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Home My WebLink About31276-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31863 THIS CERTIFIES that the building ALTERATION Date: 09/26/06 Location of Property: 575 WEST SHORE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 1 Lot 44 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7, 2005 pursuant to which Building Permit No. 31276-Z dated JULY 14, 2005 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 CONVERT PORCH TO SUNROOM IN EXISTING SINGLE FAMILY DWELLING AS The certificate is issued to STEPHEN L. & SUSAN A. CAPOZZOLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2069795 08/21/06 PLUMBERS CERTIFICATION DATED A hor' ed `ignature Rev. 1/81 mcl.�T -------- Form No.6 17 i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SEP 2 2 2 765-1802 i APPLICA T ION 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 New Construction: Location of Property: Old or Pre-existing Building: f1 _ttf Street Owner or Owners of Property: Date. (check one) pazzDl�' Suffolk County Tax Map No 1000, Section N 7'� Block Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Filed Map. Date of Pennit. Applicant: Underwriters Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ Co 3j8fv36 q � Lot Lot (check one) 0 Applicant Si at FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31276 Z Date JULY 14, 2005 Permission is hereby granted to: LINDA ANN WENK NEW YORK,NY 10011 for : ENCLOSE AN EXISTING PORCH (CONVERSION TO SUNROOM) AS APPLIED FOR at premises located at 575 WEST SHORE DR SOUTHOLD County Tax Map No. 473889 Section 080 Block 0001 Lot No. 044 pursuant to application dated JULY 7, 2005 and approved by the Building Inspector to expire on JANUARY 14, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 O rJ�rJ�rJr1rJrJrJrJrJ�rJ�rJ�rJ�rJrJ�rJ�r�rJ�rJ arJ�rJ�cPrPr�c frl: i 7 i I PrPrJrJrJ�rJ�rJ�rJ�rJ�rJ�rJr�r�rJ�rJrlr�r�i PrJ�rJrJ�tPcPrJ��PrJ�rJ�r�rJrJ��Pr�rJrJ�rJ� � 5 �D 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 1 40 FULTON STREET ^ NEW YORK, NY 10038 r 5 f C CERTIFIES THAT 5 51 Upon the application of upon premises owned by 5 5 5 BRIAN BROOKS ELEC. INC. STEVEN & SUSAN CAPOZOLLIBOX �S 1001, 455 BEEBE 1OE RD. 5 CUTCHOGUE, NY 119 5, SOUTHOLD NY 11971 Located at OAK DR. & WEST SHORE RD. SOUTHOLD, NY 11971 S Application Number: 2069795 Certificate Number: 2069795 5 c5 Section: Block: Lot: Building Permit: 31276Z BDC: ns11 C55 Residential 0-599 square ft. Described as a 4 occupancy, wherein the premises electrical system consisting of rcj 5 electrical devices and wiring, described below, located in/on the premises at: SFirst Floor, Outside, 5 A inspection the limited to devices to the detailed visual of premises electrical system, electrical and wiring extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other having found to be in therewith the 21st Day August, 2006. 5 5 authority jurisdiction, and compliance on of Name OTY Rate Ratin Circui[ Type C 5 5 5 Wiring and Devices Outlet l 0 Fixture 5 5 5 Fixture 1 0 Incandescent 5 Outlet 4 0 General Purpose Receptacle 3 0 General Purpose r� 5 Cj 5 Paddle Fan 1 0 Receptacle l 0 GFCI rj 5 S S 5 5 5 seal 5 I of 1 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S .31L7� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ?IIIL6)T INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING / STRAPPING [ L]-FfN- AL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST[ O PLBG- FOUNDATION 2ND [ ] RNSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _p DATE INSPECTOR /�-7 Ce 