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HomeMy WebLinkAbout29264-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29591 Date: 07/23/03 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 700 HARBOR LIGHTS DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 71 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 24, 2003 pursuant to which Building Permit No. 29264-Z dated APRIL 4, 2003 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 DECK ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MATTHEW C & JACQUELINE M. CAMPBELL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 74841C 06/11/03 PLUMBERS CERTIFICATION DATED N/A Authorized Sdonature Rev. 1/81 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. 29264 Z Date APRIL 4 , 2003 Permission is hereby granted to : MATTHEW C CAMPBELL 700 HARBOR LIGHTS DRIVE SOUTHOLD,NY 11971 for ALTERATION AND ADDITION TO AN EXISTING SINGLE FAMILY AS APPLIED FOR at premises located at 700 HARBOR LIGHTS DR SOUTHOLD County Tax Map No. 473889 Section 071 Block 0002 Lot No. 014 pursuant to application dated MARCH 24 , 2003 and approved by the Building Inspector to expire on OCTOBER 4 , 2004 . Fee $ 150 . 00 az Authorized Signature COPY Rev. 5/8/02 V I Electrical Inspection Certificate Issue Date Elat:trlcal Inspection Service,Inc. Application Number 06/1112003 376 Dunton Avenue 74841 C East Petdtopue,New York 11772 (631)211111114642 Issued To: Matthew Cambell Street: 700 Harbor Light Drive Village: Southold Zip: 11971 Town: Southold Section: Block, Lot: Contractor: i.adernann Electric Inc. Lic. # 4141•E Wee exeminW' ou to be In compllants with the National Electric*Code. -1 Commercial -1 NV Dereets '' Pool 9r let Floor 71 Indoor 1- Easement Hot Tub Gt Residential '.1 Det.Oar.pe !1 Attic ! ' 2nd Floor %1 Outdoor I% Addition :j Survey SwNeMs Redvpho%s Plztunt GR Mentors A/C Fans 11 11 11 2 1 Dishwasher Washer/Amps Oryw/Amps oven RanpWAmps Wrowaves Furnace oil Oes CJroulatem Smoke Detector Moll Transformer Meter Amps Phase UO/OH Jeauzzi Television CO Detector r NOUN Bldg. Permit Other Equipment Hugo S. Surdl I I Pres/dont �raplct103 1MpeRor Ed Seawlll Fuel IMpectlon: 00/10/203 Inapeetm; Ed aearelu This can,dests must not be altered In any manner. Inspectors meY be Idenlirlad by that eadenllea. Z© 39tld SN3R'IItlfi Z'8S L5b5b6L 65:7Z 6002 6Z 90 BUILDING PERMIT EXAMINER CHECK LIST ��11 DATE REVIEWED: c3 1-2q/03 g SAz3ottatii� l d1 Pew DATE SUBMITTED: c3 / //03 APPLICANT: �A'vw'4 SCTM# DISTRICT: 1_1,000, SECTION: '91 BLOCK: LOT: —I+_ SUBDIVISION:#*Op ��6C•a ADDRESS: 9� tbRL�lY_S+e* CITY: ZONING DISTRICT: CONFORMING? No BUILDING PERMITS OPEN/EXPIRED: BP25113¢ -Z/ C/0 Z-2356` , INFO 4b /BP -Z/ C/0 Z- INFO BP -Z/ C/0 Z- , INFO /BP -Z/ C/0 Z- INFO PRE CO: Y OR N BP -Z/ C/0 Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED A NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.]997 100-25.Merger(A nonconforming at anytime after 7/1/83) REQ. LOT SIZE: 11PO•G' ACT. LOT SIZE.�O, 03$ REQ. LOT COV. �;:0 ACT. LOT COV. �I REQ. FRONT 4Q PROP. FRONT� REQ SIDE / Z' ACT. SIDE (3LLCO Lommpn REQ. REAR :R PROP. REAR �/ REQ. H GH i PROP. HE HT / PROJECT DESCRIPTION: ESTIMATED PROJECT COS ITE NG ! FAST TRACK-J6 WATER FRONT? N6 DESCRIPTION: PANEL #: I&T FLOOD ZONE: COMPLIANCE: E]C_ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES oED #): DTE: / PERMIT #: TOWN SEPTIC RECEIPT: Yrl NEW YORK STATE DEC: PRE-DEC 9/1/75 YES of SOUTHOLD TOWN TRUSTEES: YES oilW TOWN ZONING BOARD APPROVAL: YES XUD TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO rJ a coh WFU n , NOTES: <'iN,� W w.n a(�..V FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. 