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HomeMy WebLinkAbout43905-Z TOWN OF SOUTHOLD o�g�FFot,r�oG BUILDING'DEPARTMENT:.. TOWN CLERK'S.OFFICE SOUTHOLD,,NY BUILDING PERMIT (THIS.PEFWIT MUST BE KEPT.ON THE.PREMISES WITH ONE--SET OF APPROVED PLANS AND:SPECIFICATIONS, .UNTIL FULL COMPLETION OF THE WORK.AUTHORIZED):. --Permit.#: 43905 Date: 6/26/2019 Permission is-hereby.granted:to: Pizarro,.Anna 85. N 3rd.St Apt 212 Brooklyn, NY• 11249 . . .. . . . To:.. . construct add itions.And alterations to:existing single-family dwelI!ng..as.applied:for. . . . . . . . . . . . . At premises located at: 32800'Route:25, Orient,: SCTM.# 473889 Sec/Block/Lot# 19A-14.4 Pursuant to application dated 6/20/2019. . and approved by the Building Inspector. w. To expire on 12125/2020� Fees: SINGLE FAMILY DWELLING ADDITION OR ALTERATION $252.40 CO -ADDITION TO DWELLING $50.00 Total: $302.40 Building. ,nspector 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: lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property 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. lication and consent to inspect signed by the applica nt.l;�aC� denied,the Building Inspector shall s Certificate of occupancy is 2. A properly completed app o tat the reasons therefor in writing PP C. Feesdwelling 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations l a ation$50.0Ot Businesses 50.00 00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory g 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$15.00 Date. I New Construction: Old or Pre-existing Building: (check one) 13 � YelO H,41 vJ (L O Y21 �►J fi Location of Property: Street Hamlet House No. Owner or Owners of Property: 17 Block Lot Suffolk County Tax Map No 1000,Section � `f' I Subdivision Filed Map. Lot: Permit No. 3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec o ) Fee Submitted:$ C50 pplicant Signature FIELD INSPECTIOI, CRT DATE COMMENTS FOUNDATION (1ST) o � ...................................... 'FOUNDATION (2ND) CIO C ROUGH FRAMING& PLUMBING �y INSULATION PER N.Y; y STATE ENERGY CODE t FINAL ADDITIONAL, 0 ENTS CD tAL/ cv vH o J rn a � z d .y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building'Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ? Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees �_n C.O.Application Flood Permit Examined 20 (� Separate � , � 1 G� �' Single ge& Q 2p19 Truss Identification Form Storm-Water Assessment Form -�� �r�,, Contact: Tt Approved 201t ^`S'},�rV, O 'Mail to: Disapproved a/c �O�F, Phone: Expiration 20jdD Building nspector APPLICATION FOR BUILDING PERMIT Date © I , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship-id 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. (Signature of applicant•or,name,if a corporation) (Mailing,address of applicant) State whether applicant is owner,,lessee, ag t, architect, en g,Weer, general contractor, electrician, plumber or builder Name of owner of premises �N l 6 0 COL-1 T&N f L 0 (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 f land on whitI'proposed work will be done• r32 r00 HA I House Number Street ; Hamlet County Tax,Map No. 1000 Section Block = � r,., Lot i Subdivision. Filed Map No. Lot i 2. State existing use,and occupancy of prSP/ ises an intended use and occupancy of proposed construction: i a. Existing use and occupancy / llij L b. Intended use and occupancy _ (^/ 3. Nature of work(check which applicable): New Building Addition ✓ Alteration L�-- _ Repair Removal Demolition, ` Other Work i (Description) 4. Estimated Cost Fee f i (W." n (To b6 aid 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 ext6ht,.of each type of use. 7. Dimensions of existing structures, if any: Front Rear 4 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories . 8. Dimensions of entire new construction: Front Rear Depth Height S7 a i!' C�" , , ,DI•almber 'f St S 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which,premises are situated �© 12. Does proposed construction violate any zoning law, ordinance or•regulation? YES No 13. Will lot be re-graded? YES NO,Will exces fill'be removed from premises?YES X NO 14. Names of Owner of premises 07-4d2gO Address Phone No. �/ 7 7"-OO 57 Name of Architect_ 5 G 6ZA l T z - ' Address Phone No 73 Y YzEr Name of Contractor P12/aJDC-6- Address Phone No. - 15 a. Is this.property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B REQUIRED.. b. Is this property within 300 feet of a tidal wetland? * YES NON, * 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SU 'a IL A-4"f)e w C r� 4 tz �Z— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing con?)) )above named, (S)He is the `G (Contractor,Agent,torpor to 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 ol0 day of I)vy ,, 20�_ otary Public TRAGEY L: DWYER NOTARY PUBLIC,STATE OF NEW YORK - Signature of Applicant NO:01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2220— Scott A. Russell ,��`'� STORIAWATIE]k SUPMVISOR � � MANAGEMENT WUMOM TOWN HAIL-P.O.sex U" &U%MamRoad-SouaaoM,MwYORac 7!M Town of Southold CHAPTER 236 - STORNMATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT EVV®LVE ANY OF THE FOLLOWING Yes o (CHECK AL L THAT AMMID ❑ A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. 