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FO ATION 2ND [ RAMING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � � V 7, DATE �� INSPECTOR 312-76 z 765-1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION C> DATE 1�1 ®� INSPECTOR 5 FIELD INSPECTION REPORT ' DATE COMMENTS FOUNDATION (IST)-------------------------------------- - -- - FOUNDATION (2ND) - - - - FINAL J ADDITIONAL COMMENTS N =i i _ _ m T r FIELD INSPECTION REPORT ' DATE COMMENTS FOUNDATION (IST)-------------------------------------- - -- - FOUNDATION (2ND) - - - - FINAL J ADDITIONAL COMMENTS N =i i _ _ m T TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 6-7 VILLAGE DISTRICT SUB. LOT w E- r Is e p W L.i Z ck n Ir '_ 2/ �' FORMEk OWNER N E ACREAGE rzj _4 kap./ y. 4IP, u/e4 >41tca S W TYPE OF BUILDING �j �C L :ES. 216 SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS %9 �d Z A 9 trr� O -a 3 7 fes./ arrfr -9a T' 4L! ✓ -7"-�• i�.WP/ J ozaeL AGE BUILDING CONDITION U) ^ QY Y a n NEW NORMAL BELOW ABOV FRONTAGE ON WAT Gi demoU}ian aP rC mut clmsly�C-T waaduR.r Farm Acre Value Per Acre Value FRONTAGE ON ROA 'illable 1 BULKHEAD illable 2 DOCK illable 3 ✓oodland wompland rush land louse Plot otal Bldg.p0 1 2-2 x Foundation Bath ;tension Basement( Floors z ,.tension Ext. Walls ' -7i d I v Interior Finish A ✓P4 tension Fire Place ` Heat F 14 4 _ ie Porch Roof Type Porch Rooms 1 st Floor •eezeway Patio Rooms 2nd Floor 3rage Z 2/ 6 l� Driveway Dormer TOWN OF SOUTHOLD BUILDING DE"ART.MENT TOWN HALL f BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO.31—,;2 Examined M/, 20 Approved l 20 Disapproved a/c Expiration , 20_?V- -720 L---. Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Septic N.Y.S Contact: Mail DN FOR BUILDING PERMIT Date �-?i�_ � � , 20 i75 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (MailiAg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 land qn which House Number Street County Tax Map No. 1000 Subdivision (Name) done: Hamlet Section!2�O Block Lot Filed Map No Lot 2. State existing use and occupancy of premi es and mtentlqd u e and a. Existing use and occupancy b. Intended use and occunancv C -IP of proposed construction: 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal -Demolition -Other Work 4. Estimated Cost ,Qg Qco Fee (To be paid on filing this application) Number of dwelling units on each floor (Description) 5. If dwelling, number of dwelling units If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exilsting structures, if any: Front X f " Rear `.D I , Depth '/h fF —0/1 Height as -D It Number of Stories ' 2 Dimension of same structure with alterations or additions: Front o D Rear Depth l f It Height `-p `' Number of Stories / z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories l tr u� f 9. Size of lot: Front q 9 G% �t Rear � —✓ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated L—) — 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO_ 13. Will lot be re -graded? YES_ NO�Will excess fill be removed from premises? YES 14. Names of Owner o Name of Architect Name of Contractor Address NO,K_ No.