OR NICAL EQUIPMENT TO BE INSTALLED. IF ANY G, ALL REFRIGERANT LINES SHALL B€ PROPERLY SUPPORTED, DESIGN OR CONSTRUCTION ERRORS. FIRE INSPECTION - O RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN DRAWN IS ADEQUATE IN SIZE AND MAKE-UP F<egOR THE MECHANICAL EQUIPME THE DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF CONFLICT IN VOLTAGE, PHASE, OR LOAD IS EENCOUNTERED THAT WOULD AI THAT WOULD ALTER THE CIRCUIT SIZE, THIS THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER A%ND/OR OWNER IMMEDIATELY. IMMEDIATELY. FAILURE TO VERIFY THESE 9, ALL AIR SYSTEMS SHALL BE CLEANED AFTER INSITAy"ATION AND SHALL BE PROPERLY REQUIREMENTS SHALL PLACE THE REBPONSIEBILITY FOR ANY SUBSEQUENT ~ SUBSEQUENT CIRCUIT CHANGE DIRECTLY BALANCED USING PROPERLY CALIBRATED BALANCING DEVICES, TYPE WRITTEN BALANCING LLCM ALLCOMMucICNDIALL OPENING BEFORE v z ~ 5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE UPON THE CONTRACTOR. REPORTS SHALL BE SUBMITTED TO THE ENGINEER AND ARCHITECT, MEET THE R MEET THE REdUIREMENFS OF THE u COVERAGE INCLUDING STATUTORY POLICIES (WORKER COMPENSATION, ETC.) AND GENERAL LIABILITY BY ROUTING IN CEILING SPACE. NO 10. AFTER INSTALLATION, ALL REFRIGERANT SYSTEMS SHALL BE CLEANED AND CHARGED WITH Como CODES OF NEW YORK STATE. 0 IN AN MOUNT NOT LESS THAT or, MILLION AND AUTOMOBILE LIABILITY AND DAMAGE COVERAGE NOT 11. ALL EXTERIOR CONDUIT FOR WIRING 8HOUL.D BE MINIMIZED BY ROUTING ROSE, REFRIGERANT AND LUBRICATION OIL, AND SHALL BE PUT IN SATISFACTORILY OPERATION 1.E88 THAN #2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL POLICIES. EXTERIOR CONDUIT WILL BE ACCEPTED UNLESS NOTED OTHERWISE. 6. PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. 16. REFER TO THE MECHANICAL DRAWINGS FOpR THE LOCATION OF THERMOS IN OF THERMOSTATS, AIR CONDITIONING CONDITIONS, FILL :ACTOR IS RESPONSIBLE FOR THE II- REFRIGERANT LINES SHALL BE TYPE - I. COPPk'R TUBING WITH SWEAT-TYPE WROUGHT ALL PLUI PLUMBER CERTIFICATION (~r p O BING PLUM V) ff W 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE UNITS, ANDION OF ALEC SPECIAL EQUIPMENT. ION B~XESICAI- CONCONTRACTOR T 5 RMe ECT SWITCHES, AND CONTROL AND POWER COPPER FITTINGS. ALL PLUMBING WASTE ON 4EAD CONTENT BEFORE CREOSOTED. WIRING FOR THERMOSTATS, 8 WATE TESTING BE & WATER LINES NEED CERTIFICATE OFOCCUP'ANCY 0 'v TESTING BEFORE COVERING SOLDER USED IN WATER O V Y o S. ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS. 19. CONTRACTOR SHALL BE RESPONSIBLE TO) VERIFY THE AVAILABLE 6HO VAILABLE SHORT CIRCUIT CURRENT AT THE 12, MECHANICAL AND PWMBING CONTRACTOR$ SHAT-_ APPLY FOR ALL REQUIRED PERMITS, THEY SHALL PAY FOR ALL PERMIT FEES AND OTHER ASSOCIATED CHARGES, THE R SUPPLY SYSTEM CANNOT P4 B. HEATING TO BE DESIGNED TO PROVIDE l0 DEGREES F. WITH OUTDOOR DESIGNED SUPPLY TERMINALS FROM THE POWER COMPANY. IF LET THROUGH CURRE (ROUGH CURRENT AT SERVICE DISCONNECT CONTRACTORS SHALL ALSO PRovor ALL REQUIRED COST ESTIMATEG TO LOCAL AUTHORITIES E) 2/10 OF 1 % LEAD. S AIR-TEMPERATURE OF O DEGREES F. AND 15 MPH WIND. SWITCH 16 GREATER THAN 10,000 AIC, CONTAICT ENGINEER. TO DETERMINE PERMIT FEES, IF REQUIRED, NOTE; 10. PLUMBING INSTALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET 20. ALL EQUIPMENT IDENTIFIED AS OPTIONAL tMUST BE COORDINATED WITH FIRE A~AFM SYSTEM 16 RQt DINATED WITH CONSTRUCTION 13, THE CONDENSATE DRAIN LINES, SHALL BE OF SCH. 40 PVC. F IRE SPRINKLER STEM ES 1 YBTEM IB REQUIRED j= 3 H HEALTH DEPARTMENT STANDARDS. REPRESENTATIVE PRIOR TO BIDDING. 5R 6Y6TEM is REQUIRED S 11. NOT USED 14, EXACT LOCATIONS OF ALL CEILING GRILLES AND DIFFUSERS SHALL BE FIELD OCIGUPANCY OR 12. ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY 21. ALL LOCATIONS FOR RECEPTACLES, TELET-HONE OUTLETS, ETC.. SHALL E ETC., 6HALL BE COORDINATED WITH QWNER COORDINATED WITH LIGHT FIX111RE6; OWNER INFORMAT CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR PRIOR TO INSTALLATION. 4FORMATiOU: USE IS UN WFUL DOORS TO HAVE INSULATED CORES. 22, ALL WIRING ALONG CMU WALLS SHALL BE SURFACE MOUNTED. COORDII, IT€D. COORDINATE WITH ARCHITECT FOR 16. ALL RIGID ROUND DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK MIKE DIMINO EXTERNAI- INSULATION, THE INSULATION SHALL BE JOHNS MANVILLE SERIES 11R" M(CROLITE P.O. BOX 95 WITHOUT ERTIFIOATE 13. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE LOCATION OF G.M.U. WALLS. FIBERGLASS DUCT WRAP WITH KRAFT-SCRIM-FOI VAPOR BARRIER JACKET, PROPERTY OF THE ENGINEER AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 16 SOUTHOIX), NEW YORK 11991 YORK ..9,I OF OCCUP NCY EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN 23. ALL CONDUCTORS SHALL BE COPPER TYEPE THHN OR THWN, MINIMUM 61 IWN, MINIMUM SIZE SHALL BE a12 UNLESS W. WHERE METAL DUCTS PASS THROUGH ANY FIRE RATED ASSEMBLY, U.L, LISTED FIRE 631-4T-0843 AUTHORIZATION OF THE ENGINEER. OTHERWISE NOTED. DAMPERS SHALL BE PROPERLY INSTALLED, 14. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND 24. ALL CONDUITS SHALL BE A MINIMUM OF I/.'2" DIAMETER UNLE80 oTHERWIi LESS OTHERWISE NOTED. 26. ALL BRANCH IT. ALL CEILING SUPPLY AIR DIFFUSERS SHALL HAVE FOUR-WAY THROWS UNLESS SHOWN COPYRIGHT 2009 JEFFREY T. J9 JEFFREY T. BUTLER, P.E., P.G. O} CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING CIRCUIT CONDUITS IN BLAB SHALL BE OF 3/4DIAMETER RIGID GALVANIZI REPRODUCTION ANY FORM iID GALVANIZED STEEL WITH RIGID GALV. OTHERWISE. WRITTEN CONSENT T FROM JEFFF IN ANY FORM 18 PROHIBITED WITHOUT 1 DEPARTMENT. STEM, FITTINGS. NT FROM JEFFREY T. BUTLER, PE., P.C. 0. 9 DILITY• ICC/ANSI A 117.1-2003 EDITION REQUIRED 3 POP BOIL TYPE SOIL A FOUNDATION BC-1801.2, 1602.2.6, IB03-1806 R 3 pE01UN TABLES USED OR (1806.4.2) ACT 8011- BEARMG PBI . BI a NOTE - ACI 310 REBAR 3000 PIP BEARING CAPACITY L2I1,16e Bc - 1104 90 CALC6LATIONA FOR WALLA / P(G DESIGN REQUIRED IN SEISMIC ZONES BUILDING GOP Or. NEW `FORK STATE GODS RrVI~W GI-{EGK LI5 ~ - wae NG 19D - TABLE 1106.1 R PROVIDED ON APPROVED BITE PLAN FOOT N A - ACTUAL G CODE SELECTION E BC - TABLE 1101.611 220 R 3 N/A N/A ?5870- SEE A NOTE 1905.6 ON 15G-1901.4, 1904.1906, 190'1.1913 a BCNYS CONC. SPECIFICATION EXISTING No, TOPIC PAGE REQUIRED (COPE SELECTION, OR NC ALL INFORMATION ALLOWED TABLE DIAGRAM. ENTRANCE R AGE 130 - 1106 2211 PLANS WITH SPECIFICATION CONCRETE SPECS 06LEBrING I SHALL BE PROVIDED GALGULATION0) RDOMO ROOMS BG - 1104 239 N/A N/A CONCRETE A REINFORCEMENT ~ INCOMPLETE OR (STAT ING OF UNITE S NOT OMITTTEP OWING O D G UNITE DO - 1104 241 R 228 1109.1 EXCEPTION 3 N/A NYO AMENDMENT ACI 318 15C-1908 ACI SECTIONS MODIFIES SPECIFICATIONS EXISTING INFORMATION 10 NOT CROWING O OUNIE0 ILITIEO BC - 1104 WA WA MODIFIER SPECIFIC ACCEPTABLE COMPLIANCE CE DO THE SERVICE COUNTER"' WORK) D01GN IUNTERe BO - 1104 228 RE6TUIREMENT6 ISC - 1104 246 N/A N/A STEEL NOTEA/AHEARWALL A4RC CHAPT. 