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HomeMy WebLinkAbout49309-Z ag�EFOI Town of Southold ao� oGy� 6/27/2024 0 P.O.Box 1179 1 53095 Main Rd �oy�o � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45311 Date: 6/27/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 180 Knoll Circle,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5=17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2023 pursuant to which Building Permit No. 49309 dated 5/25/2023 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: alterations,HVAC and water damage repairs to existing single family dwelling as applied for. The certificate is issued to Chin,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49309" 12/19/2023 PLUMBERS CERTIFICATION DATED 6/21/2024 a ri Plumbin c rri e Signature o�SUFFoc,r�o TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o � 3 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49309 Date: 5/25/2023 Permission is hereby granted to: Chin, Nancy 16 Middle Dr Plandome, NY 11030 To: Construct alterations to include HVAC system and water damage repairs to an existing single family dwelling as applied for. At premises located at: 180 Knoll Circle, East Marion SCTM #473889 Sec/Block/Lot# 37.-5-17 Pursuant to application dated 4/4/2023 and approved by the Building Inspector. To expire on 11/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $992.49 CO-RESIDENTIAL $50.00 Total: $1,042.40 J0 Building Inspector OF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nancy Chin Address: 180 Knoll Circle city:East Marion st: NY zip: 11939 Building Permit#: 49309 Section: 37 Block: 5 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East County Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 53 Ceiling Fixtures 5 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 44 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 6 Transfer Switch UC Lights 2' Dryer Recpt Emergency Strobe Heat Detectors Disconnect 2 Switches SQ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge(2) Notes: Two Story Renovation Due to Water Damage Inspector Signature: Date: December 19, 2023 S.Devlin-Cert Electrical Compliance Form 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road �"n Fax(631)765-9502 P.O.Box 1179 G, Q Southold,NY 11971-0959 YO V BUILDING DEPARTMENT " .D TOWN OF SOUTHOLD jj D - � JUN 2 6 2024 ...� 1! BU1L1D1NG1.-jJEPT. TOR''-v "XSOUTROI'7"�' CERTIFICATION F Date: Building Permit No. `�09 r r \ - (Plea\ase print) Plumber: S-A�!\��C-�T .. P1"AT1�.itJL.� N L, (Please print) y (D(3 .I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbks Signature)- -y1� Sworn to before me this�. day of -_ --- - - 20� THOAMA AWARTIN ; �WiR State of Now Y0*Suffolk Lary fin►.No.W4780�.'�� . Expires November 23,�:,,,� Notary Public, G`ounry N { OFS0Uly0� * # TOWN OF S UTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: -f—LViy DATE I li INSPECTOR OF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 °l INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS(:� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS t� FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) — z 0 y ROUGH FRAMING& PLUMBING 1 y T V I us INSULATION PER N. Y. STATE ENERGY CODE FINAL v ADDITIONAL COMMENTS C Z o �'Z3 �jy� 4- C 6 -t- C I e I c- C-) Qt Y?C- 057167,Q 9z W ---- N y x r� b �o�yFac,r�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 �y�o as Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only c PERMIT No. 4 91c) 1 Building Inspector: k R APR 1) 4 2D23 ID I Applications and forms must be filled out in their entirety.Incomplete OftDINGDEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOU HOLD Owner's Authorization form(Page 2)shall be completed. Date:March 17th, 2023 OWNER(S)OF PROPERTY: Name:Nancy Chin SCTM#1000-37.