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HomeMy WebLinkAbout42587-Z rr� g�FFOtkcoGy} Town of Southold 9/23/2019 0 . P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40715 Date: 9/23/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 765 Pequash Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-7-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2018 pursuant to which Building Permit No. 42587 dated 4/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to 765 Pequash Ave Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42587 02/21/2019 PLUMBERS CERTIFICATION DATED nhoriz gnature osg�FEo��,coG TOWN OF SOUTHOLD .. BUILDING DEPARTMENT TOWN CLERK'S OFFICE co oy • ©� _. SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42587 Date: 4/19/2018 Permission is hereby granted to: 765 Pequash Ave Corp C/O David Jude Jannuzzi, Esq 13235 Main Rd Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 765 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-7-25 Pursuant to application dated 4/12/2018 and approved by the Building Inspector. To expire on 10/19/2019. Fees: ACCESSORY $260.00 CO -ACCESSORY BUILDING $50.00 Total: $310.00 Bui I ector 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, 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. 4/11/2018 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 765 Peguash Ave. Cutcho9ue House No. Street Hamlet Owner or Owners of Property: 765,Pequash LLC Suffolk County Tax Map No 1000, Section 103 Block 7 Lot 25 Subdivision Filed Map. Lot: Permit No. S Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ pp ant Signature pF SO!/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road e� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �® ® �® roper.richerta-town.southold.ny.us lycOUN�Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 765 Pequash Ave Corp Address: 765 Pequash Ave City: Cutchogue St: New York Zip: 11971 Building Permit#: 42587 Section: 103 Block- 7 Lot* 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wllcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 40a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 3 Twist Lock Exit Fixtures 11 TVSS Other Equipment "Detached Garage" Notes. 1-ARC fault circuit breaker Inspector Signature: Date: February 21 2019 81-Cert Electrical Compliance Form.xls SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULA/nTIIO--N [ ] FRAMING /STRAPPING [ FINAL F [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _F3 141 s DATE Y INSPECTOR ,A 2 soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � �ovm&vli a v✓ � C i o Ceklb n DATE y INSPECTOR pF SOUryolo H O i 0 M(, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL �. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: • w �✓ .� Tr 0 DATE ?' D INSPECTOR?� i - FIELD INSPECTIOMEEPbRT I DATE COMMENTS FOUNDATION (1ST) H ------------------------------------- 'FOUNDATION (2ND) COD v � . r Q> ROUGH FRAMING& PLUMBING y INSULATION PER,N.Y-. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 6 i (-X) -�S'(41 AM � l q2h�. Lj �z b y TOWN OF SOIWTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDE�G DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y.S D.E C. Trustees C.O. Application Flood Permit Examined 20f Single& Separate Storm-Water Assessment Form Contact: Approved 20� Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration 20 o5717-MV Buil s for II ATI ON FOR BUILDING PERMIT APR 1 3 2018 VV Date January 31 st , 20 18 INSTRUCTIONS a. This aidA" 2N letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot pan to sca[CFee 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. ature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises 765 Pequash LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 765 Pequash Ave Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 103 Block 7 Lot 25 i Subdivision , Filed Map No. Lot 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential b. Intended use and occupancy Same with new accessory garage 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front 19' Rear 19' Depth 20' Height 14' Number of Stories 1 8. Dimensions of entire new construction: Front 19' Rear 19' Depth 25' Height 14' Number of Stories 1 9. Size of lot: Front 50' Rear 50' Depth 200.13' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V 765 Pequash Ave. 14. Names of Owner of premises 765 Pequash LLC Address Cutchogue NY 11935 Phone No. (631)504-8842 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 V * 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 V IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS d K Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 �h day of r i 1 2018 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Notary PuVlid NO 01 DW63069 0 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2k W a.4K 0-pprnVa_I COVY)p 1(2--k-4 ®su p w 13 P * L+2537 _ Scott A. Russell ,��° ['01kMWAT]EIK SUPERVISOR MANAG1]EM1E1N,,T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES� THIS PROJECT INVOLVE ANY OF THE 1?011,0WING:� - YeJ No (CHECK ALL THAT APPL)1 ❑© A. Clearing, grubbing, griztding or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C., Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted II on FIRM Map of any watercourse. I 0❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other)- S.C.T•M• #: 1000 Date. District ! NAME. Robert Wilson 103 7 25 2/1/2018 Section Block Lot ` * FOR BUILDING DEPARTMENT USE ONLY Contact information (631)504-8842 rr,kpe—N—br i — Reviewed By: Date: Property Address/Location of Construction work: — — — — — — — — — — — — — — — — — 765 Pequash Ave. Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cutchogue NY 11935 Stormwater Management Control Plan is Required (Forward to Engineering Department for ReN,iew.) FORM * SMCP-TOS MAY 2014 _ s��r goad 5437TowwMn �` 2 0 2019 Or 4 Telephone(631)765.1802 54375 FEB gg pp��,, - P.O.Box 1179 • r0 er.richert Owri s 7 Affi.n .us Southold,NY 11971-1959 �r -foWN OF50UT BUMNG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner Date: February1st 2018 Company Name: �, l c , lce Name: c C _ License No.: '2— 3^ A'f F=, Address: f 3 3 5'(5 Phone No.:-. JOBSITE INFORMATION: :(*Indicates required information) *Name: 765 Pequash House *Address: 765 Pequash Ave. *Cross Street: 1 st street *Phone No.: (631)504-8842 Permit No.: Tax-Map District: 1000 • Section: 103 Block: 7 Lot: 25 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Construct new accessory garage. (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES 1 NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION , ' B241equest for Inspection Farm �e, Town Hall Annex Telephone(631-1802 54375 Main Road _-C Fax(631)734-9502 P_ O. Box 1179 0 coo Z . Southold, NY 11971-0959 - gid► BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: Feb. 2nd 2018 Owner: 765 Pequash LLC Location of Property_ 765 Pequash Ave. Cutahogue NY 11935 Please take notice that the (check applicable line): ✓ New residential,structure • ' Addition to existing residehtiat structure " Rehabilitation to an existing residential structure to,be constructed•or performed at the subject proper tWgFQ.nce above wilt Utilize t (check applicable line): 't ' Truss type construction (IT) Pre-engineered wood construction(RW R ✓ Timber construction(TC). ' in the following iocation(s)(check applicable line): Floor framing. ncduding girders and beams (F) Roof framing (R) ✓ Floor and roof framing (FR) oe Signature: " Name.(person submitting this form): ' Robert Wilson Capacity(check applicable line): Owner ✓ Owner representative i TrussResReol5.docx Effective 1/1%2015 S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 7 LOT(S):25 LAND N/F OF JOHN REVENTLOW SAA5®i292®9E 5®0®®9 ,.`.� ..........p.--..,�......_..,. _M.._._.... __._.. .M. ._,.,.,... .. M.e._...- �•Ye,w.'�..t's7 af:. :'; a;• »L�'I': f. <11 FJtfF';.. i.Z.:„ ..?':,��•C:�7,�;:'�:'P f-- Ta A MON, tai MON. � I .0'' '•20.0'' a • ROP. I 13.6'W13 GARAGE' N 0.3•N •_.wG _ ' ' Ij_ _�. �< .� 4,, 14.4'UV i'�''d �wr'•'Jif.W `./%'". ,.'._. �,..�,..,..,...,'.a. .....M,. ,..R.•..�. e,... _..:...�:._.-...,.e.:',r:..,.:.. .,.,.,sem...:......,.... EXISTIN, ((,, dd�� 71 6' STOC E FENCE"*UR t9af➢R7,"m'l,�i Ld(~ ,a 7'�in yr 'a 1a$u3 EL 32.1 TO BE R EL 31.8 MO?/ r 8Q,iran, 'ninc 's°E,4,mF, Fpzom D.'.rE. OF'APPROVAL o ® � ILI q®q* / a p p�,..at Ct.',w.7 e� w�awsr.w+eea ,{r.,.k S 1.•y^-9 t 1..eg y Submit �{ a'Y:et«....:.+•I.ell &Y•r�gg��•,4T'�i'✓'!' -e EW�.r`.� c'.l'.,Lsi StroWmit 5 (aEXISS��TINGG co�511p"c"3u6 i'iym3 �'Yt"I�.9�Spd ` r *} e�.¢, �y'.�r�.¢cof. WL I � OEXISITNG1 STY FRhI_ Suffolk CR.:.I.I i'f ':4"d$. �°�f `," ? i:s; Se vices. & MOBILErR ., 9 e; �SANITARY HOME CeII c"52-%{Cs`a, 8 �'`p"oua:':1�s fyngpr-tiC".:once TO BE ABANDONED #765 T10 cl% i.d is h s 4..ctiof (s . + AND BACKFILLED (TO BED OLISHED) 3 o DRYI WITH CLEAN COURSE SAND Wqj �\ + i ! Q O EL 30.8 0 „o CEIVED +- 9.59N PREP Sol, � w o CPQR ED F9 2017 Iy f I i 0:C H A M HEAQ SP �° US + 10.0, O O + o: w ,•. L` + U.P. U_ TYPICAL CLEAN OUT :I.13.3 PROPOSED z SLATE OR 0 + F P STY ERM. 0 STOPPER END f : 'r. : '. :. ';. I SUITABLE COVER OR PLUG g o f :.•.• ,..�•.•.• ;..,•.••..•.:..•,••• f DWELLING g + ,. + .: :'• '•V+ 3 BEDROOM cn:, •r ' FFL(33.0) ® + +. '•. + :t-'�-= ► 30' ELBOW .':' ' 617 :- :. f DWELLINGS DWELLINGS �D i.: :'::':'• f e W/PUBLIC WATER FLOW — E 51C WATER o EL 30.E o'ti 1.7':' i 0 150'--c-15.0 ::'13.3 . + CLEAN UT - PROPOSED �► f UNDERGROUND UTILITIES (RECOMMEND 5' SEPERATION 5.9'N �? FROM WATER SERVICE) PROPOSED PROPOSED ELEV. 29.7 E+ 3-4 BEDROOM SANITARY v1 COVERED 1000 GAL S.T. -1 I PORCHDR BROWN o (1)8'D1AR12'D€EP L.P. 8jp��� f j OLSANDY LOAM 1.2 e 1'1 I EXISTING OVERHEAD WIRES +-_ ii >< 0 f TO BE REMOVED BROWN 1.5' EXISTING GRAVEL n u 'QP�� M 0.1'S SM oAMY SAND DRIVEWAY TO ii r-II I ,• '" BE REMOVED i iii (ABANDONED) f ti PROPOSED` PAIS rX4 It P f WELL I ` WATER LIN�� BROWN 215' I II�' ° SP �EDID EL 29. fl oN. EL 29.1 MON. 1�7 4� i` ®'09 5® ® s GRAVEL 14.3 EXIST. \\�\ W.M. - U.P. EDGE OF PAVEMENT CL 29.8 CL 29.2 FLEET NECK -(50') R0AD NO bWATER _.. . . � . . _ _ . . � . . _ . . l_ . . - �� _ _ _ OCT.ocr, �o, 20» (P EQ UAS H AVENUE) EXISTING WATER MAIN— K. wovcwuK Ls THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL DWELLINGS LOCATIONS SHOMV ARE FROM F7ELD OBSERVATIONS WIPUBLIC WATER AND OR DATA OBTAINED FROM 07HERS AREA: 10,005 S.F. OR 0.23 ACRES 150'-a- ELEVATION DATUM: NAVD88 _ UNAU774ORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSnR1770N LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7H£ PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: 765 PEQUASH AVE. CORP; MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY FILED: OF NEW YORK; SITUATED AT: CUTCHOGUE TOWN OF:SOUTHOLD ]KENNETH ➢11 VOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Sox 153 Aquebogue, New York 11931 FILE # 14-29 SCALE:1"=20' DATE:MARCH 18, 2014 PHONE (831)298-1588 FitX (621) 298-1586 N.Y.S LISC. NO. 050882 ffiaiataintng the recarde of Robert J. Hannemay & Remath ria. Roychuh Door Schedule- F r 19' 0" � quantity O width height action notes 0 3' ,# 6' 8" 001 1 10 - - swing exterior, insulated 12 1 11 16'-0" 7'-0" overhead insulated gar. door 007 6 001 : RESIDENCE 006 - - 575 PEQUASH AVE. ff+7'-8" top of bearing gfi — 42" CUTCHOGUE N.Y. • 3"N, 1�is 4 SINGLE FAMILY RESIDENCE EXISTING: 004 007 SCTM# c 004 )u 11 1' 4110 4" wood frame 1 _ ZONE 005 o exterior walls 11 0 GO rageflat ceiling PROPOSED: �f' 1 �.'"' 