22 14 SC-2211 N/A NO STEEL STUDS THE DESIGN PROFESSIONAL MUST BIIPPLIMENTA REQJIRBIENTO 628 NIA ABD/LFRP eHF-ARWALLD BC - 1104 IOC ANSI NIA PROFESSIONAL SHALL STATE CODE ELEVAT OR S/ICG ANSI WINDOW 4 SKYLIGHT DESIGN 150-2404, 2406, 2408 1609.1.7 / -,HR196HOLD 719 N/A N/A .BEE ALSO 1406.12 A 1114.6 REQUIRED EXISTING NOTE THE CLA06 OF RE04IREMENT APcII ISLE EXITS THRESHOLD THE BUILDING AS PER IOC/AN61 Aim I SECT. 398 SECT. Bc - 1104 u MAX GYPSUM CONSTRUCTION TABLES 2606.2 1 7608.1 REQUIRED BONI TABLE 1604.6 404.2E -1/2' MAX N/A N/A AND AS PER ABCE-IOBB TABLE H 2BS ZONE X PER FIRM MAP 26 FIRE PROTECTION EQUIPMENT A EaUIPMENT 6EE BC CHAPTER 30 166 RE(uIIRED REQUIRED CMU COMPLIANCE BO.2101.2 1 3,2106 FLOOD PLAIN BC-16031.6 Is T•O.O SPRINKLER OYOTEM bYOTEM FC-9O3 01 REQUIRED REQUIRED WOOD DESIGN - SHOW ALL ALLOWABLE STRESS DESIGN EXISTING pG303.1 2 UIPMEN OCCUPANCY 11 NO 2 EXTINGUISHING SYSTEM 5 150-2301.7, 7306, 2304.9, 7304 SYSTEM FC-904 bl NOT REQUIRED NOT REQUIRED METHODS USED NOT REQUIRED BINDLE OCCUPANCY O-SO21 WA N/A pG902.1.1 11 STANDPIPE EQUIPMENT EXTINGUISHERS AUIPMENT FC-906 64 NOT REQUIRED WIbHER6 PGe06 66 REQUIRED REQWREP DETAIL EACH CONNECTION 4 1504304.6 4 1 4 9 REQUIRED EXISTING INCIDENTAL USE AREAS BO-002'9 16 WA WA PRE L ARM SYSTEMS eEPJ FIRE ALARM SYSTEMS REQUIRED PER FIRE ALARM CONTRACTOR LOAD 4 CALCULATIONS SYSTEMS FC4f01.i 68 REQUIRED EXISTING ACCE0e0R7 USE AREAS M/D M/p (2 N N/A A pG-302.3 1B FG901 W REQUIRED 6 TRUSS DESIGN At DWG. TECTION BC-7303.4.1 '.OMBINATIONB, TABLEB AND DIAGRAMS WHICH WERE USED FROM MIXED 40E B WA SMOKE I I SAFETY pc-9ol DO NOT REQUIRED 9 REQUIRED NOTE, ALL OF THIS INFORMATION INCLUDING CALCULATIONS FOR LOAD COMBINATIONO, T WN - NO EXCEPTIONS/OMIOBIONO. NONSEPERATE USES O-302.9.7 VII HI RISE FIRS IRE SAFETY TABLE 601 T V1, LARMB FC-TABLE 501.5.1.1 13 REQUIRED REQUIRED ECNY8 CHAPTER 16, ASCE-1 2002 4 AI6C A50 OR LRFD ARE TO 15E SHOWN - NO EXCEP 3 TYPE OF G0 N6TRUCTION 8C- L{ 1 13 WA N/A VISIBLE ALARMS 807702 WA WA SMOKE CONTROL DNTROL FC-SI-A 11 NOT REQUIRED NOT REQUIRM A 4 No. OF SLEEPING UNITE/LEVEL No. OF UNITS "TOTAL 201 B IB SMOKE VENTS VENTS FC-910 04 NOT REQUIRED NOT REQUIRED 1=1NI5-I NOTES: z 0 No. OF OCCUPANTS BC-TABLE 1003.2.2.2 WA FIRE PUMPS N/A 'UMP6 FC J13 Ba NOT REQUIRED NOT RFAUIRED W-404 31 N/A BLAB ON GRADE KITCHEN HOOD E%TING4 S ER FDTTINGU S ER FC-610 43 NOT REQUIRED NOT REQUIRED SECTION 804 6 -INTERIOR FLOOR FINISH REQUIREMENTS. E ATRIUMS 021 TI ODE/ROOF PC-11054101 14 NOT REQUIRED NOT REQUIRED IN ALL OCCUPANCIES, INTERIOR FLOOR FINISH IN VERTICAL EXITS, EXIT PASSAGEWAYS, EXIT ACCESS CORRIDORS, AND 0, AND b BASEMENT DEFINITION 8070 try, PWMBING CODE/ROOF T BUILDING AREAS BUILDING-61FE/ARFA BREAKDOWNS 09 9p00 OQ.FT. IT60 Sa.Fi. DRAIN DESIGN WITH HEIGHT MAXIMUM AND NGN WITH REQ)IRE6 3" RAIN A VENT ROOMS OR SPACES NOT SEPARATED FROM EXIT ACCESS CORRIDORS DORB TABULAR AREA BC - TABLE 603 2 STORY ?CALCULATIONS AND PITCHES AND D PITCHES AND AND HORIZ. JOY FULL-HEIGHT PARTITIONS EXTENPING FROM THE FLOOR TO THE pG TABLE 603 6B 7 STORY MAXIMUM TABULAR HEIGHT 160 BOB - REQUIRED EXISTING TABLES. EMERGE DRAINS SHOWN DRAINS 614OWN UNDERSIDE OF THE CEILING SHALL WITHSTAND A MINIMUM CRITICAL 6 SPRINKLER SYSTEM BC - 009 161 WA W FIXNRE COUNT COUNT PGTABLE 403.1 I R I RR PER UNIT NNIBEX) RADIANT FLUX AS SPECIFIED IN SECTION 804.5.1. BASEMENT SPRINKLER DO - 905.2LO SCWq OGA WATER OUPPL7 lCALCB) LY (OALCB) PIPE SIZE FCV03A 31 1" MIN. SPRINKLER BO - e--- I I SERVICE PIPE SIZE WATER SOURCE BC •609.1 31 BI WA ,IPE SIZE PC304.6 33 GPM(P01 DEMAND CALL) SECTION a04 r" I MINIMUM CRITICAL RADIANT FLUX INTERIOR =me B WA SO O e I FIXTURE PIPE SIZE TO I (STREET PRESSURE IS WHAT -1 IRE 18 WHAT APPENDIk "E"-Na BO Pel FLOOR FINISH IN VERTICAL EXITS, EXIT PASSAGEWAYS AND EXIT ACCESS lD I-3 FRONTAGE 1 SPRINKLER " BOB B pC -806.1 ,ERVICE PO-TABLE (l00/4 31 R CORRIDORS SHALL NOT BE LE06 THAN CLASS I IN GROUPS 1-2 AND 1-3 1, AND y AREA MODIPICATION6 (CALL REV - 10 I WATER SERVICE E04 1 LABOR LAW ART. 10-A I ART. I" REPF-ALEP o40IH36 Pc hoe AND NOT LESS THAN CLASS II IN GROUPS A, B, E, H, 1-4, M, R-I, R-2, AND R COMCHECK ATTACHED 8. IN ALL OTHER AREAS, THE. INTERIOR FL. FINISH SHALL COMPLY W/ THE Y W/ THE S HEIGHT MODIFICATIONS HT /AREA WLATION SEE 408, 16.6 GoDE U 6EE APPROVED CITE DOG FF-I "PILL TEST" (OPEC It- CFR 1630). R PLAN 10 HEIGHT 1 AREA SUMMARY IT&O SQ.FT. PIPE INSULATION TABULAR AREA BC - TABLE BOB bB 8000 BO.W. L~ STORY 248 LAWN IRRIGATION iIGATION P0EQB.I N n FRONTAGE ISO - 806 10 PIPE FREEZING RE6ZING PG-30616 12 R P-Lo EXCEPTION, WHERE A 15UILDINIG I6 EQUIPPED THROUGHOUT WITH AN 10 1 3.311111 5 10 WA 1 HOUR REDUCTION SPRINKLER CREDIT BC " DOI BAN. DRAINAGII RING (CALCS) BIZING (cALCB) PD-TIC TABLE. 110.1(1) . (y VERT 4 NORM DFU A PITCH AUTOMATIC SPRINKLER BYOtEM IN ACCORDANCE WITH SECTION 903.3,1.1, 1C FF-I TOTAL ALLOWABLE AREA IESO Sp.PT. 1160 SQ.PT. DRAIN PIPE 012E / IPE 012E / Pc-TABLE 109.1 53 DFU REQUIRED CLASS II MATERIALS ARE PERMITTED IN ANY AREA WHERE CLA.BS I _ MATERIALS ARE REQUIRED AND MATERIALS COMPLYING WITH DOC FF-I HERE 50-506 1o FIXTURE LOAP (CALCS) MAX. AGGREGATE AREA 11,280 BOYT. 1160 eQ.FT• - MATERIAL 53 Pc 107 C"PILL EST" (CP C I ARCFR E 19,310) ARE PERMITTED IN ANY AREA WHERE MAXIMUM BUILDING AREA DRAIN PIPE MATERIAL ALLOWABLE AREA/FLR.nNo. OF VENT 612E /MATERIAL 902 ATERIAL 902 PGTABLE 910.4 A 916.1 (CALCS) 6$ DRI A STACK FOR WASTE STORIES UP TO 3 MAX. WA (ANGERS PGTABLE 906.0 16 R GFR 1630 - STANDARD FOR THE SURFACE PLAMMA151LITY OF CARPETS 4 RUGS 4PETS t RUGS (FF 1-10) U14LIMITFP AREA BC -601 T1 O PIPE HANGERS BO - TABLE 602 BB >IO<3D O HOURS AIR ADMIttANCE VALVES NCE VALVES 11 66 R II DISTANCE OEPERATION NR NR COPE/HEAT A MC-312.1 CA.LCO BY OTHER. 61LBPART A - THE STANDARD, EXTERIO OPENIN4 8C • ?ABLE 104.8 BO -'109 FIRE RATINGS CERTIFIED SEE D E1A68 FOR RATING 1 TESTING 21 MECHANICAL R WALLS CALCULATION COOL LCULAMON /ITI IN I2 FIRE RATED GONOTRUCION N/A WA ION RATER Mc-TABLE 403.3 24 CALC6 BY OTHERS SECTION 1630.1 DEFINITIONS. IN ADDITION TO THE DEFINITIONS GIVEN IN 1,81 )CT FOR U INCIDENTAL USE AREAS BC - 302.1.1 11 N/A VENTILATION RATER 16 H/p PRYO LP DUGS ..E DUCTS Bclo/MC603.6 31 OPECO BY OTHERS SECTION 2 OF THE FLAMMABLE FABRICS ACT, AS AMENDED (SEC. I, al UING ACCESSORY OCCUPANCY BC " 3022 WB 7 HR (I HR W/ePRINKLER0) MIXED OCCUPANCY BC - 3089.9 10 N/A N/A DRYER EXHAUST EXHAUST Mc-604 93 N/A WA 6TAT. 660, 15 U.B.C. 1190, AND THE PROCEDURES UNDER THAT ACT FOR FIRE WALLS BGICS 06 WA KITCHEN EXHAUST WA KITCHEN HOODS 4 EXHAUST Mc-SOS 34 N/A WA SETTING STANDARDS (PART 1601 OF THIS CHAPTER), THE FOLLOWING N/A N/A DEFINITIONS APPLY FOR THE PURPOSES OF THIS STANDARD: Q- X FIRE BARRIER DETAILS BO - 106 4 110 807 REQUIRED E IA HOOD. Mc301 91 IAKE-UP AIR Mc -606 39 N/A VIA SECTION 1630.1(1) ACCEPTANCE CRITERION MEANS THAT AT LEAST )uai Mc-TABLE 611 41 WA A/A _ SEVEN PUT OF EIGHT INDIVIDlUA4 SPECIMENS OF A GIVEN CARPET OR RUG ST Y SHAFT ENCLO84RE0 BC - 101 81 KITCHEN MAKE-UP AIR DUST T OR RUG LLI Mc-602/603 41 REOUIREP BY OTHERS SHALL MEET THE TEST CRITERION AS DEFINED IN THIS STANDARD. Iuma5UCTB 111 Sl O 01 FIRE PARTITIONS RENENT BEP.1 WA WA BC - 108, 310.9, 402,1.2, 1004.3.2.1 BB AIR PLENUMB/DUCTO °M` SEPERATIONO PROVIDED • FIRE 4 SMOKE DAMPERS :E DAMPERS M"0116.1 52 WA WA NG NOT PIREWALL6 WA WA -EQPT MO-101 WA SECTION II TEST CRITERION MEANS THE BASIS FOR UDGING AIR -OIL ff es N/A WA WHETHER OR NOT A 61NGLE SPECIMEN OF CARPET OR RUG, HAS PASSED -PACES - DEPo Me-702 s N/A THE TEST, LE., THE CHARRED PORTION OF A TEOTED SPECIMEN SHALL NOT PABI r HALL NOT BO 105 SO WA COMBUSTION AIR -OIL EQPT SMOKE BARRIERS B(. • TABLE 110 N/A CONFINED SPACES -DEP. IN THE v OPENING PROTECTIVE BOTH REQUIRED E BC - 111 101 6 20 FUEL GAB C FJOTRUCTURAL 7E/STRUCTURAL F5,0-302 4 BC-16263 RECUIREP