'J SF)- ( SF)= _SF X $ _$ +$� Ste. +$ = $ 2. ( SF)- ( SF)= _SF X $ _$ +$ +$ _$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ FINAL TOTAL: $ NEW YORK STATE CODE C/O�MPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: �J �Esa N91 ALS, HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE /PRESCRIPTN FULL FR941NG DESIGN ELEMENTS: ADERS:d'/N WALL STUDS:JPN GIRDERS: &/N CEILING JOISTSf*/N FLOOR JOISTS: i/N ROOF RAFTERS: ON LUMBER SPECIES AND GRADEi/N DESIGN LOAD CALCULATIONS& Sp6ULD INCLUDE LIVE DEAD�SNOW EISM ND WINDIINCLUDING UPLIFT AND EXPOSURE) WINDOW DOOR SCHEDULE: •�'�� SSLE TEST REQUIREMENTS�WIN EGRESS 5.7 S.F., LIGHT 8%, VENT Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION ✓NAA ING/CONSTRUCTION SCHEDULE:o/N 6� +ME NS OF EGRESS /N VPLUMBING RISER DIAGRAM�/N !/ ( CATION OF FIRE PROTECTION EQUIPMENT: Y/N `TRUSS DESIGN: Y/N CERTIFICATION: Y/N / ENERGY CALCS&N v TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\Campbell House.cck r - -' --_ TITLE: Campbell House COUNTY: Suffolk Il � � STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 04/02/03 DATE OF PLANS: March 21,2003 PROJECT INFORMATION: Alterations to Campbell House 700 Harbor Lights Drive Southold,New York 11971 „ a p AOL” COMPANY INFORMATION: y %IN SCy� Mark K. Schwartz,AIA-Architect, PLLC P.O. Box 933 q Cutchogue,New York 11935 , rt COMPLIANCE:Passes + 1a J2233 Maximum UA=205 �q OFA Tt Your Home=204 0.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1055 38.0 0.0 28 Wall 1: Wood Frame, 16"o.c. 1009 21.6 0.0 36 Window 1: Wood Frame,Double Pane 385 0.320 123 Floor L All-Wood Joist/Truss, Over Unconditioned Space 944 60.0 0.0 17 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. 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. Builder/Designer.�y('�fW4�� .G'j- Date O 6 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I � I •� I I I I I . I I A' I ' . I . I • ' I I J •," i ULTIPLE SECTION ASSEMBLY: I, 1/4'THICK BOLTS Q 2'OC N.T.S. FOR PANEL SPANS: I I I 4'OR WIDER SPAN I, 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I I •I ry II II 2x4 STRONG-BACKS @ 24'OC I Id•" J ASSEMBLY: I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZEp OR STAINLESS STEEL WOOD SCREW @ 12'O.C. 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ 1 #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12'O.C. WINDOW / DOOR SCHEDULE BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS(INSTALLED)AND HIGH-PERFORMANCE INSULATED GLAZING ALL OPENINGS TO BE USED WITH IMPACT-RESISTANT GLAZING OR WITH DEBRI PROTECTION ALTERNATIVE (GLAZING PROTECTION TO BE DECIDED BY OWNER. DESIGN-PRESSURE KIT REQUIRED REGARDLESS OF DEBRI PROTECTION) SYM ZONE MANUFACTURE CAT.NO. DESCRIPTION UNR AREA ROUGH CLEAR OPENING GLAZING U-VALUE MRH MIN.DP UNIT DP NOTES S.F. OPENING S.F.(EGRESS) S.F. REQUIRED r>oeaseN Tr1285l b-2, ,-A .b 15-0 2'-10 0 1 .05 34 5 2 .-1 bor.1t Iboerz- 0,?ro _o !6;.3 I 4 .Isfo 20 r z -24. O DEBRI PROTECTION ALTERNATIVE AS PER SECTION 1609.1 N.Y.S. RES.CONST.CODE FA NPR G(INCHES) FASTNER PANEL SPAN 2 FEET< PANEL FEET<PANEL6 FEET<PANEL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR 2-1/r#6 OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS WOOD SCREWS 16 16 12 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT 2-1/2#8 HARDWARE PROVIDED. WOOD SCREWS 16 16 16 12 765-1802 BUILDING DEPT. I ECTION [ UNDAT IST [ ] ROUGH PLBG. [ ] FOU ATION 2ND [ ] INSULATION [ . RAMING [ ] FINAL [ ] FIREPI. A HIMNEY EMA S: d ` Ole �- DATE 4 INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL A CHIMNEY REMARK DATE v 3--INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: c� 'Xr2Ae J DATE INSPECTOR Fff,LD INSPECTION REPORT DATE CO is A% 6" r1 FOUNDATION(1ST) "f s � -------------- --- p-, C N Cil FOUNDATION(2ND) z 0 ROUGH FRAMING& � a PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 77/77 ® T FINAL ADDITIONAL COMMENTS 1269O m kk � X o O l C7 E+1 b TOWN OF SOUT HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'' TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans— TEL: lan TEL: (631) 765-1802 Planning Bo d approval FAX: (631) 765-9502 ��// Survey www. northfork.net/Southold/ PERMIT NO. ��.