1r �INC �o WP gfi _ e �-rtt7l v—tli—C711' ?CC_—Y1�1 - ;!^I' gfi 42" `tj gfi o ON C> 42" o AND DETACHED GARAGE ONE CAR GARAGE ;h"`; garage finish or �' �' N TO INCLUDE: garage door P4 T Fr ooR i 9^ `^TAT, i' i opener -rSE ;GN . ( _ . _ • nrinnl • • • • • Garage - Front Exterior Elevation Garage - Left Side Exterior Elevation GARAGE - 3 80 SQ.FT. scale: 1/4" = 1'-0" scale: 1/4" = 1 '-0" ' ( 10 I 1 ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM \ __ ALUM. ALUMINIUM MR MOISTURE RESISTANT MW MILLWORK APPD. APPROVED NIC NOT IN CONTRACT BRD. BOARD OC ON CENTER 11 BRK. BRICK OS OUT SWING i BOT. BOTTOM OPG. OPENING \ ' CL CENTER LINE 001 12 _ CLG CEILING PL. PLATE _ PLUMB. PLUMBING 6 COL. COLUMN PLYW . PLYWOOD '� i CONC. CONCRETE TREATED 19' 0" CONT CONTINUOUS 001 PNT. PAINTED PRESSURE 006 CT. CERAMIcC LE DEMO. DEMOLISH PVC POLY VINYL CHLORIDE +7'-8" top of bearing +7'-8" top of bearing DIA. DIAMETER REQ. REQUIRED RCP D CEIL. PLAN $ Garage Floor Plan . DR. DOOR R O. ROUGH OPENING • t.--�•°�. ,:.. ..,- ...�•��-. ., ...., �" scale: �4" = 1'-0" DWG. ROOM DRAWINIG EACH Sim. SIMILAR : . ::d:4':'>F''`' A o ELECTRICAL - - SPEC. SPECIFIED - _`:.; ; e•.: ,.::.�, .k,.:: ELEVATION - - EQUAL .�f n�"::�':r4:�` _Y: f>_�.::. «'• .� ' :. ~h�- EQ. GROOVE 4E�, _ : n $,..x, : T & G ' 3 -: :. _. M, x. :,.fw. '}.:, .> - STL STEEL '. ?: ,.. _ :su'iy.c.. - Re<J%,(r.f••'i. : -:I::j% .r - '..r`Xy - �:,}?�-" .. �s ,�v ;� .< _ yF=< TING TONGUE AND TO GU '. - .. E S EXISTING NE :�: ;�4'°°�� LEPHO -.4r' TE 00 =: TEL.EL F.s.,,.�• >„. ., :�. ... <.<.-- :. n'f..� R XT. EXTERIOR : ... . . . . "w4 •: :'v..; 'sw TO BE DESIGNED 002 ��z�.¢.., EXT...l•`:, -ITR.. ..'F,"'. F.P. FIREPLACE 20 fig. - F :, „ T O g"t',nP- .'-+g„x_,rf... rig f . "" - .; _ $-. _: _ _ ...Eb,: - ?-<:i':,• u` -:N:'+.,-. ` - '` >;i k n•:i�•i::-`"` :a:- r ._x, FR. FRENCH � TYP. TYPICAL .�,<. �" , <et:'; GALVANIZED rz << GALV. GALV UNO UNLESS NOTED OTHERWISE WALL BOARD rWBGYPSUM VERIFY IN FIELD GVIF��< - _;' G VENTING &'�,.,- WITH .k'=p3 - 4 ar ar hitectur 1 0 e c a y - I I N G AIR C NDTO •`= WOOD W D. 2 1 0 30# - -,�--•� -��,: shingles on layers g Y I N ,t;Vv INSULA L. F TER 00 c W P WA •.«� plywood f: felt on 5 8' x o cd �•, �^ floorINTERIOR T. I - fi h IN - 4 garage finish finish floor 2 a - - garage•l:e 4 a a g gPOLYSTYRENE — EXTRUDED POL S 9 9EX U :,.- ...'�•:eae,. =%y"2` *`d.: Fs.:•' ',.<:l£..,.."',,: :fr: r.a - _,a,.v:,>ti'- ,..:::y�.,,.. �,.>,-..� ,..-_4 .-.- .:�,�- ; `..�- . �<t,�',=:x.,,,.=':.:•• - — — — decking (1x6 t&g at soffit) IS G • IN SWING LBS POUNDS MAX. MAXIMUM MO. MASONRY OPENING Garage - Rear Exterior Elevation Garage - Right Side Exterior Elevation scale: 1/4" = 1'-0" = painted metal drip scale: 1/4" 1'-0" P P edge on 1x2 p.t. wood E O. c . 0 E' U },gyp I COMPLY WITH ALL CODE F 2x6 Q fie« 0 c E,-' aT� NEW YORK STATE & TOWN DES 1 I CE t� , ,�otSTs AS REQUIRED AND CONDITI SOF I IL 19 o D )NOT PROCEED W APf�;O ED AS NOTED _w J , , , ­,74120-ARD; ( n P ,APv1lNG UNTIL SURVEY 1 OF -OUNDA�fION LOCAT 0'� DATE: B.p,; �.,5 S dP C n .A$BEEN APPROVE FEE: � � � BY: ,' T E l� NOTIFY BUILDING DEPART NT AT . "�Ver O 1 _ FOLLOWING' NSPECTIO S:FOR THE .!) 06 double 2x12 wood I. FOUNDATION = TWO REQUIRED header. FORPOURED -CONCRETE OCCUPANCY 2. ROUGH = FRAMING & PLUMBING l� ANCY 0� ( � - - -- - - - - - - - - - - -� I � - - - - - - - - - - - - - - - - - I 2'-1" 10 3. INSULATION USEI 4. FINAL - CONSTRUCTION MUST S UNLAWF�,I i WITHOUT T► � I I I BE COMPLETE FOR C.O. C I I I I ( I I REQUIREMENTS ALL TIOFTHE CODESON SHALL MEET THE �tl OFNEW OF OCCUPA �r,•f 1 4 I I 181-41' 1 1 4 I o YORK STATE. NOT RESPONSIBLE FOR I I I I - DESIGN OR CONSTRUCTION ERRORS. I I I -2'-4" elevation I I I od i I I I I TRUSS PLAOARDI�IGi REQUIRED INSPECTIONS ArgS�; e I I aZ ext�'r(,..,r 1', , contact TOS nr�i -ce before r^ rrng at 765.15'0 before IRED All ,� r'«,I 13^cP1111 On rrovfde Enalneer's Ce bi !cation `y' I I Concrete slab to be 4" smooth I t titin. � tbatt.hQ f#rc1r�A c�bis ., I II trowel finish concrete II I 1 I double hung window ` Y 0 1 06 Coj I o i�11,111 lOrlig 3 la...cnlnst li t Code. 06 I I I I - laced ori o � o � CN f�' tialled,rep N I I I I I I N I _ ., ar yah t r 17Ze I I I I 8 (stained and sealed) window A-"I 1P � � PLANS, NOTES ELECTRIC II I I rd' trim beyond A ° ( XTERIOR ELEVATIONS ttVSPECTION RE IRED I I I I I A 103 GARAGE PLAN I A 104 BUILDING SECTION, WALL SECTION I ( I �N painted wood sill A 105 FOUNDATION PLAN FLOOR 00 1 _2'76" elevation o •i I I I , O FRAMING, I ROOF PLAN C> I I I I I ( I Z�Ir, A -C- Q plate anchor - - It CotaC . s with 1/2" x $ anchor EXTERIOR ELEVATIONS 1 _ J I I I I I bolts at 32" on center. - - - - - - - - - - - - - - =� - - - �, - `� • SCALE ASNO�TED JANUARY 2, 2018 1 (D16 F NEWY1'-6' '-0" l'-6" 19'-0" 2'-1" 19'-0" 2 '-1" P�y� °EeF/r10 A103 a� 1p y � t;# �', g, � R s. i IY 16" x 8" p uric �f g 1 ess Ca 3,-011 3 OF_4R! OSTART Garage - Foundation Plan Garage - Roof Plan '° � S", permits �� g g draffin ex edifir) scale: 1/4" = 1'-0" scale: 1/4 = l'-O" Typical Wall Section at PO BOX 49 Garage JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 r I i . ;. TALE Rbc"�2.3(I) . . - -1 I"A5TEKINO 5GHEPULE Insulation Gypsum Wall Board MIND VM1GN DEAD LOAD5* A5 PER A 1r ?"0 ' - '�::�. NLM5M AND GENERAL NOTES CONSTUCTION N l with II per section 8702.3.3 through 8702.5.6I . , ,��,,��,�,;",:��".-�.