EXTEND TO WITHIN 2.64 CM. 10.0 IN,) OF THE EDGE OF THE HOLE IN THE PIR6 BLOCKING III 903.3.1.7 SAFETY 4FEIY N/A FLATTENING FRAME AT ANY FPOINT. DRAFT STOPPING pG - TM APPLIANCE LOCATION :E LOCATION FGC-309 2 306 10 FGC-30613 )UGT =3 ~ }111 AND ^ Q to DO FLANK INDICATE DETAILS FOR COMBU6TIONJ AIR IeTION AIR FGG3o4 M R - ALL INCWPEO CALCO BY 07HERO SECTION 1630.1(0) CARPET MEANS ANY TYPE OF FINISHED PRODUCT TO BE COMPLIANCE WITH BG -1114 112 WA CLEARANCE 10 COMBUSTIBLE 236 WA O COMPUSTIBLE we-TABLE 908.2 25 R BT OTHERS MADE IN WHOLE OR IN PART' OF FA15RIC OR RELATED MATERIAL AND RIA4/SIZNG FGC-4021403 46 STREET Pal BY OTHERS INTENDED FOR USE OR WHICH MAY REASONABLY BE EXPECTED TO BE HOMES, O 13 SPACE (12081 MIN. ROOM BC -1208 N/A PIPE MATERIAL/SIZING DIMENSIONS 86 - 1201 WA CALCULATION. CFH.LENGTH.CALCS BY oTHERO UfiED A$ A FLOOR COVERING WHICH IB EXPOSED TO TRAFFIC IN HOMES, )N, AND O N IMPACT BOUND N/A N/A 53 R BY ~THERB OFFICES, OR OTHER PLACES OF ASSEMBLY OR ACCOMMODATION, AND f VALVE. FGC-409 WHICH MAY OR MAY NOT BE FASTENED TO THE FLOOR 15Y MECHANICAL 4ANICAL 0. dD WHICH AIRBORNE EC - 1206'2 614UT OFF VALVES N/A TERMINATION FGC-FIG. 603.6.4 63 RHSHOW ON ELEV.. WA TERMINATION MEANS OUCH AS NAILS, TACKS, 5AR156, STAPLES, APHEBIVE6, AND WHICH GAME ACE AREA TERMINATION PGC-FIG. BOB," BY OTHERS 6e HAS, ONE DIMENSION GREATER THAN 1.03 M. lb FT.) AND A SURFACE AREA PET ll MIN. ROOM DIMENSIONS (CEILING) BC - 1200 236 WA 4 !BOTH) GA0 VENT TERMINATION BG • 1206 238 ETHER EXIT TERMINATION RMINATION FGG•603.8 bB R -ALL AND A8 PER INSTALLATION MANUAL GREATER THAN 2.23 M.2 (24 SM FT.). PRODUCTS SUCH AS "CARPET A U- 14 VENTILATION (NAT. OR MECHJ EITHER 4 (BOTH) vENTO DR OM EXHAUST 234 VENTED ROOM HEATWO RYER EXHAU.r FGCbB % R -ALL BY OTHERS SQUARES", WITH ONE DIMENSIION LESS THAN I,B3 M. (b FT.) AND A O BE lu 4AVE ONE 7 iw LIGHT (NAT. OR MECH) BO - 120D' CONFORMS VCHMNEY ZOOM HEATERS FGC•670 9s WA N/A SURFACE AREA LEOS THAN 9.23 M.2 (24 60. FT.), BUT INTENDED TO BE BY OTHERB ASSEMBLED UPON IN5TALLAITION INTO A86EM13L1E6 WHICH MAY HAVE ONE EXITb REMOTENESS BG 1010.7 R I0 REQUIRED CHAPTER 6 OR pIMEN010N GREATER THAN 11.03 M. (6 FT.) AND A SURFACE AREA :A [s li BG - IoIB.I 700 A GAB RISER 10 REQUIRED MIN, NUMBER OF EXITS 236 NOT REQUIRED CONFORMS T9 NITION. SIMILAR EMERGENCY FOREOB BC - 1008.1 SEE BC SEC. 101,4.1 COMCHECK.CHECK FOR THE COMCHECK ATTACHED GREATER THAN 2,23 M,2 (24 SQ. FTJ, ARE INCLUDED IN THIS DEFINITION. WRVATION COPE ~,T1B 1 NTS EDITION 4 UPDATES MATS, HDFa WITH NATURAL OR SYNT-1'O1'IC FIBERS, AND OTHER SIMILAR IN THIS BUl ~•p 200 Fl. 4 (61') ENERGY CONSERVATION CODE DISTANCE OF BC - 1016.1 706 (WHICH 10 FREQUENT) PRODUCTS IN THE ABOVE, DEFINED DIMEN5ION6 ARE INCLUDED IN THIS FlISTING DEFINITION, BUT RESILIENT FLOOR COVERINGS SUCH AS LINOLEUM, M, `Q QFP ~F.9 , TRAVEL/COMMON PATH 206 LESS THAN 30 o HoURe 'ING BC 1707.7 ASPHALT TILE AND VINYL TILE ARE NOT. BC - 1016.1 36" ATTIC VENTING BC 1202.7 CORRIDOR WALL FIRE RATING BC - 1016.2 206 36 OR CALL DIAGRAM IS REQUIRED -NOTE• :SQUIRED MJOTS. FISTING COORIDOR WIDTH' B3 97° OR CALL (CLEAR) 30 SUBMIT INSTALLATION / eTALLATION 4 ON POCUMENTO SECTION 1630.1(N RUG MEANS THE SAME AS CARPET SHALL B sE DOOR WIDTH• BO - 1000 5 CERTIFICATION DOCUMENTS - 1000.1 193 OUT i0 EXtt ACCEPTED AS INTERCHANGIEABLE. DOOR SWING BG pANIGNR HT • 34°-0B" 5 BG - 1000.1.8 196 WA INSULATION DETAIL • MIN. I" AIR TAIL - MIN. I" AIR EXISTING ARPET CFO 073 PANIC HARDWARE/HW HEIGHT 201 20' MAX GAP CLEARANCE PER ECCC ANCE PER ECCG SECTION 163o.1(E) TRAFFIC S',URFACE MEANS A SURFACE OF A CARPET 'e-VO2.2 OR RUG WHICH IS INTENDED, TO BE WALKED UPON. ay S\ DEAD END CORRIDORS BC - 1014.3 5 NYS-ROTS BC - ID06,1.B 195 IN 1 OUT REQUIRED 707.2/MCNY6 GBO-17EXISTING 41630 _0 No E ON PLAN I(F) TIMED BURNING TABLET (PII MEANS THE LANDINGS AT DOORb 201 N/A I EXIT REQUIRED ATTIC VENTING-1207.2/MCNYS (2.50 JEFFREY T. BUTLER, P.E. SpACEO WITH 2 EX1T0 BC - IOIB.I 36" 101.4.7 "SEE ALSO NOTE ON PLAI BC - 1006.7 190 36" OR CALC EGRESS WIDTH TEB 5 "00FFIT6 NOT TO BE INSTALLED TO BE IN6TALLED METHENAMINE TABLET, WEIGIHING APPROXIMATELY 0,145 GRAM (2.30 ;EMBER I, MIN. BC - IoIB.2 2pB NIA T BU ANION IB O BUILDINGS WITH I EXIT R APPLIANCE IN NON-CONDITIONE ION 16 c GRAINS), SOLD AS PRODUCT NO, 1550 IN CATALOG NO, T9, DECEMBER 1, NON-OONDITIONFP EXISTING 1969, BY THE ELI LILLY COMPANY OF INDIANAPOLIS, IND. 46206, OR AN 6, OR AN FOR ABSEMBLY USE EIC - 1000 R N/A ATTIC - APPLIANCE / DUCTS TO ANCE 4 DUCT6 To EQUAL TABLET. % RULE BC - 100312.3 I HOUR 54METAL EXTERIOR) BE BEALSL 1 INSULATED PER FOR 60 BC - 1019 200 1x C NY6 6 TIONS I NBULATEP PER 4Y6 6 TIONO ZOCEBB IT STAIRS FIRE RATING BO - K)O9.3 180 1n ADDITIONAL NOTES, BC-1104.0 4 1104.1,1 REQUIRED NONE REQUIRED SECTION 1630AR FIRE-RETARDANT TREATMENT MEANS ANY PROCESS NTLY OVAL NOTES, FIOANTLY O 100 11" 11" SPECIAL INSPECTION 20CU OCU EOTION DocuMENie TO WHICH E CARPET M RWG HAS BEEN EXPOSED WHICH SIGNIFICANT o ENABLES ^ O TREAD BO - 10063 3S" 42" MEWIDTH BG - 1009.1 ISO BO" 96 STRUCTURAL DESIGN METHOD 764 REQUIRED OWA 5LE STRESS P01ON / SIMPLIFIED DECREASES THE FLAMMABIILITY OF THAT CARPET OR RUG AND ENABLER _ DESIGN METHOD 861604.1 METHOD (WHERE ALLOWED) (SEE CALCB) IT TO MEET THE ACCEPTANCE CRITERION OF THIS STANDARD. 0 B0 - 1000,2 198 pL3" HEADROOM lyy 17'-0" WHICH ANALYSIS USED / DETAI 016 UBW 4 PETAIL 13C-1604.4EC-1604,0 CALCULATIONS REOWARP SECTION 1630,2 SCOPE AN=) APPLICATION. ECTIONO W/ LOADS 4 or MEMBERB, LAT PORCPA 4 EXISTING 0 Q VERTICAL RISE BO - 1009.1 REQUIRED 5 166 OF ALL CONNECTIONS LOAD! FOR EACH DIAGRAMS SECTION 1630.21.11 THIS 87AINDARD PROVIDES A TEST METHOD TO TO 7- HANDRAILS BG - IDO611 199 36" MIN. 4T" FAOTNERb FOR EACH LANDINGS Bo-1000.4 B WHEN F" O 2 REQUIRED EXISTING BUILDING CLASS NB PER TABL 00 A6 PER TABLES BEE CALCO. DETERMINE THE SURFACE PLAMMABILITY OF CARPETS AND RUGS, WHEN 'e AND AOCE W REQUIRED EXPOSED TO A STANDARD) SMALL SOURCE OF IGNITION UNDER B O N~O IB STRUCTURAL CONSTRUCTION 15C _ 1609.1.1 THROUGH .S OF BGNYO AND ASIDE °.9 DOCUMENTS REQUIRED EXISTING MIC-1604.5/1 TABLED D4.6/1 TABLES CAREFULLY PRESCRIBED IDRAFTPROTECTED CONDITIONS, IT IS FLOOR A Z z O no - Io05.4 264 EXISTING KNOW LOADING -GROUND BC - 1009.4 REQUIRED METHOD / COMPLIANCE BtATB-II IPLIANCE STATEMENT LOAD COMBINATIONS 861600 269 ALLOWABLE OTRF00 DFAIGN SEE CALCO, APPLICABLE TO ALL TYPEf6 OF CARPETS AND RUGS USED A$ FLOOR BRIOATION W O x SNOW LOADING - ROOF 213 REQUIRED WA ALL LIVE LOADS SHOWN 06160NIbOT.D) 16010(1691.1011) REOUIREP SEE CALOS. COVERING MATERIALS RFGe FARDLE58 OF THEIR METHOD OF FABRICATION i i2 L L DEFLECTIONS EFL BROWN ECTIONS Bc-1604,3 266 REQUIRED A-3.0 OR WHETHER THEY ARE 11.40S OF NATURAL OR SYNTHETIC FIBERB OR ERB OR V1 E DRIFTING eNOW IbOB.4f BO BC - 1009.4 REQUIRED N/A FILMS, OR COMBINATIONS (OF OR SUBSTITUTES FOR THESE C) H - 1009.4 213 AVOWABLE DEFLEOTION6 PONPING 260 REQUIRED N/A WIND DESIGN 1 MWRB -IF UOINE 4 MWRb -IF U01NG AN O V X FLOOR L0ADIN4 BC - 1009,4 N/A ASIDE 1 -2002 SECTION +6, BE BC - TABLE 1601.1 1 260 NIA ATTACHED TABLE OF GONTEN 72 SECTION +6, BEE 861609, 861609.6.61 213 6 ASCE T 2002 EXISTING SECTION 1630.243) ONE OF A KIND, CARPET OR RUG, SUCH AS AN ABLE OF CONTENTS BC-1609.1.6 TESTING P4 N o BALCONY LOADING 1 1601.1 + 1604.0.3 FOR MISSING NOTES MUST BI IG NOTES