1 ❑ B. Excavation or filling involving more than 200 cubic yards of material I within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted - on-FlI3-M-Map of any watercourse..... . . .. . .. .. 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 aid of the questions above,STOP! Complete the Applicaa setdlon below with yrattr Name, SIgnature,Contact InformaUm,Date& tminty Tax Map Number! Chapter 236 does not apply to yolar p vjceL If you answered YES_to one or more of the above,please snbmdt Two copies of a Storinwatea Management Control Plan and a completed Gheck Dist Form to the Saftding Department wiitt jar Swtdfng Permit Application. AP Pt iCANT: alt�Owens,Design P-festonak Agent.Contcectcc otter's S_C.T.M. $: I ODO I NAME �r� ? Ot 1 14� I �r sin Block Lot FOR BUILDING DEPARTMENT USE ONLY"", , Contact llfw mtioli ��7 - - - - - - - - - - - - - - Reviewed By: — — — — 7 Date: Property Address l Location of Construction Work — — — — — — - -- — -- — pproved—for—process- -,wz Building Permit. &V A Stormwater Management Control Plan Not Required. �� ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review-) FORM SMCP-TOS MAY 2014 i Town Hail Annex � ; Telephone(631-1802 54375 Main Road o I Fax(631)734-9502 P.O.Box 1179 cis Southold, NY 11971-0959 , BCdILD1NG. DEPARTMENT NOTICE OF UTILIZATION•OF_TRUSS-TY,RE Ct]�NSTRU-W- N. PRE-EN NEERED WOOD-CONSTROCTIOTf AiVb10R-T[ BER CONSTRUCTION- Date: 0�P I lloP4 Owner._ r •,, ems_ a'• r Location of Property- `''s • = :;. l.' _ • ,fit. j; s . . .a-:� -�::�r, ..�-.�-r.- . Please take notice that the(cfiedkne): New residential sb.0 Addition to eAstifWr6pidential structirre A rehabilitation to ate xisttr�g.residq*z sf :r , x s to be constructed or performed at If sty i *Me above will utilize (check applicable line): : Truss type consinfibi Pre-engineered vwoqd c r '(��"j�: f"• - Timber construction in the following location(s)(check applicable line): Floor framing, including ibi"tdbr:$— d.. (F)_- Roof Floor an of-framing,(FR1-- Signature: Name (persdn.s.�,abmitting•this forml: Capacity(check applicable line): Owner _ Owner representative TrussResReg15.docx Effective 1112015 N SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000 19-01-14-i y- SCALE: 1'=50' to? IANUARY 7, 2005 f$� . o ° - >Q8. z . z m FR. GAIN hv D 1X 2 ow 2 'e7v m 3e , kf . •. A t/av PlAr IAj0.( .c Qj ,jT D I 4oEmTl CER77RED TO. STG ASSOCIATES, INC. RDEUTY NA77ONAL 777LE INSURANCE COMPANY of NEW y S7FVE CALABRIA y� -ME r� -Pf. �o AREA=84,242 SO. FT. G 9618 ANY AL7ERA770N OR A00I77ON TO THIS SURVEY IS A NOLA710N ECONdIC bSOPVEYORS, OF SEC770N 72090F THE NEW YORK STATE EDUCA770N LAW. (6-JI) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC770N 7209-SUBDIVISION 2- ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 7230 TRAVELER STREET o A4_r�GU8 p ;NOSE SIGNATURE APPEARS HEREON. S0U7H0LD, N.Y. 11971 REVISIONS: 5/19/19 Added Shwr oofO.H. REScheck Software Version 4.6.5 5/27/19 ddedFDN Ian Compliance Certificate 6/5/19 Shower howerd ' 6/18/19 Permit Set o ° Project Standfield & Pizarro Residence 0 0 °qp0 Energy Code: 2015 IECC APPROV D AS NOTED ° Q°°� ° ° °Q ° °° DATE:a/ B.P.# ° ° a ° °o° 0 ° o ° °oo ° o °° Southold, New York Location: 0 0 0 0 o c Construction Type: ° ° 0 0 0 0 0 0 0 0 0 JType: YP New Constructiono ° 0 0 4 0 0 0 ° 0 °¢ 0 0 Project 0 4 p 0 ° 00 Q °° o Conditioned Floor Area: 0 ft2 E: BY: o o �' Glazing Area ga/o NOTIFY' BUILDING DEPARTM T AT g o° ° Q°o° °°°Q p °o Q Climate Zone: 4 (5572 HDD) 765-18C12 8 AM TO 4 PM FOR THE 0 0° o ° 00° Permit Date: 44 0 G?Q FOLLOWING INSPECTIONS: 10 0 0 ° 0 0 o ° ° 1. FOUNDATION - TWO REQUIRED o ° °cc;;, ° CID Number: , Q ° ° =° °Y o o0. a o 04 Construction Site: Owner/Agent: Designer/Contractor: OR POURED CONCRETE o 2. ROUGH - FRAMING & PLUMBING o 3. INSULATION o o CP Q - - -_ 0 n Rd Orient,32800 Main ° 4. FINAL - CONSTRUCTION MUST °405 - - - 0 BE COMPLETE FOR C.O. T Compliance: Better Than Code a Maximum UA: 6 Your UA: 6� Y Maximum 5 ALL CONSTRUCTION SHALL MEET THE 1 - --- HGC: 0.40 YourSHGC: 0.34 e4 Q O REQUIREMENTS OF THE CODES OF NEW The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. _ -- It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. _-____ YORK STATE. NOT RESPONSIBLE FOR � ° - o° 01%0 . _ E v to Assemblie DESIGN OR CONSTRUCTION ERRORS. 