-I�".,���,,,�',,� I 1?PSC.Wr'TIOH OF OWLDINS ELEMENTS FASTTr. J7a SPAGIN6 taro LOCATION All exterior walls and roofs shall be insulated t Installed as g foil faced fiberglass batt insulation by John Manville of the international residential code. Gypsum }I�y�r ,tC/yc y. A 'j'' ROOF i 0`41 rPONEN 1' t . . y, •�...� or approved equal. Foil to be placed toward warm wallboard application shall be tape joint system. All Jr '�/ „ 11.1 1. . - _.. .,-__... ..- . ::"` z, Provide 1-1/2" rigid foam insulation on all Gypsum board to be 1/2" on walls and 1/2 on 4-- 4-&d 'I""" 4DdDOX x0.u5yDlR I work shall conform to the requirements of the Residential 1 . All footings shall rest on undisturbed soil at a minimum of side. g YPI'll (�d 1 . AI o q :. .,:.. ..x.: • ... .. 5-001 GOMMGN 9G0.1`JI" OR .. exterior foundation walls from footing to 6" below ceilings unless otherwise indicated. Finish joints, I DLoVeJNL5 BETWEEN GEILIN O-01575 OR RAFTERS (715 7, TOE NAIL g g V` I I., I i`I +L7 w ini res 36 b elo f shed de r Count a nd To wn De artment11 1­1 `��. BOX _I2a• OR o e o f New Yo k State 3-lad 'Xo C d PLATE 9specified. - TO TOPM 15r n h l l e Dimples, Corners sadEdessa b ), pr it D m les Co e Y I h rwi e Ca e Beads Na finished rade unless otherwise s J g 5-51X0,1511,151"NAI-5 9 P f 'oin om ound. have a minimum SI of 2 800 at 2 8 should be taken not to damage foundation water taped and receive three coats o joint compound.Regulations, Utility Company requirements and best trade 2. Poured concrete shall p , � BC.�ARD Nrl/ A 9 Y p Y q proofing. Allow 24 hours to dry between coats. Final coat to 4-5d BOX f2 J"�'-115.7ORL practices. days unless otherwise noted. be sanded smooth. Metal corner bead to be used 5-6d GDMMfaN "XO.IJI' OR C'�YP*SLIM WARD Mr i' �3."i ,;: x.,.:::..:,.'.::: Y:';.;:'": >.,,-": ;><,.% 2 CEILING JOISTS TO TOP t°LATE (2 h , )i PER JOIST,TOE NAIL -lodlcaxt�75Xa.I�a) 2. Before commencing work the Contractor shall file all 3. Sill plates shall be preserved, treated wood and be on an outside corners and around all openings. " 5-10dB X(2)L9 2015 IECC-Air Leakage. documents required by the Building Department, pay all fees installed above a 16oz copper termite shield. '51J;:�P 'IDED AI't'" - SYSTEM Joints, penetrations, and all other such openings in Electrical GEILIN6JOIST NOTATTAC.MEI7TOPJ�tAL1E1_RAFT9R, ¢IdBOX( 'xZ.I15')OR required by local agencies and obtain all required permits. 4. Shingle siding shall conform to ASTM D 3679 and be60 } + t_t $" ,+ ," Ir € ► L �. - 3 1.AP5 OVEIR PARTITIONS[pee 5eGCTon6 86033,1,R8OZ3Z 3-166 GOM�MTON('S J5"Xa.162")1 Ca1R the building envelope that are sources of air leakage 4-8'X0.151"NAIL5 FACE NAIL sand Tables RBO75.1 toy] 3. The contractor shall visit the site and verify all dimensions installed in accordance with the New York State Building Code must be sealed. All work Snail comply with the national electrical ? � and the existing conditions affecting the work prior to construction. and manunfacturers specifications. code and all state, local and utility compay codes ASPIiALT �JI"111L�J CITILINB JOIST ATTACh�D TO PARALLEL RAFTER Tt�I.E RL�f329I(4) Recessed Lights must be type IC rated and installed and regulations. All circuits shall be minimum 15 . .. . 4 MEE JOINT). FAGENAIL Any discrepancies which would interfere with the satisfactory 5. Pilings sahll be installed by a licensed contractor to a with no penetrations or type IC or non-IC rated amp. Power wiring shall be minimum 14 AWG. s M ";- [see 5e.tiore 111141 1.5.1,RDO2111.2 and Toble RSO2.5.I(4,11 . completeion of the work described herein shal Ilbe reported to the depth and bearing agreed upon by an engineer and certificates installed inside an appropriate air-tight assembly with Convenience outlets shall be located 12" above PLYWOODZ�ar I/2-Ifs, .. �`� 4-1ad I�Ox t�'X012E"7 OR 0.5" clearance from combustible materials and 3" finished floor unless otherwise indicated. All switches 3 COLLAR TIE TO RAvTER PAeZ NAIL OR I A"X 2004°. 3-lad Ge"MON MA"X0.14°);OR FADE NAIL EACH RAFTER architect or property owner. Do not start work until such shall be issued stating same. clearance from insulation. to be located 56" inches above the finished floor RIDGE STRAP TO RAFTER q 5'Xcr,Ig1 NAIlS unless otherwise indicated. Supply recommended l l rte ' 0 conditions have been examined and a course of action mutually 6. Unless otherwise noted all framing and structural wood lamps in all fixtures. -166 I ox,NAILS(S 1'X0.1%11)OR 2 70C MAILS ON ON!510M agreed upon. Failure to notify the owner or architect of components shall be #2 or better Douglas Fir. �� -I�."x"" �!-I T TLS �lt� � �� -�'- 3-lod GOMrMON NAdLS 070X0"14a•),OR AND I TOE NAIL ON OPPOSITE unsatsifactor conditions will be construed as an acceptance of 7. All framing techniques and methods shall bd as prescriptive 5Mf`3 ►T StJRF"dC. 6 R.AFTElR,oR l�cxvP TRU55 To rLATE 4-lad saX(3'xD.l�"7;OR S�IDe OF I=,+�cH RAtarER c�tR Y P 9 q P p BI71J'!``�3'h�'L�r c.E'- 4-5'X0.151"NAILS ""'` I the conditions to properly perform the required work. design based on AF&P Wood Frame Construction manual for ItAT"ERPR,G INE I" NZ ' . " 4-1w(!3A"X0.1551)GR 4. All work is to conform to the drawings and specifications of one and two. family dwellings (WFCM) or as specified in - - - -"-"" "."-""""."-"""-. -"""""" 111.1. --" ". - . ... .. . . ... . . I . � v) . � 5-lod GoMMoN(3'X0.14'8•),oK 7OE NAIL FLOORS AND FLOOR r I N 15 H.� 5 . .: : 4_1OdBOX M'XO.I209iOR the architect and engineer consultants. R301 .2. 1 . 1 : A 11111111111111111 1. -1 ,waorR STORIt�,VALLLrORHI�RAI oR �g'""`�I""A'L5 5. The Contractor is to maintain a complete and up to date set 8. All building envelop components shall comply with Chapter 6M:LAM10 OR RRA► FILE f►5,� ,� : . . ROOF I AMMS TO MINIMUM 2"RIME BEAM 5-I6d BOX(s 3"XO-155'7 OR of tans on the ob site at all times. 