-5-17 Project Address:180 Knoll Circle, East Marion, NY 11939 Phone#:(516)'627-0818 Email:eschiaefer2@mac.com Mailing Address:16 Middle Drive, Plandome, NY 11030 CONTACT PERSON: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:Wia) 251-5058 [imall.jgke0lachapellearchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:(6`I(v) 251-5058 J Email:iake@lachaDellearchitecture.com CONTRACTOR INFORMATION: Name:Charlie Thorp Mailing Address:P.O. Box 396 East Marion, NY 11939 Phone#:@31) 926-4615 Email:n/a DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 s - j .-_ ':i•i.r�lr,r.'.`rYt'iftf.....,r•-.. ,�..:.,ir.�.,. .,.. . .._,,.:� r. .. --_"_ _. _-'_ _. _..-. PROPERTY INFORMATION,:'."'': f' ,eau- ,z. Existing use�of property:Single-family'-rosidOntialIntended'lise of property:',, no change Zone or use districtin which-premises is situated:. Are'there any covenants and restrictions with respect to R_40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as.provlded by {. Chapter 236'of the Town code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a2uiiding Permit pursuant to the Building zone , Ordinance of the Town ofSouthold;Suffolk,County,New York and other,applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described:The applicant agrees4o comply.with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and.ln bull-ding(s)for necessary Inspections.`False statements made herein are { ; punishable as a Class A misdemeanor.pursuant to,Section 210:45.ofthe•New Yoik state Penal Law: t J, e LaCha elle Application Submitted.By(pri name)• p BAUthOr led Agent Owner l . ¢ Signature of Applicant: Date: .` j STATE OF NEW YORK). SS: 1 COUNTY OF Suffolk ) Juke LaChapelle I! being_ duly sworn,deposes and says that(s)he is the applicant (Name,of individual signing contract)above named, i (S)he is the Agent j (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/her knowledge and-belief;and 'that the work will be performed,in the manner set forth in the application file therewith. I Sworn before me this C"A! tday of _�� r 11 ,20 Z�J otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.04DW6306900 OUA.LIFIED IN SUFFOLK COUNTY (Where the applicant,is not the owner) COMMISSION EXPIRES JUNE 30,212k Nancy Chin- residing at 16 Middle Drive, Plandome NY 11,030 do hereby authorize Jake LaChapelle to apply on my behalf to the Tow outhoid•Building Department for approval.as described herein. 5 Owner's Si a re Date Nancy Chin Print Owner's Name . I so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 �yeoUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Nancy Chin 16 Middle Drive Plandome, New York 11030 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 180 Knoll Circle, East Marion, New York TAX MAP NUMBER: 1000-37.-5-17 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit due to non-payment of building permit and electric. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Buildina Permit has been paid for. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: July 19, 2023 Jo n J. rski Se for uildinI I spe for IT SHALL BE UNLAWFUL TO REMOVE HI N IC I or WRITTEN CONSENT OF THE ISSUING AGENCY. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =" . Town Hall;Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr i)-south'oldtownny.gov - seand(ca-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: G .Y'k Ova Electrician's Name: .Q,.t���„ 'T-72_y� License No.: Elec. email: Elec. Phone No: (y31 767 ❑I request an email copy of Certificate of Compliance Elec. Address:: JOB SITE .INFORMATION (All information Required) Name: tE/L4 S C-A k G o—&-✓A Address: /kf-A O g Cross Street: — p OV`C k Phone No.: �I Bldg.Permit C?3 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -1(20� 2-3 O..al. � rt cf- /os a-7 2- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD f o Town Hall,Annex - 54375 Main Road - PO Box 1179 ;Southold, New York 11971-0959 $ y p� Telephone (631) 765-1802 -'FAX (631) 765-9502 ��1 `a'`~ rogerr(c�southoldtownny gov — seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate.of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: , Is job ready for inspection?: ❑ YES ❑ NO [—] Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION r -PERMIT 9 r A s Switches .SU 1 Outlets GFI's Surface S Sconces Q H H's K AOK- U f UC Lts ( � Fans I Fridge HW Exhaust) y Oven WAD I Smokes DW Mini ] I Carbon Micro Generator Combo T Cooktop Transfer AC AH Hood l Service 1 Am v Amps Have Used Special: Comments APPROVED AS NOTED DATE-6 S a3 B.P.