MUST BE ANTIQUE, AN ORIENTAL, ORt A HIDE, MAY BE EXCLUDED FROM TESTING EBY THE P- m R CONST. DETAILS 213 REQUIRED EXISTING BROWN ON STRUCTURAL DOCUMI WOTURAL POCUMENTS UNDER THIS STANDARD PUIRSUANT TO CONDITIONS ESTABLISHED BY THE B616O9,T 256 1609.6 CONSUMER PRODUCT SAFETY COMMISSION. WIND LOADING BC - 1609 REQUIRED EXISTING BC - 1614 291 1609/I/I/Ill 43 bE1BMIC LOADING 330 REQUIRED EXISTING DETAIL / NOTE TYPE OF MWR BpOG BBTP ENT; rING SECTION 16-9 3 GENERAL IREQUIREMENT9 nr TYPE OF MWRB 10 1998 R2 4 R3 FOUEPTH BG - 1006.2 WA NDATION D DDETAILS SECTION x1 8UMMAFRY OF TEST METHOD. THIS METHOD SEISMIC DESIGN CATEGORY BD - 1009.4 290 NOT REQUIRED .IF C-ADDITIONAL STRUCT. NOTE, EPLIOATE u p AR/ ALL IR GABLE RS6ULAR WALL OPEN OR DETAILS 4 PART M WFCM AFPA EXISTING INVOLVES THE THE EXPO5URF SURE O OF EACH OF EIGHT CONDITIONED, REPLICATE NITING 2 03 ALL INFORMATION ON PLANS OPEN DESIGN OF ROOF AND FLOOR Hl-WINO 2001 OPECIMENO'OF A GIVEN CARPET OR RUG TO A STANDARD IGNITING PIA614RAM6 la FAMILY SOURCE IN A DRAFT-PR07TECTED ENVIRONMENT, AND MEASUREMENT OF EMENT OF THE HOLE IN 19 INTERIOR FIN16HEB/FLOOR IS- - TABLE 003,6 120 THE PROXIMITY OF THE CHARRED PORTION TO THE EDGE OF THE HOLE IN FINISHES 241 µp6.13 / IS 4 BG - TABLE 1406.7 A4,1, A-1.2 i N OF BROOKHAVEN a IIC i00KHAVEN 0110 MPH BC-UiQ4.3' REQUIRED THE PRESCRIBED FLATTENING FRAME. 2p EXTERIOR WALL COVERINGS EXCEPTIONS 104.21TABLE 601 REGION 061609.1.4 OR ABCE I ~ 1998 N/A YES TEST IF PAGE EXTERIOR FINISHES/BALCONIES BC -TABLE 1406.2 1 3 -BEE BONN 241 R 1 WIND RELIC t SYSTEM USED - SEE CALC6 6F/'TION 1630 3(S,) TEST CIRITERION, A SPECIMEN PASSES THE TEST IF CHAPT 16 BFA OR DFA/B616o2 SEE DEFINITIONS 4 DE6CRIB~ THE CHARRED PORTION DOES NOT EXTEND TO WITHIN 2.84 CM, MO IN,) 1, f1.0 tN.J COMBUSTIBLE (AND 704) BIG - TABLE 6014 602 WA 4 FRAME SYSTEM USED - BC - 3109 629 TO BE SPECIFIED W BE 5FECIFIEP OF THE EDGE of THE 1401-41E IN THE FLATTENING FRAME AT ANY POINT. 21 SWIMMING POOLS 693 A 4 BC - APPENDIX STRUCTURAL DESIGN CRITEF 1 POINT. 1 ^ O f 5 OF THE 1 22 BUN RODHB/PATIO COVERS 5 5E PE61GN CRITERIA 861616,1, 1616.4.2 41620 0 O ATIDESIGN CALCO, BEE CAI-06 BEE TABLES) BGWI6.6 4 161(.5 .6 EQUATIONS, DIAGRAMS SECTION 1630.316) AGCEP'TANCE CRITERION. AT LEAST SEVEN OF THE .70 23 ELECTRICAL NFPA 10 BG - 2100 BIT REQUIRED (SEE TABLES) COMPLIANCE STATEMENT REQUIRED 6 SEISMIC FORCE RE010TING BYS DE REAI" 2 BY6tEM BC-1611.6 4 TABLED DETAILS 4 TYPE DESI6N OF BBFR6, TYPE TYPE 2 A.3,1, A-3.2 EIGHT SPECIMENS SHALL tMEEI' THE TEST CRITERION IN ORPER TO BC -1011 201 6 USED MG, SHEAR WAL48 EXIT LIGHTS OR BIGNB 191 REQUIRED :6. SHEAR WAL4A) ereTEM To BE USED ON PLANS USED 4 CONNECTION CONFORM WITH THIS 5TANIDARD. EMERGENCY L14HT8 BC - 1006'1 WA WA Bc-2107 an ~i EMERGENCY POWER i 404.24,2 SLIDING AND FOLDING DOORS. Bull. SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES CHA BUILDINGS CODE OF N.Y.B. 306 - KNEE AND TOE CLEARANCE WHERE AN ACOEWIBLE ROUTE MAKES A ISO DEGREE TURN AROUND AN OBJECT WHICH IS LESS COMPLYING WITH TABLE 404.2,4.2. CHAPTER 11 - ACCESBIEsILITY THAN 46 INCHES eMO MMJ WIDE, CLEAR WIDTHS SHALL BE 42 INC1496 (1065 MM) MINIMUM T 1101.1 SECTION 1101 - GENERAL 306.1 GENERAL. 1101.1 SCOPE WHERE SPACE BENEATH AN ELEMENT 16 INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE APPROACHING THE TURN, 40 INCHES (1220 MM) MINIMUM DURING THE TURK AND 42 INCHES (1060 T ABLE 404NG SECT GLEARANCEe FOR BLIDIN4 AND FOLDING DOORS SEC MM) MINIMUM LEAVING THE TURN, THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL THE DESIGN AND AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE SHALL APPROACH DIRECTION MINIMUM CLEARANCES THE I PERPENDICULAR PARALLEL 70 GO" CONSTRUCTION OF FACILITIES FOR ACCEAOIBILRY TO PHYSICAL DISABLED PERSONS. COMPLY WITH SECTION 306. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. TO DOOR DOOR 1101.2 DESIGN FROM FRONT 4B IN (1220 W) o IN (O imm) 1101.2 N 11068 mm) 64 IN (1390 me) BEE NOTE 2 13UILJ BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCE86115LE IN 906.2 TOE CLEARANCE FROM HINGE SIDE 471 6 FROM LATCH SIDE 42 IN (1068 mm) 24 IN (610 mm) BEE NOTE 2 ACC' ACCORDANCE WITH THIS CODE AND ICC/ANSI AIIT.I 1 MA vering apaoa shall Include full width of dowa"L 303 2 From the latch side WWYd the apprcach dl"Otlon, 303 - CHANGES IN LEVEL 303.1 GENERAL 5 CHIA I ' CHANGES IN LEVEL IN FLOOR OR GROUNP SURFACES SHALL COMPLY WITH SECTION 303. I 303.2 VERTICAL. -B' i ~ CHA' CHANGES IN LEVEl4k(b MMJHIGH MAXIMUM SHALL BE PERMITTED TO BE VERTIGAL I I ~ FIG. 306.2 I~ min. TOE CLEARANCE All I 1 903. A) B1 42 min. 42 mm. FRL------------- I FIG. 303.2 306.2.1 GENERAL. VERTICAL CHANGES IN LEVEL SPADE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND O INCHES (230 MM) ABOVE 903.: ~ - 903.3 BEVELED. THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. CHANGES IN LEVEL BETWEEN k INCH(b MM) HIGH MINIMUM AND 15 INCH (13 MMJ HIGH MAXIMUM SHALL 306.2.2 MAXIMUM DEPTH. FKa. 403.6.1 24 MIN. CHAI , _ BE E BE BEVELED WITH A SLOPE NOT STEEPER THAN 1,2. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN CLEAR WIDTH AT TURN 2 ELEMENT. N 403.5.2 PASSING SPACE S' 1~ Z O AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1620 MM) SHALL PROVIDE (C) PASSING SPACED AT INTERVALS OF 200 FEET (61M) MAXIMUM. THESE PASSING SPACES SHALL FIG. 404.2.4.2 4 306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR OR Ny BE EITHER A 60 INCH (IB26 MM) BY 60 INCH (1625 MMJ MINIMUM SPACE OR AN INTERSECTION MANEUVERING CLEARANCE AT BUSING AND FOLDING DOORS GROUND SPACE, THE TOE CLEARANCE SHALL EMEND IT INCHES (430 MM) MINIMUM BENEATH LL OF TWO WALKING OURFACEO WHICH PROVIDE A T.SHAPED TURNING SPACE COMPLYING WITH THE„ELEMENT. OECTION 304, 404,24,3 DOORWAYS WITHOUT DOORS. ?E FIG. 303.3 306.2.4 ADDITIONAL CLFARANCE. 404 -DOORS AND DOORWAYS DOORWAYS WITHOUT DOORS THAT ARE LEES THAN 36 INCHED (910 MM) WIDE SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2,4,3, BEVELED CHANGES IN LEVEL SPACE EXTENDING GREATER THAN 6 INCHES (160 MM) BEYOND THE AVAILABLE KNEE CLEARANCE 303.4 RAMPED. AT 5 INCHES (230 MM) ABOVE THE FLOOR OR GROUND SHALL NOT BE INOLUDED IN TOE 404.1 CTENERAL• TABLE 404.2.43 303.• CHANGED IN LEVEL GREATER THAN 13 INCH (B MM) SHALL BE RAMPED AND SHALL COMPLY WITH CLEARANCE. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS C 44A 404. APPROACH DIRECTION MINIMUM CLEARENCES SECT SECTION 405 OR 406. PERIFIENPIOLLA 306.2.51WIDTH. 404.2 MANUAL DOORS, (BEE SEE NOTE 1) "TO DOOR (SEE NOTE U 304 304 - WHEELCHAIR TURNING 6PACE TOE CLEARANCE 014411. BE 90 INCHES (160 MM) WIDE MINIMUM. MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATPA, SHALL COMPLY FROM FRONT 4D IN (1220 MW WITH THE REQUIREMENTS OF SECTIONS 404.2,1 THROUGH 404,211, FROM SIDE 42 IN 0065 Mm) 304: 304.1 GENERAL. 306.3 KNEE CLEARANCE. SHALES. A WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304. $ 0 REVOLVING DOORS AND NR I MANEUVERING BPA6E SHALL INCLUDE FULL WIDTH OF DOORWAY. A REVD W~ REVOLVING pOORe OR TURNSTILES S SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 404,24A RECESEP DOORS. 