0 °O o �, --_ _ ___ ____ -11 e pe s rA S7 O ° 4� c. o 0 --- --- --- - --- - - -- - 0O . 04 ° o _ o. 0 4 0 0 °. A° �tY a0 0 - o ° •c 0°c G? o w 0 0 0 I Q o ^�O 4 ° 0q ° o o ° ° o ° Wall 1:Wood Frame,16"D.C. 73 19.0 0.0 0.060 4 °e ° ° ° ° ° O o o° po 0 0 ° op ° - _ - - --_- - --__ - °0 0 0 oq 0,0 CJ . ...� Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.320 1 W COMPLY WITH ALL CODES O% o ° ° ° ° SHGC:0.34 a Q) Q ° ° c q , Cq Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 21 21.0 0.0 0.044 1 � 1- 4 NEW YORK STATE & TOWN C ° ° --- - - - --- � � � AS REQUIRED AND CONIDIT!ONS G 000 1� ° Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Q� \I(In[IT ni0 ° ° _-_ _ _- ° ° 0" „\ `,� / calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in /� O _ A , p o _ -- o / REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. h�l S-Cl I �' 1NG BOAR'' -- rtUL_- I ar °- q ;..4O � ° Name-Title Signature Date _ IT TEES x / .r 0 U ��/ 44 CUPANCY OR Q P UM BER \ - C E o RTIFICATION USE IS UNLAWFUL _ ON LEAD CONTENT BEFORE ' �`�.�/ � ��� \: ILLUI i I ( 1 1\ / WITHOUT CERTIFICATE CERTIFICATE OFOCCUPANOY \ � _\ f Project Title:Standfield&Pizarro Residence - \ �\ - I� \ / Report date: 06/18/19 fi/ t - \ Data filename:C:\PROJECTS-2NMKS Architect\MKS O419 060 32800MainRd\Stanfield.rck Pagel of 1 OF OCCUPANCY SOLDER USED/N WATER _ _ � �I l- _ _ _ _ y I'v x \ SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD, LLU RETAIN STORM WATER RUNOFF _ - ' y�'� PURSUANT TO CHAPTER 236 \I r OF THE TOWN CODE. 4 11M� NGn; 7LLUI \ I ALL-PLUMBING WASTE ,i: N11ATER LINES NEED ,Tl Tll'G,BEFORF.COVERING / W ELECTRICAL - 2 . i INSPECTION REQUIRE® L LLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL - _ LLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL L_L- - - - 00 TRUSS PLACAR-1:^fG(1EQUIRSD STANFIELD pIZARR0 RESIDENCE � M CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE: .� OCCUPANCY: Residential Single Family Detached ZONING: Residential "R-60" 1, Calculations are valid up to 5099 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: 2016 NYS Supplement to the Uniform Code,the 2015 International Energy CODE REFERENCES: LIST OF DRAWINGS REFERENCE STANDARDS: Dimensional Regulations: 2. Certified conformance for Zone 11B. Conservation Code(IECC),the 2016 NYS Supplement+o the Energy Code, 1. All work shall conform to the requirements of the New York State Building Code; -- all work shall also conform to the requirements of any other Codes and authorities -FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles Al GENERAL NOTES/CODE REFERENCES/E-GALES International Residen+al Building Code(2015) Percent of Lot Occupancy: .20(max) the 2015 Wood Frame Construction Manual(WFCM 2015), NFPA standard R401.4, R401.4.1, R402.2,R404.1 AND R408.1 THRU 408.3 � EXISTING PLAN�ELEVATIONS/PROPOSED DECK PLANS Wood Frame Construction Manual AF PA(2015) Height: 35'-0" 3. Wood framed floors,walls and ceilings shall have an approved 70, "the National Electric Code",and the Zoning Code of the Town of Southold having jurisdiction.The Contractor shall obtain and arrange for all required permits, inspection, certificates and tests. A3 PROPOSED PLAN$ ELEVATIONS/SECTION/SCHEDULES PLUMBING RISER Climate Zone: 5 Min. Lot: 175- 00 Sq Ft vapor barrier r"side rating of 1.0 perm) installed on the ASPHALT ROOF SHINGLE NOTES ANCHOR BOLT SIZE AND SPACING: 5/8"rd Q 36"O.C. A4 NAILING SCHEDULE AND CONNECTOR DETAILS r Degree Days:5750 Width: sol-O" "warm In winter"side of thermal insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F, bearing capacity; M N E 0 Front: 60'-O" 1. Asphalt roof shingles shall have self-sealing sups or shall be contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST DECAY: Refer to Section R319 �DESIGN LOADS: v } Side 1: Min Side yard of 20'-O" 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 BUILDING PLAN REVIEW NOTE: o ;:;, 421 Roof: 20 psf ground snow,load Side Total: 45'-0" rating of 0.3 CFM per square foot of window area. Swinging or D-346, Installed In accordance with sect. r 905.2 3. Concrete has been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 Town of Southold Plans Examiner shall review the enclosed document for minimum = a;-, � $ :4 Basic Wind Speed:130 mph Rear: 75'-0" doors shall have a max. air infiltration rate of 0.5 CFM per acceptable plan submittal requirements of the Town of Southold as s °-' v ¢ " Uplift:31 psf Requirements for Structural Concrete",All concrete work shall conform to specified In the � � � o � P P square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, FLOOR SYSTEM: Shall comply Building and/or Residential