# 3� COMPLY WITH ALL CODES OF FEE$ oya. p BY o NEW YORK STATE'&TOWN CODES =' NOTIFY BUILDING DEPARTMENT'AT AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTtlOLO T 1. FOUNDATION-TWO REQUIRED °"� ' 'j�� ' "' '` FOR POURED CONCRETE SOUTHOLDTt3WPLANNiIt1GA0A#Id ;. 2. ROUGH-FRAMING,PLUMBING, it t STRAPPING, ELECTRICAL&CAULKING 3 INSULATION # 4. FINAL-'CONSTRUCTION&ELECTRICAL N.Y.S.DEC • MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING . ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING r � LaChapelle Architecture MAY 2 4 .2023 DUILDINGDEPT. ED TOWNOFSOUTHOLD May 2411,,2023 To:Tracey Dwyer Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re:Permit Application at 180 Knoll Circle,East Marion,NY 11939 Ms.Dwyer, The following is additional information you requested related to my filing at the above address. Insulation • Exierior walls within the conditioned spaces in the finished portion of the basement are to be exposed and receive R19 batt insulation.The exposed cavities will be filled in conformance with R503.1.1.2.This includes the room denoted'finished basement'on the plans,the laundry,and the basement bathroom. • Exterior walls within the first floor(minus the living room) are to be exposed and receive R19 batt insulation.The exposed cavities will be filled in conformance with R503.1.1.2.This includes, bedroom 1,bedroom 2, the kitchen,the dining room,and the first floor bathroom. • The bottom 24"of the exterior walls within the first floor living room and powder room are to be exposed and receive R19 batt insulation.The exposed cavities will be filled in conformance with R503.1.1.2. • The bottom 24"of the exterior walls of several rooms within the second floor are to be exposed and receive R19 and R30 batt insulation.The exposed cavities will be filled in conformance with R503.1.1.2.This includes the master bedroom and two walk-in closets. Note that as result of this work whole-wall R-values will voluntarily meet ECCNYS requirements under Table N1102.1.2(R402.1.2). Air Conditioning • Existing air conditioning replaced with Rheem Model No.RA1642AJ1NA: Compressor- 16.7 rated load Amps,208 Volts,single phase 1/3 HP outdoor fan motor unit—3.5 full load Amps Design Pressure:450 PSIG high,250 PSIG low 150 oz. of R410A coolant Please let me know if you need any other information. Best regards, Jake LaChapelle AIA T,{l, Bye 1251,_,.Iact_nLck,NY 11955 !64,`. 2 31 50 s ia.Lc�lachapcLcatci;ite C'1TC.CUn, , CHIN/SCHLAEFER RESIDENCE 0 KNOLL CIR L DRAWING LIST 180 KNOLL CIRCLE EAST MARION,NY 11939 '18 C E A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS,&NOTES A2.00 NOTES EAST M AR I O N, NY A3.00 BASEMENT PLAN O O A4.00 FIRST FLOOR PLAN a q o po A5.00 SECOND FLOOR PLAN TT® NORTH SCTM#-1000-37.-5-17 NOTE: DO NOT SCALE FROM DRAWINGS ® PROJECT j NORTH (16.25') TAX MAP NO.100037:547 # ISSUE/REVISION DATE .00 FILING SET 03.20.2023 SYMBOLS REGULATORY NOTES ABBREVIATIONS 1. THIS APPLICATION FOR FOR PERMIT IS FILED WITH THE TOWN A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD �--LEVEL OF SOUTHOLD BUILDING DEPARTMENT,IN CONFORMANCE ALT ALTERNATE DRAWN BY:J.LACHAPELLE WITH THE TOWN CODE CH APTER HAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL OA WINDOW THIRD FLOOR CHECKED BY.J.LACHAPELLE Y EL. +31'-3^ HT HEIGHT 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER ELEVATION ABOVE 0'-0"O YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE DOOR NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL ELEVATION NUMBER CLG CEILING MTL METAL LaChapelle Architecture PLLC 1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO'BC'SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT P.O.Box 1251 THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED Mattituck,NY 11952 CONT. CONTINUOUS (646)251-5058 jake@lachapellearchitecture.com - 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN A3 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER 5. THIS STRUCTURE.IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION , _E D AR (UNPROTECTED WOOD FRAME)UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR �S��LACHgp DISC. DISCONTINUOUS S.S. STAINLESS STEEL 44j 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL J HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, ; AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL * ,� STAIR DIRECTION LABELS ENG. ENGINEER s EQ. EQUAL V.I.F. VERIFY IN FIELD T��• 0339 00 30 Q� UP DN INSPECTIONS EXIST. EXISTINGOF NE`jI yO W/ WITH © SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE FL FLOOR WD. WOOD SMOKE AND CO DETECTORS SHALL COMPLY REQUIREMENTS OF BCNYS 1704&1705. DRAWING LIST, WITH UL 268,7th ADDITION INSULATION AND CAULKING SCOPE OF WORK A BREVIAT oNs, ENERGY CODE COMPLIANCE MATCH LINE FINAL THE GENERAL INTENT OF THE WORK IS TO REPAIR MATERIALS AND SYMBOLS, & NOTES CENTER LINE SYSTEMS DAMAGED BY A WATER LEAK IN THIS SINGLE-FAMILY HOUSE. NO CHANGE OF USE OR OCCUPANCY IS PROPOSED. SHEET NO: BREAK LINE Alm00 SHEET 1 OF 5 GENERAL NOTES GENERAL NOTES GENERAL NOTES CHIN/SCHLAEFER 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED 14, AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN 180 KNOLL CIRCLE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL BUILDING CODE(EBC)CHAPTER 6.REQUIREMENTS OF BC HIGH-EFFICIENCY LAMPS. EAST MARION,NY 11939 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT.CONTRACTOR SHALL PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE CAREFULLY OBSERVE THE REQUIREMENTS OF SECTION 806. 15. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE ® 4•Q SYSTEMATIC MANNER. BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK INSPECTOR. o ' CATEGORIES AND NOT A HIGH-RISE BUILDING. NORTH Oo "� p 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE o 16. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT ,- BUILDING CODES,ALL WORK MUST CONFORM TO FIRE 9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND DEPARTMENT REGULATIONS, UTILITY COMPANY TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 INSURANCE REQUIREMENTS. PROJECT ", NORTH REQUIREMENTS,AND BEST TRADE PRACTICES. AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD (16.25°) INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. 17. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER TAX MAP NO.100037,517 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY OCCUPANCY R-3. AND RECEIPT OF WRITTEN CONSENT: # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 10. INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTION 18. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE .Do FILING SET 03.20.2023 EQUIPMENT MUST BE ADDED IN CONFORMANCE WITH 'EXISTING DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD BUILDING CODE'SECTION 804,IF NOT ALREADY PRESENT IN THE AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA BUILDING. AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION 11. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 19. PRIOR TO COMMENCING OPERATIONS ON SITE THE EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A REQUIREMENTS FOR ALTERATIONS. CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM 'ACORD'INSURANCE FORM LISTING THE FOLLOWING PARTIES AS THOSE SHOWN.CONTRACTOR SHALL NOTIFY ARCHITECT OF 12. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL,OR ADDITIONALLY INSURED: DRAWN BY:J.LACHAPELLE DISCREPANCIES AS THEY ARISE. FLOOR CAVITIES EXPOSED DURING CONSTRUCTION OF AN NANCY CHIN CHECKED BY:J.LACHAPELLE ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE ERIC SCHLAEFER 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY ECCNYS, PROVIDED THAT THE EXPOSED CAVITIES ARE FILLED w/ LACHAPELLE ARCHITECTURE PLLC NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK INSULATION. THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE KIND UNTIL THE ABOVE IS PROVIDED. DRAWINGS. 