304.2 FLOOR OR GROUND SURFACE min. WHERE THE PLANE OF THE DOORWAY ID RECESSED MORE THAN 0 INC4EB (200 MMJ 364J FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT 404,2.2 DOUBLE-LEAF DOORWAYS. FROM iNE PLANE OF THE WALL, CLEARANCES FOR FRONT AFPROA 14 814ALL BE FLO( AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH 7410 INDEPENDENTLY OPERATED PROVIDED "IFE STEEPER THAN 140 AND SHALL COMPLY WITH SECTION 302. LEAVES SHALL COMPLY WITH SECTIONS 404.2•3 AND 404.24, 304.9 SIZE. I 1 404.2.4,8 FLOOr OR GROUND SURFACE 004.' 404.23 CLEAR WIDTH. FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE WHET WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304.9.2. INCLUDE KNEE AND i I DOORWAYS SHALL NAVE A CLEAR OPENING OF 32 WOLFS (BB Mill) MINIMUM. CLEAR OPENING A OLOPE NOT STEEPER THAN 640 AND SHALL COMPLY WITH SECTION 302. TOE TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BA60 OR ONE ARM. I, OF DOORWAYS WITH SWINGING G DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE POOR OPEN 9O DEGREES, OPENINGS MORE THAN 24 INCHES (610 MM) 404,2.0 THRODHOLDO AT DOORWAYS. 60 W. 40 mlrt 1~ DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES ISIS MM) MINIMUM, THERE SHALL BE NO THRESHOLDS, IF PROVIDED, AT DOORWAYS SHALL BE H. INCH (13 MM) HIGH MAXIMUM. PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (866 MM) ABOVE THE RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH I I 1 U FLOOR OR GROUND, PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH MORE THAN 34 SECTIONS 902 INCHES (B66 MM) AND UP TO SO INCHFA (2020 MM) ABOVE THE FLOOR OR GROUND ARE AND 303, I I I I c PERMITTED BUT SHALL NOT EXCEED 4 INCHES (102 MM). 32" MP7. I I I 1 s 32" MIN DISTAN DOORS W SERIES, DISTANCE E BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES THSHALL BE 4S INCHES RTES I E I ~ ~ 11 b FIG. 306.3 _ MM) MINIMUM PLUS THE WIDTH OF ANY DOOR BWINGIN4 INTO THE SPACE DOORS IN SERIES min. KNEE CLEARANCE SHALL OWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS, BIYi, (B1 SLIDING ODOR 43 MIN. (A) CIRCULAR 36 mim 12 min. 306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN S INCHES (230 MM) AND 2T INCHES (605 MM) ABOVE THE X 7 4%MlN " MIN 7r-9-0 PIG. 304.3 (B) T~HAPEP FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. u (y Q SIZE OF WHEELCHAIR TURNING OPACE 306,3.2 MAXIMUM DEPTH. (A) HINGED DOOR (C) FOLDING DOOR 304.3.1 CIRCULAR SPACE. KNEE CLEARANCE SHALL BE PERMITTED TO EMEND 25 INCHES (636 MM) MAXIMUM UNDER AN THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES (1020 MM) ELEMENT At 9 INCHES (290 MM) ABOVE THE FLOOR OR QROUNn. ro ~ PIG. 404 -0_B. / - DIAMETER MINIMUM. WHEELCHAIR TURNING SPACLSHALL BE PERMITTED TO INCLUDE KNEE AND TOP. CLEARANCE COMPLYING WITH SECTION 306. 306.3.3 MINIMUM DEPTH. r CLEAR WIDTH OF F DOORWAYS WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEIMENT AS IF'ART OF A CLEAR FLOOR 304.9,2 T-SHAPED SPACE. OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE II INCHES MOD MM) DEEP MINIMUM AT 9 THE WHEELCHAIR TURNING SPACE SHALL BE A T-614AI-FD SPACE WITHIN A 60 INCH INCHES (230 MM) ABOVE THE FLOOR OR GROUND, AND B INCHES 1205 MM) DEEP MINIMUM AT 404,2,4 MANEUVERING CLEARANCES AT DOORS, yyy (A) (B) (1626 MM) MINIMUM SQUARE WITH ARMS AND BASE 36 INCHES (915 MM) WIDE MINIMUM. EACH 21 INCHES (606 MM) ABOVE THE FLOOR OR GROUND. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTIONS 404.2.4.1 THROUGH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONA W INCHES (610 MM) MINIMUM IN EACH 404,24.7. DIRECTION AND THE BASE SHAD. BE CLEAR OF 0E8TRUCTIONO 306.3.4 CLEARANCE REDUCTION. EXCEPTION, FIG. 404.26 - TWO DOORS IN SERIES DOORS TO HOSPITAL BEDROOMS SHALL BE EXEMPT FROM THE REQUIREMENT FOR SPACE BETWEEN S INCHES (230 MM) AND TI INCHES (686 MM) ABOVE THE FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF I INCH (26 MM) FOR w z m AT THE LATCH SIDE OF DOOR PROVIDED THE DOOR IS 44 INCHES (IWO MM) WIDE 464,27 POOR HARDWARE. 304. 304.4 POORO. EACH 6 INCHES (150 MM) IN HEIGHT, 0 MINIMUM. HANDLED, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS UNIJ SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOEO NOT REQUIRE SPA UNLESS OTHERWISE OPECIFIED, DOORS OHALL BE PERMITTED TO OWING INTO WHEELCHAIR TURNING 464.24.1 SWINGING POOR6, TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 6=14 HARDWARE SHALL LL SPACES. 306,3.5 WIDTH. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE BE 34 INCHES (B66 MM) MINIMUM AND 4S INCHES (P26 MM) MAXIMUM ABOVE THE FLOOR OR 305 305 - CLEAR FLOOR OR GROUND SPACE KNEE CLEARANCE SHALL BE 30 INCHES MO MM) WIPE MINIMUM. 404.2.4.1, GROUND, WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE 306.1 GENERAL. GHAPTER 4. - ACCE661EI1-E ROUTE6 TABLE 404,2,4,1 SHALL BE EXPOSED AND USABLE FROM BOTH SIPEO. 300. MANUAL SWINGING DOORS EXCEPTION, .n =A= n nne ne eonliml P lw 91141 I_ 'COMPLY WITH SECTION 906. _47" MIN. 18"47" MIN. 1B" _Inrvwvcr , . . _ _ n 401- GENERAL ~I TYPE OF USE MINIMUM CLEARENCEB LOCKS USED ONLY FOR SECURITY APPROAC DOOR PERPENP10ULA DEYOND LATCH PARALLEL TO DOOR ARE PERMITTED IN ANY LOCATION. 306, 305.2 FLOOR OR GROUND SURFACES. DIRECTION BIDE TO DOOR 404.10 C4001NG SPEW, PLO FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1.40 AND SHALL COMPLY WITH SECTION 34M 401.1 SCOPE. FROM PROW PULL 60 IN (16x0 mm) 100 IN (4 OTEI ACCESSIBLE ROUTES REQUIRED BY THE $COPING PROV'I5ION5 ADOPTED BY THE ADMINISTRATIVE FROM FROM PUSH 40 IN (IxEO mm) O IN (O mm)2 404.•8.1 DOOR CLOSERS. FROM HIND PU 60 IN !10x6 mm) 3i IN (SID mm) 44 IN fl06D mm) DOOR CL00ER6 SHALL BE ADJUSTED 60 THAT FROM AN OPEN POSITION OF 90 306 305.3 SIZE. AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THIS CHAPTER. L NOlR~ P ~PrLV T. BUT 9 m RARE 6EN _ TTO CO O Na PU 42 IN (1060 1 04 IN (1310 mm) DEGREES, THE TIME REGUIRED TO Move THE DOOR TO AN OPEN POSITION OP R THE THE CLEAR FLOOR OR GROUND SPACE SHALL BE 3O IW%NES (160 MM) MINIMUM BY 49 INCHES (1770 MM) MINIMUM. 402 - ACCESSIELE ROUTES * CLEAR ~ ~ 'p YIL'OD OLOCKM4 - 'k FROM LATC WLL 4014 (1x20 mm) 2i IN (610 and DEGREE6 SHALL DE D OWOND6 MINIMUM, MM) FROM LATC PUbW 4E IN (1066 mmJ 24 IN (610 mM 404,2,8,2 SPRING HINGES. fl O A ANO LOOAT~ AO .k PER A.N.E.I. i 306.4 KNEE AND Tog CLEARANCE. 402.1 GENERAL 30" IN 6A.pO. LTANOARDO r 4 I MeneuverlnE space "Il I'I rull width or 400". DOOR SPRING HINGES 6HALL BE ADJUSTED 80 THAT FROM THE OPEN POSITION OF TO 306 2 Add Ix '11300 mm) R 'low end IHoh provided. DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN LD SECONDS MINIMUM, U14L UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE ACCE5515LE ROUTES SHALL COMPLY WITH SECTION 402. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. LLMR RLOR AREA AccENORlp1 3 Add 6 IncMe 61150 mm) IT olwer rid INoh provided. MEASURED UNDER AMDIFNT CONDITIONO, KNE 402.2 COMPONENTS. po" 2~F' 07 493 4;' -4 Add 6 Iw * (ISO W) IT Ploeer provided. 404,2•S DOOR-OPENING FORCE. 