&Y • %6S -a 3 No 1(;,'C/ 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 BFB REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES N( x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF f� -10SJn la'rL;01DQCCk being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Otficer, 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. Sw to before me this' day ofJ,,L 20 \S Notary Pub . MELANIE DOROSKI NOTARY PUBLIC, State of Now Wk No. 01D04634870 Oualified in Suffolk Courtly Commission Expires September 0, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _&,3/05. APPLICANT: _ 5' ) DATE SUBMITTED: 6/ /OS SCTM# DISTRICT: 1,000, SECTION:, BLOCK: J_, LOT: SUBDIVISION: A rrx ADDRESS: 5)'-�r zd, MRole0 CITY: 4"P 01, ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED TES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time aft r 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: Q. LOT COV. ACT. LOT COV. _. REQ. FRONT tS PROP. FRONT jREQ SIDE j a Z_,SACT. SIDE REQ. REAR PROP. REAR / REQ.,fIEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: 4 Z,,)( C CT/ENGINEER:, WATERFRONT? If 19 DESCRIPTION: BULKHEAD? -_�- ----- DISTANCE? PANEL # APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or OO (BED ft DTE: TOWN SEPTIC RECEIPT: Yo�N EPTIC CERTIFICATION: Y O1g: FLOOD ZONED_ PERMIT #: NEW YORK STATE DEC: PRE -DEC 9/1/75 YES O .0 DTE: / / PERMIT #; SOUTHOLD TOWN TRUSTEES: YES o 3�0 DTE / / PERMIT # _ TOWN ZONING BOARD APPROVAL: YES o k O� DTE: // PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or O_ DTE /_/_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2(:-YEy or NO NOTES FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT TOTAL: SF FEE L. ( SF)- (SF)= SFX $ =$ Z. ( SF)- (SF)=. SFX$ =$ 3.( SF)- ( SF)= SFX $ OTHER TOTAL FEE FEE FINAL TOT NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36". Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7-S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SITE SURVEY MAP OF REYDON SHORES SITUATE AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. S.C. TAX No. 1000-80-1-44 SCALE: 1 " = 20' JANUARY 3, 2000 AREA = 11,460 SQ. RT. 0263 AC ELEVATIONS REFER TO APPROX MSL. DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS SOUTHOLD BAY WITHIN 300. OF PROPERTY PROPERTY LOCATED IN FLOOD ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP MAP NO. 36105CO167 G EFFECTIVE DATE MAY 4, 1998 INFCRMATI ON TAKEN FIR CS SURVEY LAND SURVEYOR DATED MAY 6. 2004 CERTIFIED TO: STEVEN CAPOZZOLI SUSAN CAPOZZOLI JOB NO. 2003-528 FILED: JULY 2, 1931 REVISIONS: REV. PROP. DWELT_ 5/6/04 REV. SCALE 5/6/04 K 4,_ Y U 0 i R MI _ zo. SITE PLAN GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES. AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE B. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK 9 DOUBLE_ JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS REFER TO CONSTRUCT DRAWINGS FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS. GRADE OR BETTER 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING ELECTRICAL LEGEND: NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE N.Y B.F.U. AND A CERTIFICATE FROM THE N Y B F U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. NOTE- ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR O.N.O. DOWNLIGHT TRIMS TO BE WHITE 4) DUPLEX ELECTRICAL RECEPTACLE $ WALL SWITCH TWO COATS FINISH (COLORS T B.O. BY OWNER) SATIN FIN THROUGHOUT 3 -WAV WALL SWI CCH HARDWOOD FLOORING -SELECT #1 RED OAK 2 1/4W. 15LB FEL L.UNDERLAYMENT ® (3 FINISH COATS OF CLEAR SATIN POLYURETHANE) y$3 �db WALL MOUNTED JUNCTION BOX �E EXTERIOR MOUN TED DOWNLIGHT (100W) OF EXT MOUNTED LIGHT WITH FAN -I( QST NEW STRUCTURED CABLE CONSTRUCTION LEGEND: 1ST FLOOR EXTERIOR DOORS NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING BY "TRU-SHAKE" - COLOR WICKER APP. EQ PROV 1/2" GYP. BD.(SCREWED /TAPED) CLR PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). 