1-3, jNOEXTERIOR-WIND �.WQQR4RE-REPLACES AS?PAR OFF LaChapelle Architecture PLLC :, -® K. 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES THIS: R Matti P.O.O.Box 1251 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. (646)251-5058 jake@lachapellearchitecture.com -CARED AR SAC y gpcy z lam, n 7 s� ® IN111 NOTES SHEET NO: A2mOO SHEET 2 OF 5 CHIN/SCHLAEFER RESIDENCE 180 KNOLL CIRCLE EAST MARION,NY 11939 58''07" NORTH 4 REPLACE WATER-DAMAGED o❑ �� o �- ' ' 1" " INTERIOR DOORS AS NECESSARY- Ld 8-0 13-74 15-0 21-5 q J; 4 NO DOORS AT INSULATED PERIMETER OF FINISHED PROJECTNOTH BASEMENT WILL BE REPLACED (16R25') ' -Go 8 REPLACE WATER-DAMAGED AIR TAX MAP N0.100037.517 I CRAWL SPACE "' CONDITIONING SYSTEM ap # ISSUE/REVISION DATE - N .00 FILING SET 03.20.2023 UP EXIST.TRANSFER SWITCH .=N A/C FOR GENERATOR EXIST.200A ELECTRIC 'd ILAUNDRYI SERVICEX1 o _ BATHROOM 0 EXIST.FURNACE B. 1I� DRAWN BY:1.LACHAPELLE EXIST.HOT WATER HEATER I' _ CHECKED BY:J.LACHAPELLE o _ _ -- 4 NOTE:DRAWING MAYBE PRINTED AT REDUCED SCALE O CO O UNFINISHED BASEMENT REPLACE WATER-DAMAGED GWB LaChapelle Architecture PLLC AND TRIM AT WALLS AND CEILING P.O.Box 1251 OF FINISHED BASEMENT,LAUNDRY, Mattituck,NY 11952 AND BATHROOM (646)251-5058 jake@lachapellearchitecture.com FINISHED BASEMENT REPLACE WATER-DAMAGED �=p INSULATION AT WALLS AND CEILING OF FINISHED BASEMENT, LAUNDRY, �pF p �R AND BATHROOM �,��\-AC ao 9 INSTALL FIRE-STOPPING AT ALL EXPOSED CONSTRUCTION u v � REPLACE WATER-DAMAGED LIGHT FIXTURES AND ELECTRIC DEVICES -70 8'-0" 21'-11" 4'-114" 23'-1" 57'-114' TRUE NORTH (16.25°) BASEMENT PLAN SHEET NO: PROJECT BASEMENT PLAN NORTH A3mOOO SCALE: 1/8" = T-0" SHEET 3 OF 5 CHIN/SCHLAEFER RESIDENCE 180 KNOLL CIRCLE EAST MARION,NY 11939 � O 49'-114" NORTH O O�9O o O ® o 13'4" 15'-0" 211-5" ® ° �o •:o e" 0 PROJECT NORTH "�p ENTRY REPLACE WATER-DAMAGED WOOD (16.25') POWDER FLOORS AT BEDROOM 1,BEDROOM 2,KITCHEN,DINING,POWDER,AND TAX MAP N0.1000 37.B 17 DN FOYER # ISSUE/REVISION DATE BEDROOM 1 BEDROOM 2 REPLACE WATER-DAMAGED DN INTERIOR DOORS AS NECESSARY .00 FILING SET 03.20.2023 DN _All REPLACE WATER-DAMAGED < i KITCHEN CABINETS - FOYER BATHROOM DRAWN BY.J.LACHAPELLE Fil A CHECKED BY:J.LACHAPELLE O I I O v DN i i , REPLACE WATER-DAMAGED GWB NOTE:DRAWING MAY BE PRIMED AT REDUCED SCALE AND TRIM AT WALLS AND CEILINGS r' LIVING ROOM KITCHEN IN BEDROOM 1, BEDROOM 2, LaChapelle Architecture PLLC NO WORK IN LIVING - BATHROOM,KITCHEN,DINING, P.O.Box 1251 ROOM i ° POWDER,AND FOYER Mattituck,NY 11952 �--------J I REPLACE WATER-DAMAGED (646)251-5058 jake@lachapellearchitecture.com INSULATION AT WALLS AND CEILING AT FIRST FLOOR RED �� INSTALL FIRE-STOPPING AT ALL CD -ACH ��.1 PATIO EXPOSED CONSTRUCTION �'4� o DN REPLACE WATER-DAMAGED LIGHT FIXTURES AND ELECTRIC DEVICES 101 101 101 IQ. L_J L AT FIRST FLOOR F L LL�t- 4'-114' 23'-1" 49'-114' TRUE NORTH (16.250) FIRST FLOOR PLAN SHEET NO: PROJECT FIRST FLOOR PLAN NORTH A4mOO SCALE: 1/8" = T-O" SHEET 4 OF 5 CHIN/SCHLAEFER RESIDENCE 180 KNOLL CIRCLE EAST MARION,NY 11939 REPLACE WATER-DAMAGED WOOD FLOORS AT MASTER BEDROOM AND 4,Q O o 00 CLOSETS ® o O na 0 i 3�� TRUE Q O O 47-94 NORTH 3�, REPLACE WATER-DAMAGED 30-64 15-9 INTERIOR DOORS AS NECESSARY ® NORTH ayy d 0.25 MASTER BATHROOM TAX MAP NO.1000315.17 # ISSUE/REVISION DATE .00 FILING SET 03.20.2023 CLOSET fflCLOSET CO DRAWN BY:J.LACHAPELLE CHECKED BY.J.LACHAPELLE N it _ - M REPLACE WATER-DAMAGED GWB NOTE:DRAWING MAY BE PRIMED AT REDUCED SCALE 9 AND TRIM AT WALLS AND CEILINGS io OPEN TO BELOW LANDING IN MASTER BEDROOM,CLOSETS, LaChapelle Architecture PLLC NO WORK IN LIVING NO WORK AT AND MASTER BATHROOM P.O.Box 1251 ROOM LANDING Mattituck,NY 11952 MASTER BED REPLACEREPLACE WATER-DAMAGED (646)251-5058 jake@lachapellearchitecture.com '4 INSULATION AT WALLS AND CEILING `D AT SECOND FLOOR INSTALL FIRE-STOPPING AT ALL SERE p SIR - EXPOSED CONSTRUCTION ��ti\-AC/-/�A�`,f� , REPLACE WATER-DAMAGED LIGHT FIXTURES AND ELECTRIC DEVICES AT SECOND FLOOR �r® 63, Q IN 23'-44' 47'-94" TRUE NORTH (16.25°) SECOND FLOOR PLAN SHEET NO: O SECOND FLOOR PLAN PROJECT NORTH A5mOO SHEET 5 OF 5 3 lk f off ` — 0 , '/sue! 7tf1�• �� ` � �x a �'!'