306 34" MIN, y FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWADLE BY' THE APPROPRIATE UNL 306.5 POSITION. UNLESS OT14ERWIOF SPECIFIED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: FESS\° ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN EITH EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1.40, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHIM CHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE T~ I DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWO, 49 min. SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THUS STANDARD. JEFFREY T. BUTLER, F.E. I. INTERIOR HINGED DOOR, 6.0 POUWpB (YI. W 2. GLIDING OR FOLDING DOOR, 6.0 POUNDS (x2.2 N) 403 - WALKING SURFACES IO" MIN. i THESE FORCES DO NOT APPLY TO THE FORCE REQUIREP TO RETRACT LATCH BOLTS OR 403.1 GENERAL pIBENGAGE OTHER DEVICES THAT HOLD THE POOR IN A CLOSED POSITION. liI IA i E i i WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION m 404,2.10 DOOR S4RFACE 403. MIRROR (W] µ0 ° DOOR OR SURFACES WITHIN p INCHES (268 MM) OF THE FLOOR OR GROUND MEASURED RUW ILL WIDTH OF ((H FWNT APPROACH, PILL eIPE iOF i i 403,2 FLOOR OR GROUND SURFACE LAVATORY i Z O we MIN uwc x -ON cl.ae0e ANP L4=0 me PE IPm V6l2 SHALL BE A SMOOTH SURFACE ON THE PUSH &pT EXTENDING THE THE POOR.. POOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN IN OUCH UCH SURFACE SHALL BE FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302. A:l D 30 min. Ile) PARALLEL ' GRAB 1BA" p ° WITHIN I/W INCH (Lb MM) OF THE GAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. ~ 403.3 SLOPE THE RUNNING SLOPE OF WALKING SURFACES B14ALL NOT BE STEEPER THAN 1,70. THE CRO56 SLOPE FF-- - ~ ceoR U UI z (L) HINGE APPROACH Ka SIDE IXGEPTIOb LIDING DOORS. I I e4 MIN WHERe III OLOr3R AND LATOH ARE PA"1010 (A) FORWARD F I2" MIN. i 2. TEMPERED GIABS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR 6HOE WITH THE TOP LEADING EDGE TAPERED AT NO LEBO THAN 60 DEGREES FROM OM POSITION N OF CLEAR FLOOR OR GROUND SPACE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 11.49. 'M 306b APPROACH. 403.4 CHANGES IN LEVEL _ R R Ao s THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (266 MM) BOTTOM 306 ONE ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR CHANGES IN LEVEL SHALL COMPLY WITH SECTION BOB. o "~Oo 3. DOORS WHICH DO NOT EMEND TO WITHIN 10 INCHES (266 MM) OF THE FLOOR OR OVi OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE ' RAIL HEIGHT RSOWREMENT. ra)r_I APPROACH, GROUND. 403.5 CLEAR WIDTH. A z1-O WATER cLOEET P30N SIPS I 306 404.2,11 VIOION LITER. 306.1 MANEUVERING CLEARANCE CLEAR WIDTH OF AN ACCESSBLE ROUTE SHALL COMPLW WITH TABLE 403.5. IF A CLEAR FLOOR OR GROUND SPACE 15 IN AN ALCOVE OR OTHERWISE CONFINgD ON ALL OR DOORS AND SIDOWTIEO ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS IF A IF 4 PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES COMPLYING WITH SECTIONS 305,11 TABLE 403.8 o l7 h 14" ' THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE FAI MIN, ' PANEL 43 INCHED (1080 MM) MAXIMUM ABOVE THE FLOOR OR GROUND. ANC AND 306.7.2 SHALL BE PROVIDED. CLEAR WIDTH OF AN ACCEB6161-E ROUTE 60 min. SEGMENT LENGTH MINIMUM BEGMENT WIDTH O u J cA 4 kc MIS, 404.3 AUTOMATIC DOORS, 24 INCHES (610 MMJ 32 INCHES (1515 MM) 4 INCHES (610 MM) 36 INCHES ((1116 MM) 2 ' m) LATCH APPewaCH, PA" eIPE AUTOMATIC PULL DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTIONS 404.3.1 THROW 40,43. i gp4.3.b, FuLL POWERED AUTOMATIC DOORS SHALL COMPLY WITH AN01/544 1/BHMA .1815.10. LOW- ENERGY CY ix aRAe RARA p CONSECUTIVE SEGMENTS OF 32 INCHES (SUS MM) WIDE MUST BE SEPARATED BY A R0U1E nwRdR I ' MIRROR k Y 2 i AND POWER-ASWbTED DOOIRS SMALL COMPLY WITH ANSI/OHMA AI56.10 j 36" 404.3.1 CLEAR OPENING WIDTH. SEGMENT 4S INCHES (1220 MM) LONG MINIMUM SAND 36 INCHES 1916 mm) Wide minimum. 5E' ' Z LAVATORY Lp DOORWAYS SHALL HAVE A CLEAR OPENING OF BE INCHES (BID MM) IN POWER-ON AND m 1 ' L4VATORY - T-XJA a POWER-OFF MODE THE MINIMUM CLEAR WIDTH FOR AUTOMATIC POOR SYSTEMS SHALL BE 24 min. 413 min. 24 min. 6~1R•1•v i ~ II ON THE CLEAR OPENING PROVIDED DY ALL LEAFS IN THE OPEN POSITION, (4)HIN6E APPROAW FWL Sim 'I--1 ----_---I x. 1W .9 a - 404.3. MB MIN. WHERE S POW GL.E.4RANCEO. ,______-------------CLEARANCENCES AT Ai POWER-ABBIBTEp DOORS SHALL COMPLY WITH SECTION 404.E.4. 36 min. F m ' (B) PARALLEL APPROACH _ -E? I CLOSER 404.3.3 THREOHOLDO. IB PROVIDED THRESHOLD$ AND CHANGED IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2,6. (4) FORWARD APPROACH FIG. 3061 - MANEUVERING CLEARANCE IN AN ALCOVE E [ E E° KNEE ME RANGE T GlIIE NOLPER• PAGE: I ~ I q E E U9 305.11 FORWARD APPRO H. l0 nT ' DOORS TWO DOORS SERIF-e. m n't° uv. qtr THE WIDTH OF AN ALCOVk SHALL BE 36 INCHES (1115 MM) MINIMUM WHERE THE DEPTH EXCEEDS In -0" v. N WATER WDEET A DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2,6. 42" MIN. 24 INCHES (610 MM). I (W I.ATCN APPROACH, PUSH SIDE _ FIG, 404.2.4.1 404.3.8 CONTROL SWITCHES. Tl TYPICAL HANDICAP DETAILS 3 of 5 MANBJVERING OLEARANOE AT SWINGING DOORS CONTROL BWITCHEO SHALL COMPLY WITH SECTION 306, 306.1.2 PARALLEL APPROACH. THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES (1925 MM) MINIMUM WHERE THE DEPTH FIG 403.5 - CLEAR WIDTH OF AN ACCCESSIBLE ROUTE (FROM [CC/ANSI AIM.1 2003) EXCEEDS 15 INCHES (300 MM). E P) HNGE APPRO,,ACH,, FULL NDE 404.3.6 SIGNS. N0 MIN WHERE AM *OSIER AND LATCH MU FROVIDEO LAST AND WARNINGS FOR AUTOMATIC DOORS SHALL COMPLY WITH SECTION 103A. NOTE: 4" VTR A FIRE AND SMOKE DETECTION SYSTEM SHALL Be INSTALLED IN DPU•5 DP05 ACCORDANCE WITH THE TOWN OF SOUTHOLD CODE PROP05W PROP05ED `i PROP05ED PROPOSED SINK REST ROOM REST ROOM SINK _ I-_____________.m________T_ i Ali 511 i BEGOND FLOOR I I 7u 2" all 2il 21, \~1 EX15TING KITCHEN EXISTIN EXI5TI EST ROO EST ROO MAIN FLOOR 7 all 7u 1" CXISTING KITCHEN FAI 60' 0" 5° C.O. ~ i i 11' 6" 4' A" 11' 6" 4-8-- 13' 6" 4' A" 11' 6" C.O. C.O. F ~ a TO AN APPROVED 2'4" 2' 4" 2' 4" 2'4' SANITARY SEPTIC SYSTEM T CAST IRON HOUSE TRAP TW3046 TW3046 TWV3046 FLUM51NG RISER DIAGRAM INTS) EXI "fING W<IBTING EXI TING I m i EXISTING BEARING WALL i O CFHI O pC' AN „ LIGHTING LEGEND I I o NFm i " PROPOSED i q i I / ~ / _(1)_ ~ I / KINK 0 W. W i i TYPICAL CEILING FIXTURE NOTE SPACE 18 PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. - - e i i EMERGENCY LIGHT rv PROP08ED OFFICE "I 1 / F817 ZOOM' ES ZOOM' •o i o o R m I"MINATEP EXIT SIGN C-1 ME, CEILING B( Pr, B'O" CLG. NGL M c i c N U m 660 80, FT. C.O. OCCUPANT LOAD • 9{l} -{,L} WALL SWITCH Q tf- 120 VOLT RECIEF. 6- 0" m COOLER` e o `o In I FT.c ~ I FT.6 170 VOLT GFI RECEP elm ~ ~kx O ~ EXISTING WALL ~il p! F e 100 OPM EXHAUST PAR c Yi FOYER ERn ~ 3 xXl~i $ m if n .{1~ WATER {1NOOTE, REBTROOM DESIGN MUST MEET coo n, 3' o W C ADA RHT 7 OFFICE USE. TEESEMIXTURE 1 3'0" om Z PROPOSED OFFICE. 02 LOCATIONS REPRESENT AS BUILT 1 F ROUGHHN LOCATIONS e Fo N j( CEILING S. , 0" CLG. Ha HG W t. m o ~LL ~ N Z W m 050 SO. FT. NOTE, SPACE 18 PROTECTED BY AN _ OCCUPANT LOAD • 9 AUTOMATIC FIRE SPRINKLER BTBTEM. ?S v ~ ROPOB~ i ROPOB~ 7R0 , m m m _ r TRO , 20 i'FANF Q 'Q Y r I \ SAN i PROP09EG ® i ~ 6-0-- ~ IXISiING BEARING WALL JII SINK 6-0" ' ~ I w 2 ~2J' g3 4i~C~ ~pSOSS\~~ FE 1 1 I 1 1 a E%I TING IXl~TING EMIS ING JEFFREY T. BUTLER, P.E. TW3046 TWid46 TW3046 m 5 Z~// V Uz Z C) d) 0 O a Az~o 2'4" 2'4" TV 2'4" f o 11'6" 4H" 11.6" 4'9" 11'6' 4- W 11'6" U u qo N o Cl 6C' 0" s a SECOND RLOOR PLAN PROPOSED OFFIOE AREA 01 • 850 SO/0. FT, PROPOSED OFFICE AREA M2 - 850 SW. FT. PROPOSED FOYER AREA - 60 SO. FT. SMOKE DETECTOR PAGE: INTERCONNECT' PER CODE 6 CAR50N MONOXIDE DETECTOR ONE PER FLOOR 4 of 5 FIXTURE SCHEDULE F-110 FIXTU DRAINAGE SYSTEM SIZING - DES DESCRIPTION N EXISTING WOOD FRAME TRUSS 12110.1 Murlm a Fixture unit load. The maximum number or dmlwge rixtum i unite connected to a given eIza or building comer, building Owen or P-1 WATER CLOSET (HANDICAPI ET (HANDICAPPED). horizontal brunch or the building