Code of the State of New York. This review does not Dead Loads:10 psf requirements and recommendations of ACI-301-16 "Specifications for Structural p y with Chaper 5 u„ stainless, aluminum, or copper roofing nails. Fasteners shall beguarantee compliance with that code. That responsibility is guaranteed under the seal o tv tn ,2 5. Skylight shafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient Concrete for Buildings"(fc"=3000 psi);All exposed slabs, and steps shall be g g g 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-615 Grade WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, and signature of the State of New York licensed design professional of record. That � ba " Tcly R301.4 length to penetrate through the roofing materials and the sheathing. 60 R602.10.10, R613.2,AND R613.3 seal and signature has been Interpreted as an attestation that to the best of the ° 3 Minimum Uniforrrly Distributed Live Loads 6. Garages-front, sides, doors,interior shall have max. U-.40 licensees belief and Information,the work in the document Is: u M .Ln .� (in Pounds per Square Foot) 3,Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2(Fb=850 psi); provide(2)2 x 8 WINDOW ANCHORAGE: Shall comply with Section R6135 'Accurate , ^ 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. rnrr v Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated header over all wall openings, unless otherwise noted. 'Conforms with governing codes applicable at the time of submission N v WINDOW MULLIONS:Shall comply with Section R613.6 Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 5. Micro-lam girders(ML)shall be laminated veneer lumber with E-2 000 000 'Conforms with reasonable standards of practice and with the view to the ,0 W Decks 60 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, �+PSI. Fb= 2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. safeguard of life, health, property, and public welfare is the responsibility Passenger Vehicle Garages 50 fasteners per individual shingle. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment 8.The Contractor shall submit the design, size and type of 6. Double frame around all openings, under parallel walls and under bathtubs. Provide and Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or of the licensee. Attic without storage 10 mechanical systems which will be used, in sufficient detail,as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. Shingles. Attic with storage 20 required by the Building Department. shingle where the eave is 20 feet or higher above grade or where the base wind speed is 120 mph or greater. 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M" FOAM SIDING BACKER BOARD: Shall comply with R314.2.5 Rooms other than sleeping rooms 40 9.All thermostats shalt be adjustable from 55 degrees to Sleeping Rooms 30 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the AISG"Specifications for ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and Stairs 40 Desi n AFPA/WFCM 2001 Refer to Rafter Span Tables R602,5.10)and(2). I--' Fabrication and Erection of Structural Steel for Buildin s Steel shall O 10.All ducts and pipes shall be Insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Buildings". conform to ASTM a-572(GRADE 50)and A-501, ROOF ASSEMBLIES: Shall comply with Section R902, R903 and R904. � Guards and handrails 200 1. Any glazing in any door type. DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. 9. All electrical work shall conform to local NEC and Underwriters Laboratory Rafters with no finished ceiling attached:L/180 12.All cellar and/or basement doors shall be insulated. 2. Glazing in any walls enclosing a shower,tub, a sauna or steam room". requirements. ROOF SLOPE: Shall comply with Section P905.2.2 Floors: L/360 N 13.The Engineer certifies that to the best of his knowledge, 3. Any windows within 24"of a door". 10. Pre-fabricated fireplaces and flues shall be ILL approved. ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) P Belief,and professional judgement that the plans are in fasteners per strip shingle or(2)fasteners per Individual shingle(R905.2.6) 'WINDOW NOTE FOR LOCATIONS WITHIN compliance with the Energy Conservation Construction Code 4• Any individual pane of glass with an area greater than 9.0 sq. ft.where the 11. Install smoke detectors and carbon monoxide detectors In accordance with all ONE MILE OF SHORELINE of New York State. (August,2007) bottom is less than 18"above the adjacent finish floor within 36"of the window. state and local code requirements. INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-density requirements of Section R315. U All new windows and glass doors shall meet the requirements of 12.The