� �o`f Check(- Septic Form N.Y.S.D.E.C. Trustees Examined___��/� /`��_,20� Contact: Approved_ _WL�__,204 Mail to: Disapproved a/c�T�� Phone: Expiration 20a Building Inspector 4x(14 APPLICATION FOR BUILDING PERMIT I Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 regulatio , and to admit authorized inspectors on premises and in building for necessary inspections. 134 -I �� (Signature oiYpplicant o name,if a corporation) A0�- (Maiing address o applicant) State whether applicant is owner, lessee, gent, architect engineer, general contractor, electrician, plumber or builder Name of owner of premisesb)Aa fj� Uci �_fJ G(/�6•G� - on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7 5' 14AP-602 L64 fh7 ��� SOli7�fLCi�' House Number Street Hamlet County Tax Map No. 1000 Section -71 Block © Z Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S//U(t Gr 1-41tra b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration__ Repair Removal Demolition Other Work (Description) 4. Estimated Cost OOQ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth HeightSEC Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /e `f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO Will excess fill be removed�� frf�o remises? YES NO Tao K wjf(_/crf U Itpic 14. Names of Owner of premises Cf1I,PBFZ Lt_Address -5-0 -rH C-✓� -7 Phone No. /(r ' ',f/e Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNT,YOF� ) ,C -7-- being duly swom, deposes and says that(s)he is the applicant (Name of individual signing c mract) above named, (S)He is the (Contractor, ent orporate 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 efore me this O?V—doy of G-t,,,k 20 d 3 W Notary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01B06020932 Qualified in Suffolk County Term Expires Mach 8, 2042 SURVEY OF LOT I ct "MAP OF HARBOR L I OHT5 ESTATES, N SECTION ONE" w E FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE .a5 MSP No. 4362 SITUATE: SOUTHOLD s TOWN. SOUTHOLD SUFFOLK GOUNTl', NY 1 SURVEYED 05-50-02 SUFFOLK COUNTY TAX # 1000-"71-2-14 CER77FJED TO: MATTHEW C.CAMPBELL JACQUELINE M.CAMPBELL COMMONWEALTH LAND TITLE INSURANCE COMPANY ZI,I VHF o �oF F i 1 N0 cj Opti moo � O CR. w I ` � � �,�F� " •/�� � SII h " o z �h 3 Rw aw Co p0 ho w O" , /Or .10�', 0 V pF NE�y t<C•� G. EH y0 NOTES: * ' it d n ■ MONUMENT FOUND PIPE FOUND ~SFO �0 SJP :z..' All I It cl,11 _ =r AREA = 20,000 5F OR 0.46 ACRE JOHNSTREET C ELLERS LAND SURVEYOREAST MAIN - ,50202 GRAPHIC, 5GALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\02-201a.pro 13 — 112 uiM l -r >�60 _ k Jam✓`�.L� t± _. �---'-" - � 1 / go Rc N sc rr N S �yT J2233q A.r MAL -ice Sclvtrzr� - Ars+- = - - 03Rd-pLLL- O�JS�� $�kX1T�GTr PLLG a3 -_� 1 - c3 X00 . o$_l�ilr_H'T;S DIZIV.E L►?# - NE1AL `1'O fz ►�- f -FO 3OX D33 doS =-134 44a 5 - Z i � ; $� oc � N 7-7 Ip � .. �KZo� t • Q� F— I i i - — " CCA LA r � I _Usr2. F�LLEb i � N4 �y � -M f a"Of. r jecoq) Il' w-_ - W SUA Cy�r Y 133Q ► �c1�nJA TZ, IVA CAMP6LIrl. 1�1bVS _- --�� pLL_c i2 -Ll-(S-ftps' Oeiv P—= Ole IL o - Z -0.3 TYPICAL DECK WIND UPLIFT REQS - HEADER GIRDER CONNEC'/SE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFi�ETAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN be. INSTALLATION BY MANUFACTURE. 6' 14o8'bUCT UPLIFT GALV. MINIMUM e' Is�6 OBER DESCRIPTION Ibs. FASTNER REQUIRED 20 lo' 2341 4x4 POST: (12) 16d COM. NAIL 12' 2611 3S44 POST CAP 1815 BEAM: (12) 16d COM. NAIL 6' 1659 4x4 POST: (8) 16d COM. NAIL 2s e' 24i9'SE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 12' 3�66:C44 4x4 COLUMN CAP 3265 BEAM/GIRDER: (2) 518"BOLTS POST/COLUMN: (2)518" DIA. BOLTS r6 2310 36' e' 3061 4x4 FOOTING/PIER: 5/8"x7"ANCHOR BOLT 12' 3651AU44 POST ANCHOR 2240 POST/GIRDER: (12) 16d COMMON NAILS 12' 4621 4x4 WET POST ANCHOR BE44 COLUMN BASE 3585 POSTIGIRDER: (2) 1/2' DIA. BOLTS 44 WET POST ANCHOR UPLIFT CONNECTIOX844 COLUMN BASE 5650 POST/GIRDER: (2)5/8"DIA. BOLTS ,o JOISTS-TO-GIRDERDECK I SPAN GON CAPACIITY MIN BS66 6x6 1815 POST: (12) 16d COM. NAIL POST CAP BEAM: (12) 16d COM. NAIL 0 12' 42'1 ]be. 6x6 POST: (8) 16d COM. NAIL e Ib' 526 Ibe. BSE66 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 0 20' 626 Ibe. (CC66 6x6 5225 BEAM/GIRDER: (2)5/8"BOLTS — = — = — = o - _ - 24' 126 Ibe. COLUMN CAP POST/COLUMN: (4)Sl8"DIA. BOLTS o „III=III=III-III=III=III=III=III,,=111-111=III III-III-III,,, 26' 626 Ibe TYPICAL DECK 32' 92 f Ibe. 6x6 FOOTING/PIER:518'x7"ANCHOR BOLT PAU66 POST ANCHOR 2350 POST/GIRDER: (12) 16d COMMON NAILS N.T.S. 36' �1O Ibe. 