6 of the Ener Conservation Code of the State of New York. �i } I6,C3 2-16d COK40K f5 J4"XO.1627,on 70@'NAIL p 1 9Y ON "![' 1 . +Tt�1'. B 3-10dBOX(5"XO.=")r OR 6. The drawings are not to be scaled under any circumstances. 9. Fireblocking shall be provided in all wood framed �+.� 5_'9'X0.151' NAILS I , i+.t�ti INS 1/7-1n. ' /y i+� i , L 7. It shall be the Contractor's responsibility to ascertain all construction in accordance with NYS Code R 602.8 to from 16d COMMON MWXD"162') 24'Q�-FACE NAIL prevailing procedures including storage and toilet facilities, an effective barrier between stories and between the top story LIt OLE �LT TI , 1/4-'n� I� •'�'-- o STUD ToSiLOMO7'ATSRA= ALLPANE.b) 10d(s'X0.126%OR „0� FAOEhlf+ll protection of existing work to remain, access to work area, hours and roof space. 5U51-L0ORING, 5/4-bi, , : .. . - . . � � W . I 3"x0.13r)NAILS E of permitted work availability of water and electric power and all 10. Protective panels shat be provided fr glazed openings ,r� ��yyy r, �I .y 16d BOX f3 J5"}re I!9!5% Iz' oz.PAGE'NAIL ' FLC7'P.7R5, Y�FfL/V .IT IS - i1"t last r? I2"� i. IN6-'Ire. "w"• Cl ADUTT1145 5°X,�,151'trAILS other conditions and restictions for this particular location In order inaccordance with NYS Code 8301 .2. 1 .2 fi they are required. ��y t ��er�' ,ry,r GORNIT"(AT BRAr-W WALL PANELS) Ibd rOhrM4oN Cs 15"x0.16^.•7 16"f1X.:FAr.E NAIL JOIST 51=5 (x') f:?a"I,�. L.FA.o. ,�'I) to execute the work in a careful and orderly manner with the 11 . All portions of the new structure are designed to comply1. '' ` Ibd cOMrM�iarl t515"XD.162.7 Ib"ate. "IEDCrE FAGS NAIL least possible disturbance to the public. with local geographic and climatic criteria as stated in the ".t?{�j 6 " ' '. 10 VUlLT-W i�APE R(W TO 2"HEAMK WIT14A'5PAGZRy 16d BOX(D J<i'X0,I55') 12"D.C.EAtH ECOE FADE NAL 8. The Contractor shall make the neccesary arrangements to following table. s- BO1`(2 '' '11°"):` utilities and services temporarily disconnected while performing the TA1LE Rd2 .I.t ..AIR E3A'4PsIC AND INSULATION iNTALLATIC7N 2x5 ' S ra t�..,,,.,,QQQQ.Q, II GONTINJOL�i NEAPGI4 To 5T11D 4^ad COMMON )5"X0,181');OR TOE NAIL 4-IOdBOX M'XO.I2b" work as required. COWONENT ,,AIR 9A1�R6EE:: CRITERIA INSULATION CRITERIA 2X1 t'2 , � � . .. Geographic & Climate Design Criteria 1601 car(315"X0,16 •J u�°Dom.PACE wul 9. The Contractor shall provide all dimensions and cut-outs for C EIL)N / ATTIC ALIraNlt I�tITIi AI-I ! KITH SIR 2x12 "' 12 TOP PLATE To TOP 1"LATE 10d BOX(5"Xo_I28•)T OR other trades. ON y �.y x 3"x0131')NAILS 12"or-FADE NNL T„n ~ F R A M 6-' A R T I T 10r N 5 • 10. The Contractor shall provide proper shoring and bracing for Ground Snow Load 45 psiI. l^A1_L a tGTttfJ +tE" Ft�NJND, Ti Gf4V17`I Y�IiTHtyi 8-16d Gc»MM,10N(3�'XO.162%OR AND SILL, PLATE TO BE CORNERS AND HIrA -5 �D OR STEM. 5T1 , I/2-1n. R,'T"'P. 50TH SID 5 J &O DaLBLETaPPLArESFLICEFORSDc'. WITIFSI:ISMIG 12-'6dDOXMVX0''m");OR all remaining structure prior to removal of existing structure. Wind Speed 130 mph SEALED. .. O - IFR' y,Ip`LLS SHALL, A-Q2 12-lad SOX(5'X0.120•);OR FAGS NAIL oM EACH 510]1 /� Ar.Er7 WALL ui SPAGIIVt3 c 1GTIC1 C7I" Tt ' P�.ATIs Br I`ULLY It I5IILAT ? A M E 1E"I 1'"1 .: L S 12-3'Xv_I3I"Na LS INr,Ja,NTtM,N„�t�r04"LAP 11 . Plumbing, Electrical, HVAC, and similar work shall be Seismic Design Category B SPLICE LENGTH EA6H SIDE OF AND EXTERIOR KAL.L'5 T KITH MATERIAL HAIAN& performed b licensed persons who shall arrange for and obtain Weathering Severe i3 ,� � ;.1 .. : > > END JOINT) p Y p g 9 SMALED MTI. R-3 IM INCH C.X 3- O w,ST A ALL5: . . . 170U%-E70PPLA 6PI-IGEe bDO,DI,OR1j,AW, 12-I6dt515"X011133•) all required inspections. The general contractor shall be Frost Line Depth 36" ... W 9R1►GED JNKLL LITE SPACINS ta5' RIM JOIST RIS'-t JOIST 514AI-L 1NC,I�JD RIM JOIST SIAL $Z wr/�••^�< �'.-�`�Imo, Z responsible for scheduling all other inspections as required. Termite Threat Moderate to Heavy 4 0 I6"•Irt,� II1.7 - TfIE AIR BARRTI�'R INSULATED IrI3UL ,TD 3/S- �aIDIrItS.: Ibd cOMMraN r3>S"xr'.'62'7 *11 Or.FAG£NAL 12. The contractor is solely responsible for construction safety Decay Slight to Moderate 14 DDTTOM f�LA7E res JOINT,Rlt"t.101ST,9/�NA.61ST OR Ibd BOX t3 ty°Xo.l3s'),an P LCR {IGLIIJ r4I+F, E3ARlRI4'. It�fiTALL1l MAIhCt",�4IN PRMAI ! +IT . . U EILa INS(NrrrATBrsAGEDWALLPANEI_S) 5"X0I. .131')NAILS 12 O,G,FACE"L and shall hold the owner and architect harmless from litigation Winter Design Temperature 1 1 AES 0A! E5 4 AT ANY C?(PC* ' E� �AGT KITH THE " . . :1: irisin out of the contractor's failure to provide construction safety Flood Hazard As Noted I � ��` W 5-16d BOX(5)5%0.1560,OR 3 EACH 16'Of-#PAGE NAIL g p Y {� INSULATION 5I2� � SUI3T'LIr�R { . . �• �,-rc�ti°1.A7i"ro,,DINT,lelrr,x}ISr.BANv.JOIST o1� z-Icer u�rtrrary tVJS"Xv,1+r�'};� 2 EAo++Ib"o.G.FACE NAIL means and methods. �`�` � �' "� I'NSU�.,AT' , �/�t-'I�6. ��'IDI9titl5 Cf)Is BLOCKING(AT BRACAR7 KNI-1".PANEL'S) 4-51X0.151"NAIL'S 4 EACa•t 16"Or-FAZE NAIL 4�✓�•A�"�L AG� I�IA�.�C,� �` (���D EARTH I Ittit INSULATION �?I�4LL C J (APPLIC5 ONLY TO LNVENT'I D CRANI.. PERMAi1:NTLY ATTACOHI`DD �RI�� STt� I�,.LS Id"+IITt# I�RIN�.4C `�I'I R I .� . . D 5.1 d SO tz "X0.113'),OR UNVMTM C.RAHL SPA.0 TO SE GN�VOZED TO CRS+ - SPACE 4 ``4=ii}�ty. ,F r rsMr y� N�+'R WK x R 'BUT NOT S � Q 5-166 BOX t375'X0.135')jaR /7L1�1�"I"�a IL�1 �G.✓iY�.1 IIYc.�y...� I`"�..