Contractor shall verify all existing U) 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-O"of the water". fy g conditions before starting construction and the large missile test of ASTM 1936 and or ASTM E 1986 INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section OR shall notify the engineer of any ambiguities or discrepancies before proceeding with P M�N �� 6. Glazing in stairways and landings within 3'-O" horizontally of a walking surface'". the work. If any questions arise before or during construction as to the intent or R316, r Q The contractor shall provide re-cut plywood panels to cover contractor the �e^•�,�r8 �N P P s P P at 734-4185 for�clarification and/orainstrluc+on lfhthe contractorrk cfals to GYPSUM BOARD: Shall conform+o Section R702.3. �C the glazed openings shall pre-drill edges at 12"o.c.to accept "`THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE ( ) 2-1/2" #8 wood screws and provide adequate number of screws GLASS IS MORE THA GO"ABOVE THE FLOOR, follow the above procedure, he shall assume all responsibility for the MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: for fastening. consequences of his actions and/or decisions. Refer to Section R307. tY a CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) 13.The owner shall arrange for supervision of the construction work to ensure compliance with the contract documents. STAIR LANDING:Shall comply with section R311.5.4 `l/ `�S NI n�� WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER ICE BARRIER MEAN STAIRWAY: Shall comply with Section R311.5 b G3��y5 SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT FLOOD AIR FREEZING 14. When using ACQ pressure treated lumber all nails, screws, sill plates and wind Py SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX ANNUAL straps must be hot dipped galvanized or stainless steel fasteners. HANDRAILS: Shall comply with Section R311.5.6 DRAWN: JM/MS CATEGORY TEMP REQUIRED TEMP SCALE: AS NOTED 13.Per r302.13 code, new floor oists at basements only 165/ z MPH °F °F j ' y(not crawl unless PROVIDE TRUSS SIGN IN ACCORDANCE WITH JOB#: using 2x dimensional lumber or microlom joists,1/2"sheetrack must be installed on 20 130 YES NO NO B SEVERE 3_0 MODERAHEATE TO 11 YES NO 452 52.70 underside of joists(wood-i joists or steel joists).TJI flak jacket to be used in PART 1265 OF NYS CODE SHEET NUMBER: place of standard TJI wood-is for exception to code requirement(no sheetrock). SCTM# 1000-15-1-14.4 A- REVISIONS: 5/19/19 Added Shwr Roof O.H. 5/27/19 Added FDN Plan 6/5/19 Enlarged ----------- - TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISTS(DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF,SNOW LOAD< Shower ------- -- -- - -- ----- - 40 PSF) 6/18/19 Permit Set JOIST SPAN ---- --- - CONNECTION DETAILS G'AND LESS 6-1"TO 8' 8'-1"TO 10' 1 10-1"TO 12 1 12'-1"TO 14' 14'-l"TO 16 10'-1"TO 18' ON-CENTER SPACING TO FASTENERS ---____ - - Y2"0 LAG SCREWS WITH Y2" 30 23 18 15 13 11 10 MAXIMUM SHEATHING(c,d) Y2'0 BOLT WITH Y" MAXIMUM 35 36 34 29 24 21 19 SHEATHING(d) y"0 BOLT WITH 1" MAXIMUM SHEATHING(e) 36 36 29 24 21 18 16 TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS -- -- - - - - -- -- - - - - - - - - ----- MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING ------ ---- -- LEDGER 21NCHE5 3/4 INCH 2 INCHES 15/8 INCHES END JOIST %4'INCHES 2 INCHES 2 INCHES 15/8"INCHES N AREA OF PROPOSED WORK a, Ledgers shall be flashed in accordance with Section R703.4 to Q prevent water from contacting the house band joist. -+ c? _———————— b. Snow load shall not be assumed to act concurrently with the live p --- -- - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - -�/ -- - - - \� load. w '—' •� O -- -- _ - - - - - -- - - - - -- - -- - - - - - - -- - - -- - - - - - - -- - - - - —� the g screw shallfuyextendbeyond theinsidefaceof I c The tip of th a IIC� � •}, I I the band joist. I I d. Sheathing shall be wood structural panel or solid sawn lumber O W I I e. Sheathing shall be permitted to be wood structural panel, gypsum I 1 I I board, fiberboard, lumber or foam sheathing. Up to /:2inch thickness of I I stacked washers shall be permitted to substitute for up to X" of I I allowable sheathing thickness where combined with wood structural ~I I panel or lumber sheathing. W -4 U EXISTING COVERED I I ENTRY POST CAP I I TOP RAIL O •r-+ I i 4 X 4 WOOD POST @ 48" W Q I I Z O I I DECKING a SIMPSON H-3 HURRICANE EXISTING LEFT SIDE ELEVATION EXISTING REAR ELEVATION �� /� CLIPS @ 16"O.G. 2 Scale:1/4"=1'-0" 3 Scale:1/4"=l'-O" _----___ - -� P.T. DECK JOIST N 0 THRU-BOLT @ 16"O.C. (� DBL DECK JOIST AT POST AC6 EACH SIDE •r+ V1 6 X 6 POST(HEIGHT VARIES) SIMPSON PB66 POST BASE LINE OF STEPS TO GRADE LINE OF DECK ABOVE •� $..i N .