drain shall be detarmined using AMERICAN STANDARD 2261, I'ANDARD 2251.103 Table P110,1(U. The MAXIMUM number of drainage fix" unite connected AFWALL E L 1.6, 11" MOUNTII 1.6, IT' MOUNTING HEIGHT TO RIM, WALL HUNG VITREOUS CHINA, to A given sic, of horbontal bwnch or vertical wll or waste stack "ll Om detarmined u mime Table P110.I0). ELONGATED, TOP SPUD, FILL TOP SPUD, FLUSHES ON 1.6 GALLONS. FWBH VALVE. SLOAN NO, I NO, I :1 SLOAN NO. III 6 P110.I.I Horizontal slwk offset-. Horizont'l Buck affmt- -hall be BEAT: OLSONITE NO. 9B, SO -IZed ap required For building draw in accordance With CARRIER. ZURN Z-1203 AND (TE NO. 95, SOLID PLASTIC, OPEN FRONT SEAT LESS COVER. RN Z-1203 AND Z-1204 / SERIES. V Table P110.10U, except as required b8 P111.4. PROP05ED R-30 INSULATION INSULATION P110.1.2 Vertical -tack ofheta. Vertical suck off-.1a, shall be -imd P-2 LAVATORY (HANDICAPPF37 HANDICAPPED): r racgolmd for -valght ateck- In accordance with Table P110.In), AMERICAN STANDARD 036 I'ANDARD 0356.015 LUCERNE WALL HUNG INSULATION PROPOSED R-21 INSULATION except whom re lured to be uzed r a building d'ain In moordaroe with LAVATORY, VITREOUS CHIN p111.1.1. FOR 4" CENTERS AND FOR VITREOUS CHINA, FRONT OVERFLOW, SELF-DRAINING DECK, DRILLED MRS AND FOR CONCEALED ARMS MOUNTING. B/B" GIUB TRU-6R0 -AV-GUARD UNDE ?-GUARD UNDER SINK PROTECTIVE PIPE COVER. MODEL 0103 WITH 6/0" GWB I HOUR RATED FIRE BEFERATION WALL 12110.2 Future fexturaw Where provldon is mAde for the Fulum REUSABLE FASTENERS. In-ttllAlon of genre-, these provided For -hall be considered In FAUCET. AMERICAN STAND, 40TENERS, ONE DETAIL determining the required aims or drain pipes. Comuaction to provide For RICAN STANDARD HERITAGE 1502.11OVP, 4` CMNTERSMT, PROP05W PROpO6EC PROPOSED o such future Imullmlon *All be terminated with an approved cap or plug, GOOSENECK FAUCET, LEVEI ANGLE STOPS WITH LOOSE FAUCET, LEVER HANDLES AND GRID DRAIN, S WITH LOOSE KEY. OFFICE 01 OFFICE 02 OFFICE 02 N. TABLE P110.1(1) SUPPLIES. MCGUIRE NO. I6' 7GUIRE NO. 161 I.K. 3/0" X I/2" O.D. CHROME PLATED SOLID 15RA05 BUILDING DRAINS AND SEWERS P-TRAP, MCGUIRE NO. 201, 3UIRE No, 201, I-1/4" X 1.1/2" CAST BRASS CHROME-PLATED P-TRAP, R fU \ 12 MAXIMUM NUMBER OF DRAINAGE FIXtURE UNITS CONNECTED BLIP INLET, THREAD OUTLET HREAD OUTLET, BRASS-NUT AND CLEAN-CUT PLUG. B TO ANY PORTION OF THE BUILDING DRAIN OR THE BUILDING SEWER, INCLUDING BRANCHES OF THE BUILDING DRAINa 3/4" 6130FLOOR )f DIAMETER Slope per root FLUM51NG NOTES: V OF PIPE a IXIB pC18iING R-sO INSULATION 4rohee) I/16 Inch 1/6 Inch 1/4 Inch 1/2 Inch I. BEE DWG. T-0.3 FOR TYPICAL HANDICAPPED F HANDICAPPED REBTROOM LAYOUT, ELEVATIONS AND ACCESSORIES. ~ 1.1/4 - - I I 2. RESTROOMB FIXTURES TO BE INSTALLED PER , n NSTALLED PER ANSI STANDARDS FOR HANDICAP RESTROOMS. 0/B" GWB EXISTING I HOUR CEILING/FLOOR 6Y0 7x0 BTUD6 ONE DETAIL 1/2" O6B SHEATHING 1-1/2 - - 3 3 4IR INTAKES UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. & TYVEK HOUSEWRAP 2 - - 21 76 OF ANY FRESH / VENTILATION AIR INTAKES UNL VINYL BIDING R-IB INSULATION IXI6TING 2.1/1 - - 24 sl 4. CONTRACTOR TO SUPPLY AND INSTALL ENCLO I INSTALL ENCLOSURES AS SHOWN - I HOUR RATED GLOBAL POLYMER (HOPE) BY GLOBAL BTEEL GLOBAL BTEEL PRODUCTS CORP. OR EQUAL WITH FLOOR AND WALL )E NECESSARY BLOCKING IN WALL FIRE 802ERATION WALL 3 36 42 BO ANCHORING SYSTEMS. PROVIDE NECESSARY I EXISTING BEE DETAIL EXIBYING 4 - ISO 216 260 RETAIL 6HOP RESTAURANT 390 480 BID FIXTURE P-TRAP CHART B iF' CHART y~{ 6 - 100 040 11000 LAV. TRAP8 . 1 1/2" ALL SINK TRAPS . 2" . 11/21, ALL UTILITY SINKS . 3" a m . 2" ALL W.C. .51. 4" P.C. BLAB e IA00 1,600 Imo 2,300 ALL FLOOR TRAPS . 3" . 3" ALL CLEAN CUTS . 4" ON 4" LINE 3" ON 3" LINE COMPACTED FILL 10 2500 2,900 3,600 4]00 N 9,900 nboC 8,600 6,100 r IS 11000 69oo 10,000 12,000 FIXTURE ROUGH-IN SCHEC -IN SCHEDULE m CW HW BAN VENT NOTES For 61: I Inch . 28.4 mm, FIXTURE Ctl I inch per foot . 0.0833 mm/m. WATER CLOSET I" 1,2 a. The minimum aim or any building drain carving a water closet dull LAVATORY I/2" I/2" I I/2" I I/4" I, 2 SECTION A-'4 be 3 Inches. TABLE P110.IW HORIZONTAL FIXTURE BRANCHES AND STACKS- NOTES, MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS (d1) I. SIZES INDICATED ARE MINIMUM. LARGE NIMUM. LARGER SIZES SPECIFICALLY INDICATED ON DRAWINGS U Btmkab SUPERSEDE MINIMUM SIZES INDICATED 11 8 INDICATED IN THIS SCHEDULE. DIAMETER Total for a Total diwhage Total for suck Total For Hack p OF PIPE horizontal Into one bramh or three branch greeter than three 2. TERMINATION STYLE AND SIZE FOR FIX 7 SIZE FOR FIXTURE CONNECTIONS SHALL BE AS INDICATED BT X ~ (Iwh.W branch Intorvel Intervals or 104, brunch interv-b FIXTURE MANUFACTURER. Ha 3 2 4 B 2 6 6 10 24 2-In 12 B 20 42 3 20 20 40 12 4 160 90 240 900 B 360 200 840 11100 0 M 6 620 3BO 960 1,6600 Wzca f I B IAQO 600 2,200 3,600 d o f e . r r Y i 10 2,500 1,000 31800 6,600 Q- m 4p I i X a r 4~ 12 2,°600 1500 6,000 6,400 ~,atalA IS sNM~RP~ dPO~ GPlB' ~n~~~~~~'~'' r u- c B 1,000 Footnote a Footnote m Footnote o., rm.r •av.r . 1-LLTI I1- IIYC3 t.'iFIYFFN4. IVV IFS FNL IVV 1F~ !I ayal~a6gA'dnt~~~# h~kfl~+s, Sfs(~r~a 1 a, Dosa not Include branches a the building dralm. Refer to I, ALL PLUMBING WORK UNDER THIS CONTRACT .R THIS CONTRACT SHALL CONFORM TO THE FONTS AND ALL AUTHORITIES Qo~lANcusRl~ T~Im~lo~Nlag npnaAUa~4TX@9X~gAs~mquryfd;' ~i TAbIA PTIOSID, HAVING JURISDICTION. 2, ALL MATERIALS SHALL BE NEW UNLESS NOTE NEW 4NLE06 NOTED OTHERWISE, HOSPITAL GRADE AND ADA COMPLIANT. ~I 5 1 ' '2`, r ~ r p ae olss of t ftlAOwe raa ad c - z,~s rr-7 ~m,A?~d e~w PI t f~ Fh 4 pa of la ent b. SWC:U Stull be almd bawd on the total accumulated connected load at 3, THE PLUMBING CONTRACTOR SHALL A56UMP DR SHALL A56UM P RESPONSIBILITY FOR ALL LABOR AMC MATERIALS INSTALLED each story or branch Interval. As the total accumulated connected load UNDER THIS CONTRACT AND SHALL GUARAN ID SHALL GUARANTEE THE WORK PERFORMED UMBER THIS CONTRACT FOR A PERIOD OF F9 + a 4 WOimum stud dec,aases, stACks are pemOttad W be reduced In size. Stack dlameta si ONE (U YEAR FROM THE DATE OF COMPLETI, ahali not be m&cad W less than one-half of the diameter of the 4. PLUMBING CONTRACTOR BHALL CONSULT Al, ATE OF COMPLETION OF HIS WORK. SHALL CONSULT AMC COOPERATE WITH THE GENERAL CONTRACTOR, HEATING 1,L ?ITi if TT, I largest aleck Sim required. CONTRACTOR ELECTRICAL CONTRACTOR, ET . CONTRACTOR, ETC. IN ORDER TO AVOID INTERFERENCE DARING INSTALLATION OF THE w r ~ w p y+~ Bl + ~r A~m~~mam Slµd$ +E r~ + r' i 1 1~ t M, if I c. Slain load based on desl n Ulterls. 5, THE PWMBING CONTRACTOR SHALL PREPAF DR SHALL PREPARE AMC FILE ALL REQUIRED PLANS AMP PERMITS INCLUDING n = ILL y I~1~ ~1 r~ A t t + LIT ITT l + Q 5 g1fW Jp~SIa S r r r + +V!. + t V V WORK. 5ACKPLOW PREVENTION DEVICE WITH THE LO EVICE WITH THE LOCAL AUTHORITIES AND SHALL PAY ALL FILING FEES AS REQUIRED BY If, I 1Q t 3 Q7lIw6~ACNiP&p1~WQ~s!°~sf r~ y ~v i . 