��vaa-� r c v T"" AM SA 19 —► r�/�E.�- 'Ctcu-} ____- X '_. Y 2�--t 2048 u�K't'rrlUt�aS Qt9k><oo _ i ► i _ _ �Z/ tD � E ( lM1 1 Et y Q I JK �; �, ,,,EG wiKYt- '10 ;` '�lNtyt� h�-inE�u I yiµ v 0 + I WtMcvF 7 I I t V rr I AGa Er i y 8 j �/�y Zx$ F1,.frt• ! I u - �Y� x ohs LYL f�� t�. 3yZ it �/y X f$r nj �oXP ti k1.. �'OQ U1tL`/- it ' ' I, �g o t A. `• ;xgr�tc S t vI` Q. (T'�P_t._.AI-1 LOORftA N _ !NED 4evALX ,�,r,p I•� r OCCUPANCY OFF wr� USE IS UNLAWFUL t"Ot aF R10�i�- - -►E � h;Mr��a �Alrr VIL4 !WITHOUT CERTIFICj,T. . kcc�►=r>rLTv��c.- _ �, I.sr�, �t OF OCCUPANCY 2 �oN•CE�1Uo� G �3a ��-t•,.1r E �z � `\ -�--��- � �t�4t#�A4' wit-lrd4t,�5 S " ►�z7 0 ED AS NOTED � - ----------- OATS• x B.P.1t ! BY ____ I ' �•....__.._ 0. NOTIFY BUILDING DEPARTMENT AT .�� Z""r 6 t2 631 765.1802 8AM TO 4PM FOR THE I �� _+ rE FOLLOWING INSPECTIONS: t _6 1. FOUNDATION-TWO REOVIFRFD 1Q� 2 FOR POURED CO!,,'GRF _": Atrp !gyp �•PG4 StM s 1 _ u t�ArJE 2. ROUGH-FRAMING a Pi%_,wT'; „a - cg _ 4 8 3. INSULATION 4. FINAL-CONSTRUCTION MUST ! FAST• z) _r x tit �y� BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ol yF p - x 7' q f?° �r jX8 '� 8" REQUIREMENTS OF THE CONES OF NEW YORK STATE. NOT SG� T DESIGN OR CONSTRUCTiii IRF�OriS ' 'r r E COMPLY WITH ALL CODES OF ` NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF —�-� E� V ~�'t�I��f SO :.!D TOWN LANNING BOARD vL STEES C � C. � `� C nrn J C CE of% t Y RETr1.1�►",.!.>INTER RUNOFF srwlP:¢aft Srl2�� PURSU�it�l`TO CHAPTER 236 _ S E P 2 5 2023 ; ACA OF THE TO i%T*7 CODE. i n8 tvs✓�3 tee. ,�.Acre Pt.�l,�oe y .. ' g, 3>t3 6�lj+r<►E.,A1LEJ �i i --T tl �1��}• . (sl ^ ^•n 's'cn��.it I �-a ,r,2+-r1 `-0�Fy,�,O `. �-- 24 $ AG4 Ft..J;rr�5 t.°- (/0 Q.e. vrr._� g F• ARY �_ � o�� �J� 'f ! (n J4GIP. 1 rE 1+ 4 f� .l►I,IE �( Iy (Z 1�tU-, j't i v�`� 60214 �V R c�SS r I ' *va of y><� ��-,artit - ss r° I f• =LL _70A y - - ELECTRICAL 1" ``fT'►T�G , ' lt��"� P5 T l L� . . _ INSPECTION REQUIRED EoyupA-6 /*Vm. tit144 _ to 31 Connections y 3.2.1 Lateral framing and shear Y6,1 you pQ� 3.2.1.1 Roof Assembly follow requirements see table 3.1 `r SCE 3.2.1.2 Roof Assembly to wall assembly{table 3.4A). Use-4 -Sd common nails, or 4•_•-10d bar nails. Nailin zones for roof sheathin in 1 tarn h peak gusts wind zone 3.2.1.3 Wail Assembly(table 3.5A), Use ,2-i6d common nails or_2 -44d � • b17xn�tltft» ONE I ONE 2 ONE 3 ONE4 31.1.4 - Wall Assembly to flour Assembly. See table 3.1 IELD o.C.- 12"o.� "r,•c. "o.a 31.1.5 F wAssembly'. See table 3.1. ANEL ENDS o.c. "o,�, "o.c- 31.1.6 Floor Assembly to wall A.ssemb�ly or sill. See table 3.1• 3.2.1.7 Wall Assembly or sill plate to foundation(table 3.2A,table 3.2B). Use Inch anchor bolts @Ofnches oc.� ��'//�i��7 31.2 Upliift Connections ' 1.2.2.1 Roof Assembly to wall Assembly(table 3.4B). Use_$-8d common ntOFaOGa nails or 5 -I0d box Trails in each end of I '/.inch 2fi-inch gage strap. i - 3.2.2.2 Wall Assembly to wall Assernblyltable 3.4B). Use__ -8d common trails or_S-I Ad bar trails in each end of 1 f inch x 20�-inch gage €D s t3 Prw----rwr.w.----------r,.+a.ot strap. 3.2.2.3 Wall Assembly to foundation(table3.4B). Use_5-Sd common nails or t Rioce t _S -14d box nails in each end of 1'!r inch x 24 inch ASTMAW grade 33 ststeel strop railed into the studs in accordance with table 3AB and �. 1 4' ( i tz�COGE lapped under the p1we and nailed. Use_3-nch square washers. `. ---_W - �4 t 3:a.3 +Clverturning Resistance t 0 0 tD .....�.....-. 