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3i70 POST/GIRDER: (2) 1/2"DIA. BOLTS 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER: (2)518"DIA. BOLTS TY-DOWN JOIST: (6)8d COMMON NAILS o RT10 ANCHOR 585 HEADER/GIRDER: (6)8d COMMON NAILS ALT. TY-DOWN JOIST: (9) 10x1-1/2 NAILS RT20 ANCHOR 1105 HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION N(FOOTING OR PIER WITH POST ANCHOR 1). ALL POSTS TC r 6a£b wgos " 2). HEADER& GIFS TO BE ATTACHED TO EACH POST WITH POST CAP 3). EACH JOIST TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS f0 A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. 114 ; C Y f �qr o JI2334 t � oi• ta+s'a� r�1 Cp NAILING SCHEDULE PLAN CONTENTS: WIND FRAMING NOTES GENERAL NOTES OCCBPAI CLASSIFICATION R3 ESIDENTIAL 1) RIDGE-TO-RAFTERgaugasASSEMBLV ROOF FRAMING' BWLDING USE TIVI r ea gaugesoned haldri m aachee teedustrop h e number,4 In acomm nee its req 34 JOINT DESCRIPTION NA{L NAIL NOTES o e When a collar ns,is used In leu of a ridge strap,the numberuf tail common nails required QTY SPACING BUILDING HEIGHT CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap RAFTER TO B'WALL.&Bd COMMON EACH TOTAL Sp, FT. OF CONSTRUCTION TOP PLATE IUWALL 4-8d COMMON RAFTER TOE-NAIL in The dframi g within this setre construction documents is related to basic design 2) RAFTERing WALL ASSEMBLY PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND intentandframingtedgo They are Intended as iconstruction munpandoorbnotasubstitutet hawyor Lateral framingand 3ZWhe connections for rafter,ceilingintruss totop plate shall rsn CEILING JOIST 8-WALL 4-R COMMON EACH TOE-NAIL DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good budding practice and cpm responsible for pr current New Vork accord ance to table3ZWhen s rafter to fillies do not fell in Imo with studs below,rafters TO TOP PLATE f 0'WALL 4-Rd COMMON JOIST State budding codes The General Contractor is professionally finished, s standard tor he to the shall be attached to the wall top plate and the wall tap plate shall be attached to CEILING PARALLELJOIST RAF TO AS PER TABLE 3] EACH FACE FRAMING CEMENTS AS Pc'F2 FLOOR PLANS C9088 SECTION AND GENERAL NOTES ound a dddetarlsrpdpmceduraeto dprodureapmfessionallyfnished,slmc(urally (holo a ewall stud wim uplift connectionsRoofs mmakmen Uhtaleng the rake 33 side ofthe building ILINGJOISTLAR VJER TABLE LAP NAIL EXT. BALCONIES 40 sound and a weatherproof complcYed product shall be connecfedwOh Uplift wnnectons m accordance will table 3 3c CEILING JOIST LAPS AS PER TABLE 3] EACH FACE DECKS OVER PARTITION WFCM-SBC LAP NAIL 40 ATTICS w/o STORAGE 2) The General decal, curne respcounty and local enducodes, ordinng ances all a d re mntWs,et 3) WALLS above LL studs below IO COLLAR TIE AS PER TABLE 34 EACH FACE meets current federal,slate,county and Ioc6I codes,ordinances and rounding n etc Wallstudsabove and studs When a floor level shall be attached will uplift conn ectmns in ATTICS w/ STORAGE 20 These codes are to be considered as rtDF rhes edFlca(IDns for ills building d accordance with fable 336 When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-S8C ENO NAIL DESIGN LOAD CALCULATIONS pa p g an ROOF (GROUND SNOW LOADS 45 Should he adhered 1Deven if in variance with the plan accordance eaUached le a common member In the noorassembly with uplift connecmrs In BLOCKING END IDE !LIVE LOADS PSFJ accordance will table 33 TO RAFTER 2-Bd COMMON ENO NAIL ROOMS (OTHER THAN SLEEPING) 40 3) Dimensions shall take precedent over scaled drawings a RIM BOARD EACH END ROOMS (SLEEPING) 30 (DO NOT SCALE DRAWINGS). 