�.� I I i •�� 12"TIJ X 36"DEEP P.C. I - - ,-- •,•.,r• •Ya FOOTING(TYP.3 -all - - - 00 LOCATIONS) S212X8A_G_94 2)2XBA_CQ GIRDER GIRDER j < j I � III U � � 2 X 6 ACQ LEDGER BOARD i Q O i i i i O DECK —I BOLTED TO HOUSE WITH/2'0 I , � � I I � / ,. ECK / JOIST CONNECTION DETAIL �-1 BOLTS @ 16"O.C. (STAGGERED) I x i i I i 235 # FIBERGLA55 ROOF SHINGLES `-' Scale: NTS 15# FELT 1/2" COX PLYWOOD SHEATHING PORCH -------- o o ----- /, 2 X 6 ROOF RAFTERS @ 16" O.0 ROOF OVERHANG % 2 X 6 RIDGE Area:19 9q Ft LINE OF OUTDOOR N iv Ceiling Height (2)2 X 6 AT ENDS o SHOWER WALLS ABOVE cn 4 v � KITCHEN Y2'SHEATHING a1 17-7'X 14'-4"IRR / O Area:208 Sq Ft SUPPORT BRACKET SIDING O rn v Ceiling Height p OUTDOOR SHOWER j p; C1 BATi379.1 M FLASHING FOR WATER TIGHTNESS C 7-2R O O TOP BOTTOM RAILS o 00 •• t j 5/4"DECKINGo �, Creang Height O O BAULSTERS Z •g � 4 � ---------------- PROPOSED FOUNDATION PLAN @ DECK lq EXISTING LINE OF HOUSE +� ,q 4 54"X 6" DECKING Scale:1/4"=1'-O" / '-' X L F9 i — v � RAIL POST % N o w LIVING ROOM 11'-1"x 18'-1r'IRR ACC STEPS TO GRADE FLOOR JOIST DECK JOIST Area:205.5 Sq Ft 2 X 6 ACQ LEDGER BOARD APPROVED JOIST HANGERS Cell;ng Height GRADE 7/>- BOLTED TO HOUSE WITH Y2"TI1 A FULLY THREADED %"0 LAG RAIL POST BOLTS @ 16"O.C. (STAGGERED) SCREW PREDRILLED W/MIN 3" LEDGER WITH FASTENERS IN �:,' •.�; <%�; PENETRATION TO CENTER OF ACCORDANCE WITH TABLE R507.2 5/4"X 6"TREK DECKINGiy I%:, r 2 X 6 ACQ DJ @ 16" O.C. Cn ATTACHED IN A w O \ TOP PLATE, STUDS,OR HEADERENE, W DIAGONAL PATTERN N iYl �\ I (2)2 X 8 ACQ GIRDER A FULLY TREADED "171 LAG SCREW F-+ "' �' HOLD-DOWN DEVICE SIMPSON DTT1Z AT 4 PREDRILLED W/MIN 3" PENETRATION 1 12"PJ X 36" DEEP P.C. FOOTING LOCATIONS. EVENLY DISTRIBUTED ALONG TO CETER OF TOP PLATE, STUDS, OR U 2 X 6 ACQ DJ @ 15"O.C. "'�%%`%i`ii (@ 3 LOCATIONS) HEADER. 0 F- 12" DECK AND ONE WITHIN 24"OF EACH END OF EXISTING PARTIAL 1st FLOOR PLAN THE LEDGER. HOLD-DOWN DEVICES SHALL � O3'-O" HIGH RAILING ' j j PROPOSED SECTION �B� MAN FACTURER.FULLY ENGAGE DECK JOIST PER HOLD-DOWN Scale:1/4"=1'-O" I j I�, Scale:1/4'=1'-0" ,`BRED A,'? N LINE OF EXISTING STEPS /� / ' PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 5 ti TO BE REMOVED / I (�� EVIN SC �i 6'-O" HIGH 2 X 4 7` I I�,I t • � ACQ STUD WALL * , ; ' = �N U 6 6' 4" I , it "8� / 4" W/CEDAR SHAKE w U)/ J. SIDING TO MATCH N Z ►U � x a�� NOTE: STAGGER �� 0 33g p� 0 THIS DETAIL IS APPLICABLE WHERE Z_ FASTENERS IN FLOOR JOISTS ARE PARALLEL TO 2 ROWS OF NE 7-0" DECK JOISTS 5.5" MIN FOR 2"X 8" 6.5" MIN FOR 2"X 10" 5 PROPOSED DECK PLAN 2 x 6 x 6 + 7.5" MIN FOR 2"x 12" .0 - @ 16"O.0 @ 16"O DISTANCE SHALL BE PERMITTED TO BE �q 0 kq 2"MIN X l9 tb X REDUCED TO 45' IF LAG SCREWS ARE NIP N X �_ N LEDGER m�� USED OR BOLT SPACING IS REDUCED LAG SCREW OR BOLT TO THAT OF LAG SCREWS TO ATTACH DRAWN: JM/MS 2 X 8 LEDGER TO 2 X 8 BAND JOISTS. SCALE: AS NOTED PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS JOB#: PROPOSED ROOF PLAN SHEET NUMBER: 6 Scale:1/4"=1'-0" REVISIONS: 5/19/19 'Added Shwr Roof O.H. --- — - -- - — 5/27/19 Added FDN — -- Plan --_-- --- — - -- 6/5/19 nlarged Shower - _ - 6/18/19 Permit Set 0 EI -- - I I H -LLLLI[-i �T ENCLOSE EXISTING ENTRY I j -- ----- PORCH 1 U LLU — - 11-LLLLLi ILL CROSS BRACING O 3 ROOF OVERHANG OVER O •U ct c ROOF OVERHANG 1. 4' 8" / \ L - SUPPORT BRACKET / \ I -LILL _ SHOWER UNIT III � � � TOP OF DECK CA � w Q� OUTDOOR SHOWER i 1 II , � .� H ^ \ ILL PLATFORM v!I LIU LLLLL-L 71 F I ENCLOSE EXISTING ENTRY W ^' 1 PORCH a NEW STEPS AND - - - - - - - - - - - - — _ IJ_1_11 ,.� a, RAILING �/� x , - _ - r•-•+ Q U EXISTING WINDOW TO BE REMOVED, NEW �j a FRAMED LATTICE SKIRTING WINDOW ADDED PROPOSED REAR ELEVATION I I I I I I NEW STEPS AND RAILING - I I I I ( I 1 PROPOSED LEFT -SIDE ELEVATION Scale:1/4" 1'-O" L J L J L J N U LINE OF STEPS TO GRADE '� ANS ----- ----------------FOR DECK PL LINE OF DECK ABOVE \ h-�-I �SECTION SEE j---- ---- --------------------I NEW STEPS O SHEET A2 3'-O•HIGH RAILING U Ct ^ I I _______ i I LINE OF PROPOSED ROOF C� I ► I OVERHANG ABOVE 7-0" �••� _______ ______________________ i EXISTING BILCO DOORS WIDE X 3-6-DEEP) Z ro'-O"HIGH 2 X 4 AGO STUD 0 I ------ ----------------------�-1 I DIAGONAL DECKING O ►- WALLS WITH SIDING TO MATCH O NCH 00 EXISTING CONCRETE I n i I STEPS TO BE REMOVED o X 16" LONG ANCHOR I i i i I I I EXISTING WINDOW 7' 4� 1 ' 011 DO tb EXISTING BOLT51'-O" FROM CORNERS I 4'-9"t NEW I I I I I 10 G / HOWER - f BILCO I I I I I TO BE REMOVED - - - " /—�4��'-�'-6— N HOWE DOORS AND 45"O.0 MAX TYP I I I I /- - - / ( ) \\ FDN WALL i i NICHE SHELF @ 5' /3'-6 1'- / 03 c� Area 26 Sq Ft NIT EXISTING ROOF RAFTERS --- BATHROOM SIDE / / / /,4'�" NEW A31 WINDOW HIGH IN WALL J 1 �� A _ _ _ _ _ EXISTING CEILING JOISTS#5 DOWELS @ 12"O.C.V. EXISTING WALLS TO BE REMOVED Z � o 0 0 Z Q I p (DRILL EPDXY 6" INTO m 6`� ------ OO ------- +� 3 I iC� EXISTING CONCRETE) NEW 2 X 4 STUD WALLS _6° z I I m xp _ @� ACCESS PANEL NICHE T-s- TOILET TO BE REMOVED ti Z — �� KITCHEN p 4 � o 8"CONC. FOUNDATION NEW LAV LOCATION - N iv l7-T'x i4'-4'IRR °` 01 $" 4-1 g" D2 Qj 3 Area:208 Sq Ft x .