✓T'�.T,nT',. Law T' I°4i./T �A:.J�:' �i'4. :111,0 / 4-WCOMMON(2X"XO.I50;OR TM NAIL Plumbing Framing and Rough Carpentry Asphalt Roof Shingles Glass Windows and Doors SPACE) KITH AI CLASS I VAPOR HALLS. Itti NOT fRO'00 D /lv, )' 4-106 BOX(5'X0.l?b"7,OR fr'I_A�aTi R, ASD Ibl � FOR A�tI fu.Ar � �1 16 TOP OR OoTOM PLATE To STUD 4-3•X 0.151 NAILS RE"I'ARDER IN FLOOR Installed as per section R905.2 of the To be Installed as per section R308 of the 0IVE-N i �5'ENT A . IN 5 11OA5M T��� I5 A. D I Q 5-I6d BOX f3 3"X0.159'7,OR Contractor shall install water supply and sanitary Joists, Rafters and Studs Shall be construction residential code of NYS. All glass is o be 54-IAI"T�,,,'P / $ IT SHAFTS,DTII-I " 2-1601 GOMMON(3J4"XO"162-),an IRrD HAIL system as indicated,provide hot and cold shut off grade Douglas Fir-South Select Structural. All international residential building code. All sloped p�!� CSI RA S I T� ONSTll , II 0 roof shingles shall be GAF-Class-A Asphalt roof insulated Low-E unless otherwise specified. Glass 'IE-TRATIONS i'£NETRATIONS, AND F``LX- . ' ` LI~�: " �9'I"' IME�� �°?R '5.i�� �;+ TI��t 5-106 BOX tg X°,129);OR 9 P G T� 0 11 valves at all fixtures.All water piping to have wood sills and wood in contact with masonry shall subcontractor shall not install glass until proper ..+HJ�IT'1..+ C, NINa "�( v 13-9 X0:131 NAILS P P 9 shingles or approved equal. Shingles shall be w 3-lad BtaX(3"X0.120" 0R cieanouts at all changes of direction and at base be ACO. All Exterior Sheathing Shall be 1/2" clearances are provided. All sliding glass doors, .- 2t',,,�'<6 E r (�7 MEN YORK P r-r . 9 applied over 15# asphalt felt with UNGC3t1IT9JNED 5I'AGI 2-lad CaMMOM(3 N%0I62'),OR of vertical wastes.Use 4"cast iron through CDX Douglas Fir plywood. Sub-floors to be 3/4" skylights and/or temp's as required glass code GAF-Weather-Watch Ice and water barrier To 8E SE-ALE-0 R�I5I i�F,''MA1 'I�T GE '�IF' (;.�►'� �"' S�""}/��,�,, BE �+ ��L��D T�IE„ 11 TOP PLATiFS,1lw5 AT GORN!'M AHD INTPld.9EGTION3 shall be insulated tempered glass. All lass doors W 1: 5-8•X0151"NAILS FAGS NAIL foundation wall pitched minl/8"per foot. CDX Plywood. Exterior sheathing to be covered applied at eaves, valleys, and flashing. Roofing � g with T vek" house wrap, or q provide all flashing and windows shall be installed in strict BUILDER OR R�►I57T'�:RED M� � F�I�?F�°�"' 5IdDI�AL. AP�TED IN Tres /Waste sizes for fixtures shall be as follows. " Y p, approved equal. contractor to g necessary for EARAIr" SDFARATION AIR SEAL BSN 5-ed c-v (s •(2YVX7aOtR p accordance with the m,,,aulked nes specifications. 2-BdGc,MhTohi(215"XvJEi');OR Dishwasher 1 1/2" Block stud walls at 1/2 story heights and at all watertight, weatherproof job. Roofing is to be i�aARA1"aEr ANO THE UTILITY R.DQI ''I tDR OTHER APPROVED -ri, 't T}"I I8 I'lglRdC.E TO F�AC.H STUD AM¢7 FJrtTt; 2-106 E#iX(5'X°7.128"),OR FAGS NAIL unsupported edges of plywood. Provide solid applied in strict accordance with the All windows are to be caulked nes dsealed as perI .� � .. Kitchen Sink 11/2" PYw 2015 IECC requirerneif.s. Provide flashing pans CONDITIONED SPACE . n U UJILDIN . 2 STAPLES 11W blocking and diagonal bracing of floor joists at 8' manufacturers specifications. Contractor shall Lavatory1 1/4" g g g under all slider doors, and windows within 6" of J9D -OR O.C. maximum and sold blockingunder all supply color samples of the shingles for owners R��SSED LI04T'IN5 SEALED TO TIDE AIR TIC-44T AND IC, . , an exterior surface. All exterior doors are too be 2-t5d GOMMSON CzJS"XOI3r),OR Shower 2" approval prior to installation. 19 I'X 6•SHEATHINs TO EAG►+tmAR1N6 FADE NAIL Toilet 3" unsupported edges of plywood. All cap plates to full weather-stri ed. Provide all screens and DR`YWA i 8402.2 AR AT I,10 �RML SPACE ACCESS."" A�«�. � ' a-IDd 0DX C3'N0.1�8"J:OR Y stripped. 2 57APLE5,1"GROWN,169""V.LCTMIB be doubled and nailed bottom cap plates at hardware as required. All glass is to be free of All systems to have one 3"main vent stack Fire Blocking fNAG RECISTE"R EI�aTER Ir31UC?T5 THAT I�CATHER-�aT`RIP'F'EID AND I�SUL.ATEiD "t"C�' ,A LEVEL MUIYAL.�:�IT "�t� 3-6diDOX 'XO.IIJ";OR corners. Where flush framing occurs use min. g scratches and imperfections and guaranteed by increased to 4"through the roof.Provide frost SOOTS P'E�!tET`RATE THERMAL HE INSULATION ON THE SiURR I�.DIN SURFACES. / ` 5-l!1dGOMNYJPr(:3�"X0_I3i"7,trRR 16ga sheet metal joist hangers by "Teco" or the manufacturer for a period of no less than 5 / 1 5-10d Deux i(3"XO,I?9);OR proof hose-bibs as indicated on plans with easily ears. ENVELOM TD EE (0 V S STAPLES,I'Y.R0Wh1 16ga 1 '-ONE. accessible drain cocks.The water supply and approved equal. All corners to be minimum 2/2x6 Fire blocking shall be providied as per section Y 8502.13 of the residential code of New York WALED TO ViEr-ILOOR 20 I'X 6"AND WIDER SHEATHINS TO EACH BEARING WIMR THAN I'X e' FAG!NAIL sewage disposal system shall comply to the unless noted m plans. Minimum bearing for studs, R402.4; AIR LEAKA E .- 13UIL3DINS THERMAL ENVEL� HA-� BE,9 P Y P Y joists and beams shall be 3 1/2". Use double State to cut off all concealed draft openings C3�2 Com"#` -I- 4-ed BOX(2 kxo-113%OR appiicabel county departement of health (both vertical and horizontal). Provide fire CONSTRUCTED TO ,TIT ,+'SIR UKASE TO <.3 AIR �y" N E# R..;. ' 5-0d GOMM7M(1X"XO,I51I");tale jack studs for headers over five feet in length. 3-lod Bax(3"XO"126");OR standards and regulations.Approval of all blocking in concealed spaces of stud walls andHOUR 4 STAPLES,I'G1¢aWN,I a.,I "LONG plumbing must be obtained from appropriate HVAC partitions, including furred spaces at teh ceiling fC11,�2, f'RDTEC.TiCNV (, OPENINGS. EXTE`RIDR t5) AZITt6 IA) E3UILt?IN65 LOCATED IN . . gLOOR local authorities prior to concealment.Prior to and floor levels, concealed horizontal furred NINPDOR PEERIS i�'.E<51ONS��{,p�,f,,,L I� rROTECTEP j�'Np� $. . . . . 