1-1410 THE LAWS, LAWS. HE SHALL OBTAIN ALL WORK PBa WASTE STACK VENT MANNER. ,IN ALL WORK PERMITS AND WRITE-OIT6 AS KAMIRIND TO EXECUTE THIS WORK IN A LEGAL 07 49` - i , 1 ' o- t ` 7;'A , 7,AAntNusU§Tll'~fllkf~Jal~9t,($,@Plef9faf.1ll4~@~~f ~,Cr,I1~e9i~4Y~(f~f~llu~d r, ~ r e. THE PLUMBING CONTRACTOR 6HALL PERFOA DR 6HALL PERFORM ALL TESTS REQUIRED BY CODE AND SHALL FURNISH ALL OpROFESSONP~ 1 + i ~ fayd fem 1 dif.I I i 1 + + e I HOUR WALL ASSEMBLIES (INTERIOR PARTITIONS PSIO.I Waste stack vent permitted. A wasW stack shall be considered s CERTIFICATES OF INSURANCE AS REQUIRED e DE AS REQUIRED BY THE AUTHORITIES HAVING ARIODIOTICN ANC THE OWNER. vent for all or the fixtures d soharglrlg to the stack where Installed In FOR STAIRWELLS AND ANY OTHER NOTES WALLS) SHALL accordance with the wlresswtu of this ...lion, 1. THE PLUMBING CONTRACTOR BHALL MAKE Al )R SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLOMDING EQUIPMENT REGARDLE06 JEFFREY T. BUTLER, P.E. I WITHOUT ANY ADDITIONAL COSTS TO THE GENERAL CONTRACTOR. pahnlNlall,CRphn~ouS`TY,@9~R4NmNPsFd,~luw~G&ut~r~mlclef 1~ BE BUILT IN ACCORDANCE WITH THE FOLLOWING: qu OF WHETHER SHOWN HERBN WITHOUT ANY ADI 5HALL Y16IT? THE BITE AMC BECOME FAMILIAR WITH THE EXISTING CONDITIONS, ~T ~ + r TrFa R ¢YUSYm4~sm~ In wsp ar~~~Ta~eala~wuae rarirpna t~ tig mfq rfaa ONE LAYER 5/5" TYPE X PLAIN OR PREiDECORATED 1-910.2 Black irvtallatlan, The waste stack Null be vaMI.AI, and both 5, PLUMBING CONTRACTOR SHALL Y161T THE 61 IEDTIDNB, BEFORE SUBMITTING A QUOTATION FOR THE WORK. J IU +~prRagra4ldF9~tIPiR~41 ~ ' GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD horizontal and vertical ofraeW shall be prohlbltad. Every fixture drain 114CLUPING 61ZE6 OF CONNECTIONS, BEFORE SHALL PERFORM ALL CUTTING, EXCAVATION, BACKPILLING, ETC. AS REQUIRED FOR THE 5 K AND SHALL PERFORM ALL ROUGH AMC FINAL PATCHING BACK TO COW rNAL STATE Sl , '+~p, QOq ~0Af tl4f~l~4^~))I(e, SY81B~44i(r&NPIIpd)~ ii' If I OR VENEER BASE APPLIED PARA.LEL WITH OR AT shall cornea{ mparaWly W the sate stack. The stack Mall net recelve 6. IWUME N0 CONTRACTOR BHA" AND PERFORM PEA Sr. discharge or water doseta or WOMls. INSTALLION OF THE WORK OHAILL ILL IT L RIGHT ANGLES TO EACH 2X4 WOOD STUDS 16" O.C. UNLESS OTHERWISE NOTED. SHALL PERFORM ALL TESTS REQUIRED BY THE LOCAL AUTHORITIES HAVING W Q +i i v JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED F910.3 Black vent. A sWCk vent shall be provided for the water stack. ID, PLUMBING CONTRACTOR SHALL PERFORM p WALLBOARD MAY BE LEFT EXPO2ED. STAGGER JOINTS The size of the stack Vent shall be equal W the size of the waste stack. XROPICTION AND ARRANGE FOR ALL INBPI Offaeb stall be pm-ratted in the stack vent snot shall be located At bast CONTRACTOR. GE FOR ALL INSPECTIONS AS REQUIRED AT NO ADDITIONAL C06T TO THE GENERAL ^ i ~ i 1 i + i i hly h k ~ i ~ li 1 f~ ~1~ r+i i ~ 4 +1 it 1" g + ,J ~ i ~ t y, +i i J I~ Iti + i 01 ~y i + frv +y ry ~l ~ ~ EACH SIDE. (LOAD-BEARING) 6 [=has (152 mm) Above the flood level of the highest fixture, and shall II. ALL NEW CONNECTIONS TO NEW EQUIPMENT a 3 Q NEW EQUIPMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE CODE AND THE Q~/~I m O 1 ~ THICKNESS: 4 116" be In accordance with P9051. EQUIPMENT MANIUFACTURERO RECOMMENDAT R0 RECOMMENDATIONS. V J ,a 0 1+ APP WEIGHT: 1 PSF P910.4 Web stack alm, The waste stack shall be Hzed based on the P. ALL SANITARY AMP STORM PIPING INSTALLE M PIPING INOTALLED ABOVEGROUND SHALL BE CAST IRON WITH'NO+UB" JOINTS OR } (((~~Y + ~;~tr y 1 11 FIRE TEST: UL RI31$ 4,k, DESIGN U'105, 6-11-52: R2111-39, 1-20-66: WWI dlachwrge W the aleck And the dlwharge within a branch Interval in GALVANIT WITH PRAINAGE PATTERN F1TTIM GE PATTERN FITTINGS FOR SANITARY AMID STORM WASTE PIPING AND MAID-FAME z m WIN R3501-52, 3-15$6. ULC DESIGN W301 accordance with Tablas P910.4. The waste stack shall Pa the same size FITTINGS FOR VENT LINES. R, SHALL BE ' 0 COPPER TUBING WITH CAST BRASS OR WROUGHT COPPER FITTINGS /T UUII n' O y` m SOUND TEST: OR 64-15,2-4-64 throughout IW lerrgth, 1% ALL COLD AND HOT WATER SHALL BE "L" C TABLE 1-910.4 AND SOLDERED JOINTS, A$ PER THE PLUMB S PER THE PLUMBING CODE O Q Q G] 'I tT, v i ! y ILavgl l7uq JO~St1fif@FactS O4100 15QO 777777777 gcta4 Tl% TL WASTE STACK VENT SIZE 14. ALL COLD AND HOT WATER, AMP STORM PIT R, AND STORM PIPING AND FITTINGS SHALL BE COVERED WITH A MINIMUM COVERING z Q Q ~Q 'b T IT ff, S PIPE INSULATION WITH A MAXIMUM "K" FACTOR OF U AT TEMPERATURE OF T6OF. 'PURTENANCES SHALL BE INSULATED WITH MOLDED FITTINGS WITH THE SAME THERMAL W ryQ Z HOUR WALL ~,(},,/~a't /!s]EM5L1 OF V MOLDED FI5ERGL468 PIPE IN6ULATIOa + 456~'T/ MAXIMUM NUMBER OF DRAINAGE FITTINGS, VALVES AND APPURTENANCES SH, 1 FIXTURE UNITS UNITS (dN) CHARACTERISTICS, Tt% 15. ALL PIPE E HANGERS AMC SUPPORTS SHALL SUPPORTS SHALL BE FABRICATED OF MATERIALS AND INSTALLED IN ACCORDANCE O STACK SIZE T.WI discharge Int. Total dlachaga WITH THE PLUMBING CODE. [Inches) one branch Interval for sock 16. ALL NEW PLUMBING FIXTURES SHALL BE INS' RUB SHALL BE INSTALLED WITH ANGLE STOP VALVES IN THE SUPPLY LINES BELOW THE O U FIXTURE5, u_ RE SUPPLY PIPING AMID WASTE PIPING SHALL BE CHROME PLATED AMP SHALL NAVE N~ ^ µ R 41/2 1 2 IT. ALL NEW EXF'CBED FIXTURE SUPPLY PIPING CHROME PLATES ESCUTCHEONS INSTALLED , IEONO INSTALLED AT THE PENETRA710M THROUGH THE WALL6. 5 1 Iii r ~mn + 1 + 2 2 4 IS. ALL NEW VALVES BHA" BE "FAIRBANK6" O N O SE "FAIRBANKS" OR EQUAL RATED AT IRS pBIG, WOG. B. ~ Q SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW PLUMBING FIXTURES AMP EQUIPMENT FOR O 3 Z-I/Z No IIm14 B It, PLUMBING CONTRACTOR SHALL SUBMIT SHC THE BUILDING WATER SUPPLY HAS BEEN DESIGNED ACCORDING APPROVAL BEFORE INSTALLATION OF BAME ILLATION OF SAME YYYC I' 1 'u y e ILL ITL " !"r9 'rKl rY~ it y', TO AVAILAI51 E PSI/GPM AS REPORTED BY SCWA AND HEADLOSS .e N. limit 24 20. PIPE 6LEEV1:e 54ALL BE 1NSTALLEP AT ALL INSTALLED AT ALL PENETRATIONS THROUGH WALLS AND FLOORS. r r i 1 1 U y DUE TO ELEVATION CHANGE AND FRICTION FOR THE FIXTURE USE 21. WATER HAMMER ELIMINATORS BHA" BE INS DRB SHALL BE INSTALLED ON ALL DROPS IN TILE WATER LINES SERVING THE TOWET U IS, L SHOWN ON THESE PLANS. 4 No limit W ROOMS AND OTHER AREAS. TALL BE INSTALLED AT ALL PIECES OF EQUIPMENT TO FACILITATE SERVICING, 1 17 t "If S NO limit 15 fR SHUT OFF VALVES AND SHALL BE INSTALLS: a. BALL VALVES FOR WATER SYSTEM SHALL E R SYSTEM SHALL BE BRONZE BODY WITH CHROME PLATED BRONZE BALL. STAINLESS SEATS AMID SEALS RATED P51G, WOG. rr rt NOTE: 6 No limit 100 STEEL HANDLE, PURAFILL SEATO AND BEAU 4FING SHALL BE IRON BODY WITH BRASS PLUG AND WASHER6. SCREWED ENDS AND at THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 24. PLUG COCKS FOR GAO PIPING SHALL BE IF STOP BY THE MANUFACTURER 71, t IZ_ " r 1 y' i t i t r, WITH THE REQUIREMENTS OF 1-604 OF THE BCNY For BI, 1 Inch • 25.4 mm. SHALL HAVE BEEN AIR TESTED BY THE MAN 25, ALL PIPING 614ALL BE TESTED AT A MINIMUI NOTED ON THE DOCUMENTS OR IN THE COC STEP AT A MINIMUM OF 1 1/2 TIMES THE OPERATING PRESSURE, UNLESS OTHERWISE O y 70 OR IN THE CODES AND IN ACCORDANCE WITH THE UTILITY REQUIREMONT6 FOR GAO T LL I MINIMUM DAILY STATIC PRE68UR£ (ADJUSTED FOR HEIGHT! 55 PSI 5YOTE161 ,Lt, I ITT if I 14 26. PWMBING CONTRACTOR SHALL CODRDINA SHALL COORDINATE LOCATION OF ALL ROUGHING WITH RESPONSIBLE CONTRACTOR LT it L MAXIMUM DEVELOPED LENGTH FOR WATER PIPING PRIOR TO INSTALLATION AND SHALL MAKE AND SHALL MAKE ALL FINAL CONNECTIONS AS REC UIREC. DRAWINGS DEPICT DESIGN INTENT FW FOR DIMENSIONS, (ADJUSTED FOR PRESSURE LOSS DUE TO FITTINGS) • 209 FEET AMC) BHALL NOT BE SCALED FOR DIMEM IO 2T. SEE SHEET T-O.o FOR ADDITIONAL NOTES Ot DITIONAL NOTES ON PLUMBING AND SPRINKLER SYSTEM.