-. v WALL ON 8"X 16" P.G. lD _1 � o M FOOTING @ 36" BELOW LAV TO BE REMOVED ( CLOSET Ceiling Height pa cN p GRADE NEW TOILET LOCATION BAT c} x o PROPOSED PARTIAL FOUNDATION PLAN 4" o o 3 h o o EXISTING EXTERIOR WALL #5 DOWELS @ 12"O.C.V. 2 X 5-2 p o0 (DRILL EPDXY ro" INTO Scale:1/4"=1'-O" ea:37 Sq Ft - E (STING CONCRETE) - _ `t _________ OF HOUSE � ------- c HOwE EXISTING PROPOSED CLOSET DOOR M s " t\ � FLOOR JOISTS PROPOSED BATHROOM DOOR rn , 4" THRU VENT-� LIVING ROOM 11'-1,x 1e-i,"IRz / .0 w Area:2055 St Ft \ I / SIDING TO MATCH celrng Helga, ITCH N \\ FELT TABLE P3201.7 SIZE OF I // 1 2#COX PLYWOOD SHEATHING TRAPS AND TRAP ARMS 2 X 4 STUDS @ 16" O.C. FOR PLUMBING FIXTURES 4"5 F 2V' SPRAY FOAM INSUL (CLOSED CELL) 37 R6.5 = R-1-9 PLUMBING TRAP SIZE 1Y2" 2" 1Y�" _ _ _ _ / I 1/2" GYPSUM BOARD @ WALLS W FIXTURES MINIMUM (INCHES) I I \\ (2) 2 X 4 TOP PLATE U 1Y BATHTUB(WITH 2 X 4 SOLE PLATE PROPOSED PARtIAL 1st FLOOR PLAN EXISTING OF WITHOUT 1 Y=" 2" SHOWER HEAD V• AND/OR 1 1/2 I I WC• 4• Scale:1/4"c 1'-0" FLOOR JOISTS WHIRLPOOL ATTACHMENT) SH R. INDICATES EXISING WALLS TO REMAIN FIRST FLOOR 2" — F.A.I. INDICATES EXIS'�NG WALLS TO BE REMOVED H BIDET INDICATES NEVJWALLS ( I I I 2 X 8 LEDGER BOARD BOLTED TO CLOTHES 2„ 4" 3/4" PLYWOOD SUBFLOORING I I I I Q HOUSE W//2"0 BOLTS @ 16"O.C. � WASHER 2" STANDPIPE C•�•—�" 4" X•H.C.I. DRAIN LINE /r— HOUSE TRAP 2 X 8 FLOOR JOISTS CS16" O.G. � L � m (STAGGERED) DISHWASHER(ON (2) 2 X 6 CCA SILL J SEPARATE TRAP) 1 ys TERMITE SHIELD u FLOOR DRAIN 2„ TO SEPTIC SYSTEM 2 X 8 RIM JOIST (CONTINUOUS) �4 KITCHEN SINK R-21 INSULATION SECTION 'A' 1/2"0ANCHOR, BOLTS @ 4'-O" O.C. (ONE OR TWO PR PLUMBING RISER DIAGRAM 8" CAST-IN-PLACE CONCRETE FOUNDATION WALL TRAPS,WITH OR NO SCALE 8"X 16" CAST-IN-PLACE CONCRETE FOOTING WITHOUT 1y2' 4" SLAB ON GRADE DISHWASHER VAPOR BARRIER AND GARBAGE NOTES: WINDOW SCHEDULE DOOR SCHEDULE GRINDER) 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 DOOR a?,ED q LAUNDRY TUB WINDO WINDOW ROUGH SO. FT. CLEAR DOOR SIZE DESCRIPTION REMARKS QTY 5� RC WINDOW SIZE DESCRIPTION MANUFACTURER MFG# U-VAL VENTILATION REMARKS QTY TAG �`• EVI ti/ W TAG OPENING D1 2'-8"X 6'-8" EXTERIOR ENTRY DOOR INSULATED 1 C'SGL Mtn (ONE OR MORE Q, 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON GLASS OPENING COMPARTMENTS) W1 2'-11 15/6'X 2'-0 y8' 3'-0 y�'X 2'-O 5/B" AWNING AND:RSEN A31 4.3 0.32 1.3 1.3 1 D2 2'-6"X 6'-8" STANDARD PANEL DOOR PAINTED WHITE 1 �' LAVATORY 3. WATER SUPPLY PIPING SHALL BE COPPER(ASTM 8-42) _. . � DRAWN: JM/MS 1 ys 03 1'-6"X 6-8" STANDARD PANEL DOOR PAINTED WHITE 1 SHOWER _ II SCALE: AS NOTED 2° WATER CLOSET NOTE A 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605(IRC) JOB#: A.CONSULT FIXTURE STANDARDS n SHEET NUMBER: FOR TRAP DIMENSION '9T 23'�Q. S OF SPECIFIC BOWLS A-3 NAILING SCHEDULE (EXPOSURE "B") REVISIONS: 5/19/19 dried Shwr Roof O.H. 5/27/19 Added FDN NUMBER OF NUMBER OF Plan JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING 6/5/19 Showerd 6/18/19 Permit Set ROOF FRAMING CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT RAFTER TO TOP' PLATE (TOE-NAILED) 4 -8d 3 -10d PER RAFTER SIMPSON C520 STRAP @ 16" O.C. SIMPSON C520 @ 15"O.C. RIDGE TENSION STRAP WRAPPED AROUND DOUBLE 2 X 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER JOIST (8)6d NAILS EA. SIDE SIMPSON C520 @ 10"D.C. SILL PLATE (6)8d NAILS EACH SIDE CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) O RIDGE BEAM (SEE PLAN FOR SIZE) 1 RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 -40d RAFTER(SEE PLAN 4:12 17-16d 17-40d ROOF RAFTERS(SEE PLAN FOR SIZE) (8)8d NAILS 5:12 14 - 16d 14 - 40d EACH LAP FOR SIZE) 7:12 10 -16d 10 - 40d �':`� ' 5/8"0 ANCHOR BOLT 9:12 AND GREATER 8 -l6d 8 -40d @ 3'-O"O.C.(MIN 7" RIDGE SEAM (SEE PLAN (4)10d NAILS(2) :.;. EMBEDMENT) CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) SIMP50N L-80 RIDGE DETAIL AT RIDGE TENSION FOR SIZE) NAILS EACH PLATE RAFTER SLOPE: 3:12 22 -16d 22 -40d STRAP DETAIL EACH SIDE OF ' 4:12 17 - 16d 17 - 40d EACH RAFTER CATHEDRAL CEILING IN ACCORDANCE WITH 3.2.5.1. 