4-ad BOX(3 3"X0.115-1 OK oderin contractor shall supply cuts of fixtures for spaces shall also be fire blocked at intervals not OLA=F OPENINIS TION FOR WI IE M13RIS SHALL MEET'TtI� 4. 9 PP Y R4'C�,�.4.I.d; IITAILLATIt�N THE CrC�MP'r�I�ITS +�F "C°I-IE 'BULDII 3-edCOMMON(2A"XO_01"),OR exceeding 10 feet. RECUIREMERM OF THE LAARM MISILE TEST OF ASTM E 14'16 AND ASTM E IJ�►86 2I JOIST TO SILL TO'PLATS OR 6181768 3-IOd 15OX OX0126%OR TOE NAIL owners approval.In the event that the owner System to be designed by others. Provide proper BE 5-W=151"NAILS changes teh contractor shall credit the owner for supply to all rooms & conform with all state and MC?171 IED IN TIdIk °QUI .i_2_I.bAt ArSC DC7DR 6l�ZED [)P�NIi 16 I�I�171"EGTIl7hl FOR AS TI'I RI''41�t1 "� II�I�T tI..I-' D IN t ' A " T bd Box 2 'X0.113•) 4'O.C.,TOE NAIL the full subcontractor's cost for the changed unit. local codes. AMBORNE DEE3RI5 SHALL MEET'THE REOUIIRM-EWS OF AN IM17AQT�ISTINS ",,Ir`}���"'�,,/Iy"1�E{��,.I*,A �,,,I�,,,-,i�iTpE�D IN �T},r�+�y� LE ,r��;p"�-1.1. ��}WHERESHALL PJM:) Br`1"" ALL �i' '� 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad C41MMON(1w NX0,51);OR STANDARD OR ANSI/DASMA 115. (� TAELE E3�,.O" CODE OFFICIAL,FIMAT�, J-�('k APPROVED O Y ED THI D'PSS f 1 . 'SHA I 51 LMT f'" LL PLATE ORO r AFFLIGATION5 ALSO) IOd BOX(5"XO_I3b')r OR 6'OG_TOE NAIL SIX0.151'NAILS MYCE PTiON: . :OR A00V 5TRUCTURAL PANELS NIT14 A THICKN 55 OF NOT�THAN % ITiC.t•{ANDA C.�Mfi'C:�i`I�ITS �+ `✓SRI C.dMIfSLIANG�. 00 z-ed COMMON(2)5"Xo.l3i'),OR SPAN OF NOT MORE THAN 8 PEST SHALL BIT FERMI I TED FOR OPENINS PROTMTI0t. /y+� yr��y }� �'f +}�. SHALL y /� ! �. r 25 I'X6'Sl6PLOORtORLESS 1DFAGHJOIST 5-IOd+�DIJX(3'Xa.I1��$I"):1281) w,la FACE NAIL rVIOTTHRUR00F }'3}'�,NELS SHALL- P� ANP ATTAC�iHEPTO 9THxEW.}FA/try'�pllt ���,iN IN5T1�� p� r`►4VwG 4.1.2IL.5TIN� """ L.7VI4.A.�I!`A6 t,.+r'�+. #.e E�.3..1� �IF .STTBl lW�." BE Li I I � O Z 57APLE�,1"GROWN,169ai ',4("LoNs WAIERTIGHTF ASH TYP O7�jI� ,�"0NTAJNIK � �,�T NI 17T THE OLAZtD VA-Z.IY�I�&.PANELS 5H �L L EZ � r W 3-I6.d Bax r5 75X0.13s"),OR F;MMILLED A5 'REQUIRED FOR THE ANC40RAOE METWM A1NO SHALL BE SECURED TE517EV AMID VERI FI FD ,AS HAVIt�C 7 f r�rt 411450 I N CZ4A, 5, AbA. 24 "91J5PL QIOR TO 701sT oR 61RDCR 2-1601 COMMON f5 J5"X0,162') BLIND A1ry FAc�NAIL � N PLUMBING RISER DIAGRAM I WITH THE' ArrAGHMENT +4^RCKIRE r"R.OVIVE D- ATTAG�fWNTS SHALL_ BE DE�5115t�'3 TO TP5TINS SNAI."L 8E ND�TEn BY AN A�OVE0 THIRD:PA'RTY. ­­­­ 2s 2"PL.AWPS(PLANK t BEAM-FLOOR.R ROOF) 0-16d DOX(9 75'X0.y13�5);0R � fRESt!5T THE C.r�1PONET AND C.LADDINO LOADS VeTERMINM IN ACCORDANCE WITH '. a-166 COMM4oN f5 fI'?rO,16Z') AT LAC44 FAGS NAIL EITI•f TABU R�cal_(2) OR A 7,NJTH T P tANI�AE't'cORROSI N-RESISTANT -T- 3-I6d caMMON 'XO,I6.2" I \ ATTAGf�M1�1T IfARDWALR� I�l4tWIDE�D AND ANr� PITWAMENT1-Y MTAUZD ON T1- R402."�$.4t 60 TI CLOSET'S. - � NT INI� . � ->_ � _F Z6 BAND OR RIM J0157 TO J015T 4 10 DtaX f3"7<o.la8);OR \ z N E3iJILDENtS. ATTAIMENT IN AGGORDAN YtITH TAS I °,�t?1.2.12 15 iIEMITTEI] FOR �I.. I1G+II1a �► PJ IAt� " CUI� SPECIAL. L"s, �.. L_ 4-3'X0131"NAILS,OR ENv NAIL I \ � f 4-3'X 149a.STAPLES,a'GROWN I \ EIUIL�iINt55 WITH A MEAN�HEI0HT OP 45 FEET OR LE'5+5 WHERE THE ULTIMATE: EXCEPTION-. DIRECT VENT APPLIANCES KITH BOTH INTAKEA Q � god GO►rMtON(4"a+v.lar):OR 32•ac-AT TOP AND FZLLO-t ISION HIND QLD, IS I,0 #«�'ft OR LUSS. � � � I AND r-AT 70P I \ E?CHAAVST PIF=ES INSTALLED C,.�1�ITINUOL5 :T`O Tf4fE CLq IDE , -� d' r lod SOX(5"X0.12&')TOR 24"OZ-FACE NAIL AT TDP \�� TABLE R3,01.2.1.2.- EAl1Ni� NE DE$Ri5 PRdTECTIt�N FALSTENINE► ry yip�►+ F y,�/ {�y . , ��y q' O Q) R7 HINLT-UP BIRDERS AND BEAM15.9-ING+1 LUh LAYS 5"XG7,191'MAILS ANP DOTTOM 5TA�C1�ON 1 \ \ rH�D.IjI-� I' HOOD 'UTI 4�iTt I- PANELS► �,✓.2. VX! SE LI I'O '"'I` 11.✓L.6 i S# AI f"�. HAt,V RS, /"IND F ��R ED I- I T �1= \ \ -_ -_ FA5T�l 5PAGI1 SHALL BE ,.. . D r 2-tad Col,M (4"X0.1 •),on PAGE NAIL AT Et�9 AND I > \ 5-ly aaX(9"Xo,Isa°),0Te AT EACH SPLICE (/ \lL FASTENER T"1('PE $ FOOT �ytL� !�6 FOOT'S ♦� . . O (0 M U 5-3'Xd3.15111 NAILS LAUNDRY RM. I BATH. #1 _ � BATH #2� PANEL SPAN < PANEL SPAN < PA SPAN � v J 3I�ooT <_ I'©c�T R4 . c L1.aC.T fi�Tll� �- DU+�TSI-I/'�►G.. 81.E ? � T+ + cr 4-Ifid Box(� 'Xa.13s•)fes: },� t� /r�!p y,v a6 "LCD&M STRIP 5LIPPORTING JOISTS OR RArMR4 3-166 r.CNMMfDN Cs "XO.Ib3"J;OR AT EA GH,JOIST OR RAT°TZR.1 NAILS V1 i I N11 Vµ I '� I• T TERI�it� E AIR LEAK OE. . '' �3Od 13xX0.12PS"J;114 FAGS NAIL / „INE I ""sl'K I Imo. pi• �] C I 5A5v ANc.+I . V�l1TH ICS Ic.� g PUC EXCE 'TtC' �i" �I�yIT 1. +�K9 :r 'I" aT 15 LOCATED �w�I ��"+�p*� UI� �,�s .�g� HERE + < • q EMIDBINB TO J0157 2-106 M,%0.1289 MACH V4M,TOE NAIL m FIRST FLOOR 1 TI-#E PUCT AND AIR Hr�Ii�1%B:Z5 ARE i..�.�"C!^41 1-�V' TIREL I, HITHIN O �," " ir�H EMSEUMENT L£N�'TH WDDD 57RYCTL RAL PANELS,SWR.00 .ROOF AND INRERIoIR WALL 5hEATHIN9 TO PRAMINB AND PARTICLE BOARD WALL THE 5VI L.DINe THERMAL AL ENVEL�,. . 5HEAT+rINS To HRAMIN&[5EE TADL E W*CY2 8(3)FOR W0M 57R1.16'"AL PANEL IID t OR WALL SHEATHINB 7O MALL FKAMINL91 Ldp, la HOOP 50� 6d COMMON(z"X0,113'7 NAIL f9AWLOOR,MALL) F 0 ,•I 5A G ANCHOR HITH 2 lib 12 CT . 30 as"-1�' Dd COMMON(27�'"Xo.131"NAIL OW01F) Is J 8405.5,5: BUILLDIN(!5 C,,A`� TIS SHALL NOT BE U A5"PV(:,T� OF, 31 i7S,"- r stir GeItMMDN NAIL(2 S'90.151 b Ian IhIGF I NIH71 �I�lT �. hfCT!"I PLE'hIUMS KITCHEN •4 ING�I'i LAS IC3d COMMON f3"�ua.1-ta")MAIL OR a 12 POWDER RM. E3ASE P ANCHOR KITH 2' 16 il�j 16 . 30 I JV- I,k'" bd f2&XO.131•)DERORMED NAIL 1 I 1 If _1H EMBEDMENT LEN1 TH T�'''g,'4;g .4: MECHANICAL SYSTEM PIPI«1��I,�yl I�11�I+ L TIO -� R ""Ifi�l .