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON END NAIL STAIRS 40 First wall surds shall he.aftected to the fountlameu,mll plata,or bottom Into with upliftGAlf—sr"LS )ANY DIRECTION) 4) The designer has not been engaged for cons[mvis cton superon and assumes no connectors Stsid.lrapsshallhaveamrmmm mchesm uembedentof]incarbonate WALL-FRAMING: 200 responsibility for consumption coordinating with these plans,nor responsibility for foundation and slab-Dn-grade,15 Inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance will table 3 36 When steel slaps are lapped under the JOINT DESCRIPTION NOTES precautions and programs In connection with the work There are no warranties for a before plate,31nch square washes shall be used with the anchor bolls.Anchor holt QTY SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or Implied in die use of these plans spacing is to be spaced and sized in accordance to table 32a In addition to spacing, TOP PLATE TO PER FACE NAIL PROOF - FOUNDATIONS DETAIL PAGE i GENERAL NOTE PAGE 2-16a COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 51 Refer to the Window and Door schedule for exterior openings comers TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON EA SIDE NAIL EGRESS SEE FLOOR CANS AND WINDOW SCHEDULE 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-iGd COMMON O.C. NAIL attached with Bit common nails at 6"o c.at the panel edges and Y2"D c In the field,and 7).The General Contractor is to consult with the owner for all built-in Items 112 inch gypsum wallboard an the Interior attached with 5d cooler nails at T'Dc at panel HEADER TO ifid COMMON 16"O.c FACE such as bookcases,shelving,pantry,closets,trims,etc edges and 10"o c.in the Feld shall be in accordance with the length requirements speeded HEADER ALONG EDGES NAIL in table 375a-b TOP OR BOTTOM 2'-i6d COMMON PER 2x4 STUD END 8) Wind load requirements shall betaken into account during construction PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL o fi) I TPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO FOUNDATION NOTED; Type 11 extenorshearwelis shall meet the requirements oi table315abtanesfheappmptlaue FLDORJOI ST,BAND JOIST, 2-find COMMON PER FACE NAIL pWM01NG RISER DIAD-RAM 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors m table 3.16 END JOIST OR BLOCKING FOOT SEE NOTE.1,2 tlatermine intended heights offin¢hetl noor(s)abovetypical grade. 7)-INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: Allowable s reseed lengths provided in table 3 14 shall be permitted to be increased when Z) All footings to rest on undislurbetl(virgin)sad mtedorsihearwall...used Sheathing and connections shall ban accordance with JOINT DESCRIPTION NAIL NAIL OTY SPACING NOTES 3) Provide expansion joint material between concrete slabs and abutting 44.2 and 2. ma n8 2.4 respectively JOIST TO PER TOE concrete or masonry walls occunng m exterior or unhealed Interior areas 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER 4-Bit COMMON JOIST NAIL 4) Any new Concrete walls beim attached to existing rete structure shall Header andmr girder connections shall be attached with uplift Connections In accordance BRIDGING EACH TOE g a g cont with table 3 5.Window sill plates shalt be have steel connectors In accordance with(able TO JOIST 2-8d COMMON END NAIL he installed with 44 re-bar,18"long at 12"arae_Use approved epoxy for Inslalladrn 3,5FIRE PROTECTION BLOCKING EACH TOE !SMOKE x CO2 DETECTORS) SEE FLOOR PLANS 5) redcolors on otherwise noted,all slave an gratle to bee me p s Concrete to is TO JDI ST 2-Bd COMMON END NAIL 9).CATHEDRAL CEILING ASSEMBLY TRUSS DESIGN N/A - poured on 4 inch thick sand or gravel fill with 6x6 wire mesh remforung.Imedor slabs Where a ridge is In be used as a structural beam,He rafters shall either be notched and BLOCKING TO EACH TOE STANDARD STICK FRAME CONSTRUCTION to be minimum 3-i12 inch thick. anchored on top ofthe beam or slaps connectors shall be attached to each rafter-lo-ndge SILL OR TOP PLATE 3-i6d COMMON BLOCK NAIL ENERGY CALCULATIONS FE SCHECK 3.5 RELEASE I 6).Crawl spaces to be Frovltletl with a mrmmum 18"x24"access opemng.Install one along the open ceding part of me building Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE attached withihe above requirements 3-,6tl QDMMDN CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 8x16 cast iron foubtlaaon vent for every 15D sq ft of area. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: GIST BEAM ER 3-Bit COMMON PER TOE 7) S Residential exterior offoundationtrod with bituminous coating as per section R406 of TO BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELO N Y 5,Residential CDnstmcton Code A 6-mil polyethylene film shall be applied over 1) Unless Dthenulse noted,all framing mafenal to be fti AGO pressure treated lumber BAND JOIST PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT FLOOD the below grade podmn of exterior walls poor to backfilling All fasteners,hangers and anchors to be gelvtnized or slaml ass steel TO JOIST 3-li dCOMMON JOIST NAIL HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 8).Drainage as persection R405 of N Y S.Residential Construction Code 2) Girders for deck joists to be(2)2x10,bolted to each postwnh washers and nuts BAND JOIST TO 2-ifid COMMON PER TOE NAIL MODERATE SLIGHT TO Girders on wherein piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE.1 45 CBG. 120 B SEVERE 4 FT. TD HEAVY MODERATE 11 NE FRAMING NOTES InlDconcretewithaminimum1/2"din x7"long anchor bolt with washers and nuts ROOF SHEATHING: 1) All framing techniques and methods aspresantivedesign of19g5SBC High Wind 3) Posts supporting girders shall be anchored toal2"02N12'thick concrete feeling JOINT DESCRIPTION NAIL SPNA NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADM El ilon Wood Framing Construction Manual Use a mrmmum 112"ilia x 7"tong anchor boll with washers and nuts Focreas Shall2) Unless otherwise noted,all framing antl structural wood material(o he W2+BTR be 4 it below grade STRUCTURAL PANEL 6tl AE 3 B SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE WFCM-$BC AT PANEL EDGES SUPPORTS IN THE PANEL FIELDDouglas Fr. 4).Deck joists to have blocking at 8.0oc CEILING SHEATHING. 4'PERIMETER EDGE ZONE Bd COMMON@6"OC ed COMMON@6"O.C. IS3).Floors,walls,callings and rollers to be spaced at ifi orches o c unless noted 5)-A minimum of 10inch lashing shall be installed belvveen the budding and ledger NAIL NAIL INTERIOR ZONE fid COMMON 6"O C Bd COMMON @ 12"D C H FIELDS)otherwise Ledger to be fastened to building with 112"dins, bolts with washers and nuts JOINT DESCRIPTION OTV SPACING OS C° EL FIELDBTR Doug Fir. where beetled GYPSUM ]" O.0 EDGE GABLE ENDWALL RAKE AND RAKE TRUBG ed COMMON @ 4"O C 6tl COMMON @ 4"0 C1,3 Bearing wall headers to have lack studs and full length studs on each side all 6) Concrete piers shall be a mrmmum G"above goods, NOTES oldCOOLIER5f0"OC FIELD NOTES openings LVL ers headto have.t3)jack studs andd((2)full length studs on each sitlis e of M� openings Basting wall wIndoweweshall old.have(2)wind.all plates far 2.4wen WALL SHEATHING: openings between 411 and 6'o and Zxs wall openings between SY 1 and B'9 Provide fire to All to he supported will hangers and anchors Each Joins[shall also be anchored THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY and blocking whoma applicable to guder(s) JOINT DESCRIPTION NAIL NAIL NOTES PP QTY SPACING the 4 f roof sheathing wine in 4 cardfeet of prod hers required shall a used Inclutlmg 4 feet on each side of the roof peak, r 5)-AII Flush beams/h.sders to bemstalied witlh heavy duty gplanced hangers and 8) Covered Roofs shall be assembled and anchored lhesamemannerasatypical building. STRUCTURAL AL Bid COMMON AS PER TABLE 39 the 4foot penmereredgezone attachments required shall ba used anchors where applicable to all connecting joists PLUMBING PANELS WFCM-SBC PLUMBi I V G NOTES 7116"OSB Y O C EDGE 2).Tabulated 12 Inch ac had spacing assumes sheathing attached to rafter/trues framing members with G>E49 6tl COMN10N For framing members with<D 42<G<0.49,0he nail spacing shall be reduced to 6 inches e c 6) Double up Floor molds under walls[hal run parallel to the noorjoisl and under bathtubs. 