2001 WWF FOUNDATION WALL / FLOOR 5:12 14 - 1rod 14 - 40d EACH LAP ALTERNATE IN LIEU OF COLLAR TIES FRAMING DETAIL 7:12 10 - 16d 10 - 40d 9:12 AND GREATER 8 -16d 8 - 40d Z TRIPLE STUD COLLAR TIE TO RAFTER (FACE-NAILED) � RAFTER SLOPE: 3:12 7-10d 7 - 12d SIMPSON H2 A O ,, 5/e'Yd BOLTS SIMP50N HD5A HURRICANE CLIPS 4:12 ro - 10d 6 -12d @ 16"O.C. �.., 4-0 F,-I PER TIE 3"X 3"X 4"ST. PLATE 5:12 5 -10d 4-12d — — — � C520 STRAP @ 16" � �T�� ��„� A � 6:12 AND GREATER 4 -10d 4 -12d O.G. %"0 THREADED ROD W N � ^' 1-O I O BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 -10d EACH END 1` MIN f D THREADED ROD � Z RIM BOARD TO RAFTER (END-NAILED) 2 - 1rod 3 -16d EACH END SIMPSON H2 @ 16"O.C. w N � 7 � WALL FRAMING RIDG= / TOP PLATE 14 CONNECTION DETAIL CANTILEVER DETAIL (2)13/4 x 11/B" M.L. •� +—' � � TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 - 16d 1 PER FOOT SIMP50N HD2A V 4 -1rod 5 -16d JOINTS -EACH SIDE 2 X 6 WOOD CAP w b�A TOP PLATES AT INTERSECTIONS(FACE-NAILED) J S EA S TRIPLE STUD Q 2 X 4 TOP RAIL SIMPSON H210 HANGER @ 16" Y2"0 LAG BOLTS @ 16" STUD TO STUD (FACE-NAILED) 2 -16d 2 -1rod 24" O.C. D•C• O O CANTILEVER HOLDOWN DETAIL HEADER TO HEADER(FACE-NAILED) trod 16d fro" CC,ALONG EDGES 4 X 4 WOOD POST @ 48" 2 X 4 BOTTOM RAIL W TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 1rod 2 -40d PER STUD DECKING U BOTTOM PLATE TO FLOOR JOIST, BANDJDIST, ENDJOIST OR 2 - 16d 1°2 2 - 16d �,2 PER FOOT SIMPSON H-3 HURRICANE CLIPS @ 16" r- — — (8)8d NAILS @ 1°±O.C. o o.C. BLOCKING (FACE-NAILED) P.T. DECK JOIST @ 16"O.C. SIMPSON H-3 F L O O R F R A M I N G Y2"O THRU-BOLT DBL DECK JOIST AT POST HURRICANE CLIP @ 16° Y6"O LAG BOLTS @ U SIMPSON C520 12" AC6 EACH SIDE STRAP @ 16"O.C. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST AC4 EACH SIDE 8 I MAX . 4 X 4 POST8d NAILS @ 1"±O.C.BRIDGING TO JOIST (TDE-NAILEC) 2 -8d 2 -10d EACH END SIMPSON PB44 POST SASESIMPSON U210 HANGER @ 16" BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 -10d EACH END w :� :',,.;. PORCH/RAFTER/GIRDER CONNECTION DETAIL LOAD PATH / FLOORS-+ BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - trod EACH BLOCK Z ;'.•:': am FRAMING DETAIL LEDGER STRIP r0 BEAM (FACE-NAILED) 3 -16d 4 - trod EACH JOIST O • °`' �+ JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 -10d PER JOIST 10"X 10"X Y2" BASE p� O PLATE AC4 EACH 51DE -v 00 BAND JOIST TO JOIST(END-NAILED) 3 - 16d 4 - 1rod PER JOIST M PORCH�DECK/JOIST j BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 - 16d PER FOOT CONNECTION DETAIL SIMPSON AB44 P05T BASE (4)74'0 X 12"LONG ° d a 2'-0"X 2'-0"X 1'-0" t ROOF SHEATHING ANCHOR BOLTS FOOTING(TYP) STRUCTURAL PANELS: PANEL INTERMEDIATE OVERFRAMING / 2X-4"WIDER THAN 4 X 4 POST EDGES SUPPORTS ROOF RAFTERS \ \ I '� / OVER FRAMING RAFTERS FOOTING DETAIL INTERIOR ZONE 5 8d 1Od 4" roll \\ / CONNECTION DETAILS PERIMETER EDGE ZONE 5 8d 1Od 4" 4" (2)2 X 10 ROOF RAFTERS o SIM?SON L50 ANGLE / (2)2 X 10 SUPPORT FOR / %8"O LAG BOLT @ GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" @ EACH SKYLIGHTSCH OVERFRAMING / EACH ROOF RAFTER x �, v CEILING SHEATHING // I / SIMPSON LU5210-2 HANGER O � o � ,-. �- a. / MAIN ROOF (2)2 X 10 SUPPORT FOR Z w GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD / /'` / ROOF RAFTERS SKYLIGHTS o v Lo \ WALL S H EA T H I N G / 51MP50N LUS210-2 HANGER U co 'A ir, U FALSE VALLEY STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL N v EDGES SUPPORTS o w INTERIOR ZONE 6 8d 10d roll 12" SKYLIGHT DETAIL 4' EDGE ZONE 6 8d 10d roll roll FIBERBOARD PANELS: ROOF FRAMING ROOF FRAMING 7/1ro" rod 3 - 3" EDGE/roll FIELD SIMPSON CS20 CONNECTOR -SIMPSON C520 CONNECTOR E-+ 25/32" 8d 3 - 3" EDGE/ ro" FIELD DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS H F L O O R S H E A T H I N G HEADER SIMPSON ST 2215 CONNECTOR HEADI T ER SIMPSON MSTC28 CONNECTOR STRUCTURAL PANELS: HEADER STUDS NOTE: HEADER STUDS , 1" OR LESS 8d 10d ro" EDGE/12" FIELD UPLIFT CONNECTION IS REQUIRED AT GREATER THAN 1" 10d trod 6" EDGE/ro" FIELD EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO 4'-0" CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-0" NAILING NOTES TOP AND BOTTOM OF CRIPPLESMAX 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED _I — �I — TT — —IT- — I- 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS I I I I I I I I I I FULL LENGTH FULL LENGTH SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. I I I I I I I I WALL STUDS WALL STUDS UPLI 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO SIMPSON ST2215 CONNECTOR I j rpNNE TOR I I I I SIMPSON M5TC28 CONNECTOR BE REDUCED TO 1 - 16d PER FOOT. QUIR ��5� �vIN gRCyi 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL REQUIREMENTS. �� s�y� �1�_\ DRAWN: JM/Ms HEADER TIE DOWN DETAILS SCALE: AS NOTED 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. * -t� ( JOB#: 5. FOR ROO SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, N� - i SHEET NUMBER: F' THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 6. FOR WALL. SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. A-4