� 174'ST1�IGTURAL C.rLLUL 091E T ISEf�OARD DIAM.ALVANI OR I' RcorlNN sNXISTAPLE 16 ga. '3 6 i I ,>ILS *I'� �6I t INSULATE1 R.r� 1�.""w+' MIN. 1 n I NT.IKK �N 5HC-A7HINB 11 a. THIS TAE3LE 15 E�aASED ON 1950 MPH ULTIMATE . 11 Al$filNCi L r_�i l uLexlG FiB@�DARD DIhMETER 712-5 I CROWN 57APLE 1Ill NAIL,6 9: 3 6 FIRST FLOOR p�I+SN Wlhlt7 SP I? AiJt7 A ',�3 FQQT MEAAN RC?01� R405k7: t HANICAL VENTILATIC+N �" T� �ILtDItrIC SHALL B� - 1y1 All Law 'BALVANIz�r I ?FIND NAIL,STAPLe J HEIrSHT. PROVIDED NiTH VENTILATION THAT MEETS THE IRE IREMENTS OF 55 A"eYP5UM 5HEA7MNL9d GALVANIZED,I A"LONr:174'5GRt"Y,l9, * T I:7. FASTENERS SHALL BE INSTALLED AT X511 TYPE W OR s IRS/IMS. r***`lll"l111111ll`,,,,,,I ; d 1%4'BAL.VANIZED Roo-lNB NAlla STAPLE LDS OF THE I DD STRUGTL AL PAFII=L. THE MGHA�'�CICAL VENTILATION RATE SH:�1. L BE to zEATER 86 x'GTr5UrM'SHPAlIfINSi GALVANIZED,I%'SOeEWSy TYPE W OR 5 K 7 FASTErtl i 15 fAL.L BE LOCATED NOT LESS THAN . NYaOD STRUSTRUAL PAh�t S COMBINATION 5LWL0OR UNDERIAYMENT r6 FRAMINS INCH �M THE EDGE OF THE PANEL. THAN .. 6d DEFORMED Q"XO.120")NAIL:OR 6 1� Cr. ATP OHOR3 SHALL PE'NETRATT3 THR011 THE 0.01 X CFA + *7 5 X (O 8�� � � I} . ST V AW LL55 ed COMMON(2 VXO.15r)NAIL E3 TERIOR WALL 00VMRINIS NITH Art EMBEDMENT ' GPA : CONDITIONED FLOOR AREA , I 0 U) ad rcraM1ON(s'XD.191")NAILr OR LENGTH OF NOT LE55 Tfi-IAM 2 Il'�Ica-iI=S Ir1TC3 Ti-IE W 5a 74'-I' 9d DtPORMED h XIX0.120")NAIL 6 I� BUILDING FRAME. FASTENERS SHALL BE LOCATED IOd COWON(g"X0.146")NAIL,I OR a 13 NOT LE55 THAN 2!� IN�'4E5 1�>~t THE �E OF THE R4C.�5.'7: Et'�UI>�"ME'I�I`C 'SIZII�I.G - r�+C.CA MAi�*II.EL S� BASED C+�'�I 'A [-- !" I A"- I A" 0d DEFORMED(2 AIXO.IMY)NAIL (�YYJ�fix{ r/� {y/-{ �/)� ►ry+�gyp,.-� ({ Fail 51. I W..h - 25.4 mm I Foot-3r}. .6 RIRI,I MILE PER iw�+M- 0.441�J I rU°I ■6.C05 MPO ALLPLUMBINGWORKTO CONFORM ��� ���CK OR ���' L'+-'< '�� '�.I� 'w.'����� � � A i ��'/X16 Y.wL J. � O W/NATIONAL STANDARD PLUMBING d. FANEL�5 ATTAC,HEP TO MASONR*f OR CODE,LATEST EDITION,AND LOCAL " REQUIREMENTS MA 'h 'f'/°5TI)G-GC,� 5HALL RE ATTAGI-Ili IJS1N(5 8,404.E LIC-714TIN6, ,A 'MtF�it�'IIJM OF 'x'59 #°'Ef l fiL"r Z In.NAILS ARE BOX OR DEFORMED SHANKS EXCEPT WNL OTHERWISE STATED.NAILS USED FOR PRAMINS AND SHEATHING a .. GOHMEGTIONS SHALL HAVE MINIMUM AWE^RA C BENDIN6 YIELD STR TH3 AS SHOW, 80 K51 FM 14ANK 121AMICT0R OF 0.149 INCH(206 V115RATION-RET,,, 15TANT ArlCHOR5r HA�ti INa AN t1�' +M f t.✓ �,rt � t��4 #r1 t e��E,r.,r i A t� &OMMON NAI47,a0 KSI FaR SHANK DIAMETERS LARsER 7+Air 0.142 INCH Bur Mor LtJ4sEi2 THAN O_ITT INrA.AND loo KSI FOR SHANK '. Q INS 1 AL..L� I�i,+'*.T�5 MUSS 1 HAVE'T"I IJ57H EFIFICt•tiNCt 6 ';.I.t"'•�MPS. DIAMETERS dF°_142 INGi OR LESS. ONEWSEPTICSYSTEM ULTIMATE IT7T3.Rf LI.4/^�7w CAPACITY J r {/F {Y4/T iS 3`� /�y +� #�+ ry,,� + b.5TAPLE5 AJz IE+BASe x RE AND HAVE A MINIM,M TJIfrINC,H ON VIANETER GROWN WIDTH. THAN 1,500 POUNDS, LO1"i""V'4..L 1 A6 �I�1 IN EXEMPT 1" . . ., . . c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INO-ES ON CENTER AT ALL SUPPORT'S KIM SPANS ARE Oda INGI-E'S OR 0REATER . ' d,ra^-11 r� e'Y'd-rmT OR 4�-FOOT DY 44WOT PAN--5 SHALL M AP PLI1P VMTi6ALLY. . e.SPACING oP FA57ENETRS Nor INGL1J1aED IN THIS TADLE 5F1AI_L eASEA c»r TAHLE R6as.5 W. 'i B� I: MIriIMI.7M INSUt.ATIOFt THICKNESS FOR GIRGULATIt HC3T WrhTEE P1PE5 "I I F_W-IrRE 7HE ULTIMATE DESIGN WND SPEED I5 130 MPH OR Lam,NAILS FOR ATTAr.HIN5 Wnoo STRUG711RAL FA,W ROOF 5kEATHINB To BASLE END WALL rRAMINO 5 ALL BE BFAC,W 6 INCHES ON WNTER,H-CRE T+C A.TIMATE DEVON WIND 5PEED 15 BREATER THAN Ira MPH, NOTE, ... NAILS FOR ATTAGHINiS PANEL ROOF SHFf+TH1NF TO INTERi-TDIATE SlJPPOR7S SHALL BE BE SPACED 6 INCHES ON LENTER FOR MINIMUM 420 INSULATION THIGKNE55 IN INGHErS BY PIPE SIZES -THE FLUMOIN57 SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENT5 OF CHAPTERS 25"32 OF • : .0 < RISTANGE PROM RIPOL-2,EAv'E5 MNP OA LLE EfO WALLS;AND 4 INCHES ON C• 14TER TO GA _E�WALL MWNO. }f CHAPTER p #� /� ,. 6YP91JM SHEATHING SHALL CONFORM TO ASTM C 1546 AND sllAu.6D INSTALLED IN ACGORDANGE YrlTli 6A 755.FIBERBOARD 3HEA7HIN5 HEAT ? HATER NON-ISI 71 RUNClTS GiRCCJLATINcS MAINS AND RUNtxJTSCJt�1DATI �15T T �` E5I PR � ID `HILL GaNFc�RtM TrsASTM G 2r�. 11 THE 2DI INTERNATIONAL- RESIDENTIAL GCTE. h.SPALING O■rAST 3 ON 11LOOR 5W_A7iiIN5 ED6eS APPI_lIES TO PANEL EMSE5 gl PPORTED BY#°RAMINS t, t AND RJ5WIRED TEMPERATURE '� -THE MECHANICAL SYSTEMS 5114A LL BE INSTALLED IN ACCORDANCE AITH THE R CUIR ENTS OF CHAPTERS I2-23 �:F $ �'I1�. ��LI+1 �F ��1�1TD"F" t'-��,�' �. ,ArNTD���*' +I� t�I "I�.'•"`.�+. � WIFOTE ANP rR FLOOR PERJMETER5 G>nLY,'IlMD N6 OF C.BLO FASTENERS ON ROOF SHEATHING PANEL THINL5 APPLIES C PANEL.Ja7'GL'� 9lJPP07RT�D BY T`RJhMIMId MI:t9 AND R6fa�11R>rD 6LaP.lGINB.l9LOGKJNGI oP ROOF aR FJ.ODR 3ri[SATHINe T'AN3.�tarli°3 F19SPENDIGULAR TD 11,7011160 G5 1.Q I.5 2.01 THE 2CyI5 INTERNATFC)NAL RESIC?ENTIAE. CODE. PER '�1t �lA,�,E + ". C...CDI�iTRATR TO CONSULT Et*ICIER I1= . IF1✓ i�lT TWESLIFrR v eIt'1 RAMnN�tMEM�+aRs OR ROV1SOLIV aL�rr IN EXcOIr AS RE1n�v MY OTH�t PROVISIONS of THIS CODE.FLoolk Pry NSA SHALL� I�.„IbC� ts�� O.� I,G7 I� -THE FLIEL OAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE AI TH THE REOU REt'-IENT5 OF CHAPTER 24 OF THE IIw T I 'S ,ARE POI.�'`�I0. Cr"�I''�I EXCAVATION R TEST HOLE, F ► I WHERE ARAFTER IS FtsrEM�o TO AN ADJALENi PARALLEL GEILINS JOIST nN ALGORDANGE WITH THIS SGHEDIJI ,PROVIDE TAO TOE MrAILS 2UI5 INTERNATIONAL RESIDENTIAL GC7tE. ON ONE 51M OP 7+e RA1=TE'R AND Tot NAIL5 PROM THE GEILINL9 J715T TO TOP PLATE IN AGGDTRDMJG WITH THIS 5Gt 7IA .THE Tf7E NAIL THE OPPOSITE SIDE OF THE RATER SHALL WT BE RBMI RSD.