31.3.1 Hold downs(table 3.17F). Use Hold down connection with capacity of 392416x . TABLE 3.4 3.2.4 Sheathing and cladding attachment 1 95 sac HiG WIND EDmOK WOOD FIGURE 3a7G 3.2.4.1 Roof sheathing nailing(table 3.10). Use 8d common or.10d box nails nail FRAMs»CONSTRUCTION MANUAL ROOF SHEATHING NAILING ZONES r'nterlor zone,panel edge 6"oc, intermediate supports 12"oc;perimeter RAFTS-R SPACIN�,16'talc #20 mi�h AS ST WINDSPE D edge zone,panel edge 6'de,intermediate supports 6"oe. 3.2.4.2 Wall sheathing nailing(table 3.11). Use 8d common or 14d box nails nail Rt�OF. ROOF ;NUMBER TABU=3.7 brterior zone,panel edge 6 oc, intermediate supports 122 oc,perlb-neter PITCH SPAN(ft) OF NAILS #995 SuG HGH WIND E rno WAOD FRAM 4t"edge zone,pastel edge Poe, intermediate supporter 12"oc. 112 42 . 302.4.3 Floor sheathing,shall be nailed with a minimum`Sd common nails spaced 3 MFTE VCttONG IV O/» t6 4 RAFTER SPACING'I6°O/C at a maximum 6 inches oc on panel edges and 12 inches oc It:panel 2° 5 ROOF'PITCH ROOFS PAN field.• _ 7 12 24 20 28 36 3.2.4.4 Roof claddin&shall be attaches!per manufactures specificatic�'ns. 92 t3 3:i2 5 J3 11 i4 3.2.4.5 Wall cladding shall be attached per manufactures specificatidns. is 4 6 8 i4 S:i2 42 5:42 3 5 7 9 3.2.5 Special Connections 16 7:iz 6 5 s 20 4 IDA 3 3 4 � 3.2.5.1 Ridge straps(table3.6A). Ridge strap shall attach to opposing rafters. Use 24 5 i2:i2 3 3 3 _ 8d common nails or4-10d box nails In each end off y inch x 28 a • !I-inch strap. 7 . 3s 3.2.5.2 .tack rafters(table 3.6). s:i2 42 3 3.2.5.3 Non-load bearing wall Assembly.(table 3.4C) Use connection with upl ft #$ 3 connection load of_382 lbs F"or oul-lookers spacing of I6 inches oc. 24 4 3.2.5.4 Connection arozal`nd wall opening. Z4 5 28 32-5A.1 Header and or girder to stud connection(See table~3.7 header,table 3.S a2 e� sill). 36 7 7.12-1 92 I2 2 3.2.5.4.2 Top and bottom plate to fill height studs.(See table 3.5A Use 2 -16d 4s 3 common nails or_2 -40d box/tails to plate corns cdon. � fl 4 ;► 24 4 28 5 32 36 NAa..Ina'S R DL"Le Tables 3.0 Window•Sift Plato Connection Requirements ."_. Paat+�:hllleWi»dspeott{mph) NAtI.t ttA3.t t"Y lllAtl„SPAt;i f0 Window Sill 9t1 I00, no] 120 H FFRAMIN;3 Rex(ulred[ateratt`.apaeltyof T ?OP fE FAA W 'WALL•34 PER F ER Caetttmion at Sara End of 4 WALL 4 tit! PE _R Window Sill Plate(Jbsy+ Ir A PER 15 ii3" WAL�1.: EFt,Jt;iS 3 143 176 '213 254 4 286 352 426 504 ��,t:�,"t+� 6; i� FA - SE AB 3.7 EACH d 429 :E2$ b39 762 :>-:-_ ; CE VG IZY,t" t 6'AJt"tti"ious FA NAB t.i,:3.7 Ek0K-t.AiW a s72 7c4 sz2 i016 762 j •' 3'E SE Aa4• .4 PER 10 70 8&D 1065 1270 El KIN► TO R tc �u 2-W CH END 12 958 load 127E 1514 9 1 � ND•�� 3-itSa€ EACH 14 f00t •t232 t49i 1778 � 16 1144 1408 I704 202 WALL FRAMING .. Pia - F t3 2.t PEI•t 'Ta"atedlateral tonmeetton 41rements&hall 3 be permitted lobe muldp€led by 0.85 for tram ing P S A lAt TE IrCTtUriS FACE t3r�8..Et7t 4-46d JOIP1Ts•fE �t:ti SiOE tree located within 8 feet of buillatg eomres, i ACE -1 24 t Tabulated length requirements assume a mega AE tdAJt ED 15d tJ E S 1d0f helghtef 33 feet, Formeaa toofbelots of IS . TOP i't BUM=PLATE 5TU • _ND 1 ER VAS IUa feet or ten.the tabulated vaima shall be pamitttd 3-1t3c1 Ell 2XS S-10 to be muttipiied by OX 4-ificl PE€ui&SiU0 BOTT MP TE FLO r,X9T. •Table 3.5 Header Connection Requirements BANOXIS t•.ENO PtST.toff etocKINr3 �FACE NAKED 2�4&> `+ PEA rOar FLOOR FRAIVII JOI.S 0 61-4 WP LAIV,i5A GA2D TOE NA D 4-6d PER JOi8T: Irulest Milt Win Reed(mphl e lNt3 Tt?JO TOE NAKED 2 tad EACH END BLOCKWG IS TOM E.ED 2 W F AiGtf ENO 90 too II to 120 EJ KM S€XOR P PLA TOE D 3-46d EIiC 13L i Rsotspaa kesder3patt tf L t1 L it L u L 1 EZ}GEFt TI2fP 13 FA 11iAA8 E13 1&! EACH JOUT (R,) tR•) is N ER TO 13 1�fA6 D 3 tad FaER.k?I T Rdqulred Capacity of Cwme-ttioe ae Each End Of Atzadrr B010 l3 ,0is EV 14AkED . 3-1:3ci P1,F2JC}iS Obap�o eA i,5 i 'L.t.O O PLA TOE MUD 246d PER FOOT 2 212 143 299 lid 373 .•2I) 4b9 254 IMP SHEATHING 4 423 285 379, 332 731 426 939 304 6 633 429 868 $28 It26 b39 1408 762 STI2 12AL1'ANEt9 4`PERI_TER -CdEZONE•16;ZZ•6'A PAN 20 8 846, 572 1157 704 ISOI 832 1"ll told EDGES AND AT KmRmEDL4•m st ppof{T51'�Tm 10 1051 715 1447 180 1877 1065 2347 1770 Od PANEL FIELD 12 1269 858 1736 tt€S6 2232 1278 2917 1524 INTERIOR ZONE •i6`O AWN qN S 14 1481 tWJ ?03b 1?32 2627 t<4t 3ZEi 1778 $d1. ATIN'IERMEDIATESUPPORT'SINTHEPANELFX[b ib i69$ Ji44 2313 t40$ --0 1704 l7Sb a092 2 279 143 311 176 493 2t3 620 254 R h SHF.ATHlNf3 WTiH 4'-t1'O TIi ETEfI EDGE O E ROOF,WCL.UDINO N-Cr N EACH SID URINE f=F P 4• . 