1) All water supply,dra'mage and venting to be installed as per N.Y 5 Residential PLYWOOD 6"O C FIELD Floors to have ceramic Ile Installed shall be verified for proper load capacity unless noted Construction Code GYPSUM 7" O C EDGE 3 Tabulated 4 inch D c nails acro assumes ch nothingto rafter I Wes framing � WALLBOARD�� 10.0 C.FIELD framing members with 042<G0 Sd COOLERS P49,the nail spacing shall be reduced to 3 inches o c members with G>p 49 For Dn plans r L V V R 2) Verily septic system with the Engineer for Suffolk County Health Department approval WA ]) Provide blodunglbndging In leer)Diets a[B'0 e c Use sal id blocking in boor)Diels under all bearing wells 3) If wall studs,plates or joists are cul out during Installation for any plumbing related work, 4%Lj,' NAIL NOTES provide adequate bracing and plates to protect and secure the structure.Vedfy witlh the SPACING 8) Provide insulation baffles at save vents between rafters Install draft blocking as stale code and manufacture's recommendat on for maximum hole sae and sped no permitted WALL SHEATHING REQUIREMENTS FOR WIND LOADS: beetled 6" 0-D EDGEo0 4'EDGE ZONEt.d MMON E 5G NAIL SPACING AT INTERMEDIATE NOTESHVAregmremenifcalsubcontraclonsraceSbYSTEM gN0PPE`Ole codes and safety " rNTE ATI-IiNG LOCAT@ ES SUPPORTS IN THE PANEL FIELD SEE NOTES.1,3(BOTH FIELDS) 12"OGFIELD AILSL CIN 9).Unless otherwise noted,all roofs and walls to have a minimum 1l2"thick,4-ply Fir CDX exterior sheathing grade plywood.Plywood to cover over plates and headers O C Bit COMMON @ 12"O C NOTE 2 FOR PANEL FIELD 10) Unless oNerwise noted use 3/4"(hick T&S PTS Fir or Advanlech plywood sooner THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to near joists Finished floor to be Installed 2)-HVAC subcontractor is to fully Coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. RIOR ZONEMMON @ fi"0 C o Ed COMMON @ 12"0 C SEE NOTE'3 over subfloor as permaaufacture's msfmctiens equipment supplier NOTE) 1) Nailing requirements are based on wall sheathing 11).All bathroom walls to have 112"thick moisture-hols(anl cheeVoc6 Garage walls and 3) HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"Dimencher at the panel edge If wall sheathing ceilings and over rumors,to have 518"[luck type-x shetack All other parts of building Conirsctoraad owner far foal re view and approvan Is nailed 3"on-center at the panel edge to obtain higher THES E NOTES ARE ON LV TO BE REFERRED TO IF MENTION ED IN SCHEDULE N OTES ON LV -\ to have regular 1/2-shearock All walls to be taped and finishedo shear capacities,malting requirements for structural ELECTRICAL NOTES; members shall be doubled,or clinical[a connectors, 1) Far well sheathing within 4 feet of the corners,[lie 4 foot edge zone attachment requirements shall 12).All roof with a pitch lees than 4 12 shall be installed with an Ire Water bonier or 1).All electrical lo he Installed as per N.Y.S Residential Construction Code such as shear plates,shall be used to maintain load path be used approved equal.Flat ns aver 2) All electrical work shall be approved by a qualified Underwriter be applied with a Fiberglas base sheet with an EPOM torch down type mafenal o 2) When wail sheathing Is continuous over connected 2) Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with members,ihe tabulated number of nails shall be permitted G>0 49 For framing members with 0.42<Gq the nail spacings shall he returned to 6 orches o c 13) Ali off plates and wood in contact with concrete to be pressure treated Sill plates to 3).Install Srnoke detectors and Carbon Monoxide detectors throughout as per section be reduced fol -iBid nail per foot n R317 3) For exterior panel siding,govinized box nails shall be pemn0ed to be f