4 537 28b fib3 352 99O 426 t239 50t PERINIETM EDGE ZONE ATTAcHmerrTREQu1REMENTS SHAD,BE USED. 6 $57 429 tt44 328 14 0 426 1239 504 762 2! 8 1114 In 1526 704 1981 132 2479 101E 94 SHEATHING to 1393 713 1901 980 2476 JO63 3099 1270 12 1671 858 2289 1036 2971 1272 3718 1524 t2YPSUM WALLBO 5d GROCERS 7`!^t)G /i F LD 14 1930 1001 2670 1232 3466 1491 4333 1773 16 3229 1144 3052 1408 396J 1704 4938 2032 °WA1 LSHFATMNO I STntl f�AL PANELS ' 8d 4`E E Z0N -46`tJlC•6 AT P t.E D t 2 346 143 474 176 $15 213 710 254 4 691 296 947 352 1230 426 IS40 304 T iNTERMENATE SUPPORTS IN T tE PAtd L MLD 6 1037 429 1421 528 1946 639 2310 762 IItTER10RZ NE;-1 t)I .-$ A 8 E E s41d31 �` 36 1 1383 372 1E93 7o4 2461 i52 30SI 1016 ATWERMEDIAIE SUPPORTtS I1 -ME PANEL FIELD to 1729 713 '2369 ISO 3076 1063 3$31 1270 FiB RD A 4E i 6+3 r EWE/W FIELD' 12 2074 159 2842 1056 3t191 127E 4621 1324 8d W EDGE d W FlEl 14 2420 JO01 331b 1232 4306 149t 539t 177E • 1b 2768 1144 3790 1403 4922 1104 61bt 2032 OARD 0 4'E _ N •i8'taiC•ti A PAN'- A # U +. Camector upii R toad. A7INTERMEDiIl'1 E SUPPt M!N I"E PANEL FEW L Connector lateral load(perpendicular to tlu wan). .d INTERi0J2 ZONE-16'C//C-6'AT PANEL.EDG�l i •1•WIERMEDIATE SU,POMS 14V JE PANEL.F>EL13 Tabulated uplift togiIstgra nis uecti a gvir a em dead load e.r it ed o b a ul ipr Tabulated uptiR and lateral runneetion regmiram+ttne shall be permitted es bo multiplied by 0J0 and 0.83,tdpeCttrtly,for frraming oot legated withisi$het sf binding t"ners. it�Hf-J1T1AN E ' Tabu tme4 length regairernems assume a mete rant height of 33 feet For mas ttrof tteightt s! � A •i OR tad E 1 t3 feet or lost.the tabalaeed values shalt be Permitted is be ntaltiplled by O Sm e 0 0 L £y V • W -- -- ro LICENS` F f i r • 17 2x4 Continuous VD.FLOOR WALL S= lateral brace at S'oc. Truss or Ceiling joist tST:Rtx;RtiVACLSTiA Gable End Tres o 2ND.RogR PLATE = ; �i j "`•'• 2-101 Naffs � •, •.w�` j ICNG MD3 S'J8t3 0UR 1ST Fi.OGR PLATE RIM BOARD 0 Stt"c,Mi 00R „�,,•,,,,,,� ; r I � o L>SP}4.FTA USP!t?s'tA36 0F2 RS 16-R 10-8d Nails S7fJD kTV SCARD ;• a'`.. •- R 1ST.FLOOR TCP PLATES ` !i '��� FIEAI?ER •DOUBLE BILL PLATE•-Sd Cooler Twits at 10"o.c. US?fn 1ST FLOG' WALL STUD 0 FOtRti'O.&WN WAti 4•-�-Q 2"ic4"Block railed to each LW brace with 4-30d nailsi` A;2y Gypsum Board 'ULGlC51t1Ds 20 Gage Strap 5d Cooler Nails at r ox- 20-8d Nails , Endwatl studs C F-I1✓ iDEPJSTUt3 HEADERIJACK D Ft_OOR TO FLC>dR. _. E ST"�1tT"1 r'P 'T lsf � Coiling bracing gable endwall RIDGE &-t.L 5IMAfo P1 tjel -tom O C 2-o 6A V 4 E, G RAFTER USP LS i . 10WALL A A BLOCKIN A RAFTERJRIOGEIRAFTEF:wrrH cT BLOCKING � s RAFTER SECTION•A-A RIDGE RAF'= •� LISP irrie RAFTER ; TOP PLATE W)P BATE LISP LS7A21-•- USP R720 t1SP SPTH4 USF'l w fi79 WALL STUD WALL STUD Floor bracing endwall Al RAFTERIRIDGFJRAFI"ERwiom B RAF=T'ER/PLAAATE(STUD 8 RAFTER,PLATE_ Pt�=rTEI T[ • € tf"t Ali➢ D asplru irr sPACING— ALLOWS e --ENDWALL _I 1 rtx!HOLD . e; VM INSTALLATION Rooms Other Than SIce in 43 sf iNSTALLATIt�N � --CORNER STUD �- Si�C in � � �' CONNECTED T8 p g Roams TRANSFER WEAR Flecks Q€?psf 1 OLODOWN 2.16d COMMON Attics I Vith Storage 20psf 0 NAILS MINIMUM Q Iro c. i • EF�Y3�:� 7Ti Floor"Construction t0,7psf Wall Construction 9.6psf Roof 11.3psf FIGURE 30ST6 a I3.o.. .Load: 45psf SINGLE H4LDDOWN AT CORNERStltic _ � � s Criteria 4 + Ground Snow toad 2p 46pO ' Wind 120mph i l Seismic Design Category B Weathering ; ' Frost Line Depth aft, Termite Decay Winter Desgin Temperature 118 Ice Shield Underfayment Requirement Ffoo Hazard Window R.Mass protection shatf rreet ASTMS IM-'f.`7&ASTMS 199699 Paragraph 6 or L structural shutters with attached hardware provided. Details mee or exceed the requirements of New York State Building Code. FIGURE 305T5 . t!)DCWN INSTALLATION AT SHEARWALLS AND OPENINGS y ryr per top plats laps Continuous lower toy plate �E- 1510 Interior stud detail Figure 3.7d Top plate Intersection ,y-