be mstalletl wdh.foam sill gaskel and cvp-r lex came shield or shor approved equal of N Y.S.Residential Confirmation Code e Uor common wads `` ..d CONSTRUCTION DETAILS 4 -WIND LOAD FATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS L57A24 APPLY TO EAC4 4 PAIR OF RAFTERS RAFTER-TO-WALL -RT20 APPLY TO EACH RAFTER \ NOTCHED RAFTER ; 4� RAFTER-TO-PLATE R7I5 APPLY TO EACH RAFTER RAFTER �� \ (USE WITH 5PTH4 CONNECTOR) RIDGE PLAT£-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD � RIDGE 2ND. FLOOR WALL-TO-1ST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD / CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END IST, FLOOR-UNDER-SILL PLATE MSTA36 OR R516-R WRAP UNDER DOUBLE SILL PLATE TYPICAL G -RIDE TO -RAfTfR STRAPPINfs TYPICAL -RIDGE ]BEAM TO RAFTER STRAPPING (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHBR STUDS RAFTERFOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA ANCHOR BOLT CONNECT CORNER STUD SUPPORTING MAXIMUMSPACING S ILL PLATE TO FOUNDATION HOLDDOWN INSTALLATION TO TRANSFER SHEAR ERAWL SPACE OR FOOUNDATION 1STORY 72"OC TOP PLATE / FASTEN WITH (2) 16d SILLCRAWLSPACE LA ToOR FOUNDAI�ION TOP PLATE o COMMON NAILS 9 6" D,C. WALL BOTTOM AT PLE TO FOUNDATION 2 STORIES 36"OC SLAB-ON-G RADE 1-2 STORIES 57"DC WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS WALL STUD (USP LBPS58 OR BP553) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND- FLOOR WALL STUD KING STUDS--@ 2ND, FLOOR PLATE CRIPPLE STUD WOOD JOIST SUHFLOOR RIM BOARD O HEADER BLOCKING WOOD JOIST GIRDER/HEADER 1:55f_ FLOOR TOP PLATES JACK STUDS WOOD GIRDER O WOOD JOIST - 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST-FRAMING OVER WOOD GIRDER JOIST FRAMING PLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD IST, FLOOR PLATE SUBFLOOR \ SILL CASKET \ �� WALL STUD WALL STUD dRIM BOARD -0 TERMITE SHIELD BOTTOM PLATE - HOTTOM PLATE � ly\ -' BATHTUB SUB FLOOR O DEL, SILL DOUBLE SILL PLATE (TO OVERLAP JO NTS) LATES- DOUBLE JOIST - DOUBLE JOIST -' � � - FOUNDATION WALL l •A FOUNDATION WALL - - -- P - - oI o, A DOUB JOIST FOR UNDER A BATHTUB DOUBLE J015T FOR NON-BEARING-WALLS IST_ FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION N "'r' � 4 I Q. r h - - —�- Fwo �oG71 APt-2 - Fwo 6o6ugrU2 l/. _9 TEM PEC [_b TW2452 i �, Yw245z YWz85Z Tw2&sL K 2 2 FL � . J .. Ih WALL I Y 00 LzrrcH �N ,z - - -- _ 3 ere II�;, DINING � cc Uf IR I C- Gr/z1 gYCo N �� -- - N5 VII/ I2 - WALL. FgM14.`�_K OD I� 821. 6 L-I VI Qr7 � I �Lti INCa IZoonj-- - R I 21 6 - - w�tZA� CEII/N C� �, LI_VIN(a I oo M I 2�, k Lq A) w I I� E>< 1 S r / rJ C7 2 - z �io (T YP IcAL) - ' Tw2B52 0� TW 285E . i F JIr.IINCa 2c g I/���_ I• o.. QST �Lov� �C •� R VEDAsNOTED DATE. 03 S.P.#p����� Fm /Sy BY:L - NOTIFY BUILDING DEPARTMENT AT 765.1802 9 AM TO 4 PM FOR THE ;�,�,,,,• „� -- W UNDERWRITERS CERTIFICATE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIREDIN SC/X, REQUIRED FOR POURED CONCRETE J J /X, p. N 2. ROUGH - FRAMING & PLUMBING --- - 3. INSULATION 0. FINAL - CONSTRUCTION MUST �• —` BE COMPLETE FO&C:O. ' ALLECONSTFi UCTION SHALL MEET OCCUPANCY OR THE REQUIREMENTS OF THE N.Y. \ T223) aoP USE IS UNLAWFUL STATE CONSTRUCTION & ENERGYCODES. NOT RESPONSIBLE FOR WITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS OF OCCUPANCY MAI -- G _ -_K_1C SC}�VJ _ IZTZ A(� � �- ----�'_ —._H _ — AZCNIT>4 I�L.LG 0.3 -_2 '_- 03 -70o N<1f-G1 K LIG0T-S D�IVF _— j�,O. 3ox D53 =FEDI k= I�' Lp ISI x_31 - X34- 4-1b5 (n(J� low, Ca6L, u- �s- (JaYi-I'� Ca 7-oA Y ejj (vC.Q� ® 0.1 Ill 2 DYl17 CG �OhJ LI I NO(z77-1 E LE ul4-l-t 0 EBB T rRol 0 0 E�:-! l I � I dill it EF-LAWAYTI 0)FNJ U I�TA�1- s7YzoNcrsncdC w/ rye r-o aioce N �� gG CE�u NG - -2w8 rhFTE2S R-38� ,_ 'G`x�@l�"oc x i 2yBelc O hl . .. i• . .. .� � r a I K o -- }-- S I MS rJ� LIN t"l1 N 5C \a o-, S2. J1233q {O oq N6`� Mq K K SctI nJ T Z /t��1 0 3 12 - -3 CA L) - - to3-21 �j 70o Nzttar3oie LIG MTS ISR tvS _ Aliw P � �_OJC X33 � ¢- oz -o3 �° ia• - ---- Cuf�t�oG� r��y—'� 5 �_ �E��+T►o�S, rsASE,�rE� wc��1