31/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS ALL WINDOWS TO HAVE STOOL NEW INTERIOR PARTITION -2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD = (SCREWED/TAPED) APPLIED BOTH SIDES NOTEPROVIDE MOISTURE RESIST GYP, BD (GREEN BD) FOR ALL BATHROOM WALL AND CEILINGS PROV CEMENT WALL BD FOR ALL TILE AREAS. INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N ONE COAT PRIMER AND TWO COATS FINISH (COLORS T B.O. BY OWNER) SATIN FIN THROUGHOUT U ON ALL TRIM SEMI -GLOSS HARDWOOD FLOORING -SELECT #1 RED OAK 2 1/4W. 15LB FEL L.UNDERLAYMENT ® (3 FINISH COATS OF CLEAR SATIN POLYURETHANE) SUB -FLOOR -USE 3/4" THICK PLYWOOD GLUED AND NAILED SUB FOR TILE AREAS TO BE SCREWED AND GLUED CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP EQ TILE TO BE INSTALLED ® OVER 1/2" CEMENT BOARD U O N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. INSULATION NOTES: - EXISTING EXTERIOR WALLS. 2"X4" WOOD STUD R-15 HIGH DENSITY INSULATION BY'CERTANTIEED' OR APPROVAL EQUAL - NEW EXTERIOR WALLS: 2"X6" WOOD STUD R-21 FOIL FA HIGH DENSITY INSULATION BY CERTAINTEED' OR APPROVED EQUAL - NEW ROOF R-38 KRAFT -FA INSULATION BY CERTAINTEED' OR APPROVED EQ - NEW FLOORS: R-38 KRAFT -FA INSULATION BY'CERTAINTEED' OR APPROVED EQ. DOOR SCHEDULE: 1ST FLOOR EXTERIOR DOORS DOOR ID WIDTH I HEIGHT NDOAATTO RIAL I OPERATION LOCATION QO] U -B" GLASS RIGHT SWIPIG PORCH WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN VINYL CLAD 400 SERIES, PROV SNAP -IN GRILLS ON INSIDE ONLY WINDOW SPECS R NUMBERS WIDTH I OPENING ROUGH QTtl (A) I TW 26410-2W I V-41/4" 1 5'-07/8" 1 1 I CB) I TW 26410-3W 1 8'-01/2" 1 5'-07/8" 1 1 2'-1 FIRST FLOOR PLAN BELOW GRADE LVL BEAM m Z 0 DU) U) Z m 0 a AP�PQ,ED AS NOTED DATE:B.P. # FEE: 5Z% BY: L ]`— NOTIFY BUILDING DEPARTMENT AT FLOOD 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: -11. 11 2. ROUGH-- TRAMINT-9-PEOMBING—"- 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REO IRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY UNDERWRRERS CERVIGAIE REQUIRED FOUNDATION/FRAMING PLAN ROOF FRAMING PLAN 0,1 IN CODE. ATION OF SHAH. Lm THESE DRAWINGS AS INSTRUMENTS OF SERVICE. ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES. AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRfREN AUTHORIZATION BY THE ARCHITECT ANY REPRODUCTION IN PART OR WHOI I? IS STRICTLY PROHIBITED BY LAW W U Z W Q U) cc Yi O N N O a. Q U Mx LL 0 } w z 0 O 0 N h N O O N QO] O ' IQ c v ui r 1 /4" =1'0" PROPOSED FLOOR PLANS A.1 WEST ELEVATION SOUTH ELEVATION-SK2 EAST ELEVATION NORTH ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE. ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISION$, CHANGES. AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BYTHEARCHITECi ANYREPRODUCTIDN INPART OR WHOLE IS STRICTLY PROHIBITED BY LAW W 5 v O � N z a �a tj z� N E`^ U All a� a M i W U� Y Z° WW C) z U) W cc J 0 N No Oo C� Q o U w 0 0 J m w H 0 H o�w � � N O N r� �? r 0 0 0 0 0 0 0 0 z w z w z W z W J U J U J U J U 0 I -z O Fp❑- 0 Hz O F -z 13 W w L,' Lcul Oj N� NW iL fl) NQ on N ¢ LoN¢ a: W uJw O O O N SCALE. A"=-I'l DWG NAME: PROPOSED ELEVATIONS DWG. NO.. A.2 FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3 2 (AMERICAN FOREST & PAPER ASSOCIATION U - CONNECTOR UPLIFT LOAD. L - CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) B - CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) -ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4 TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, 8D NALSE PACED 6CAT PER METER EDGES AND 52UAT INTERMEDIATE TR SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES WALLS SHEATHING WITH ITHE REQUIRED SHEARTWITH CAPACITY OF 421 FILECAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MILE WINDSPEED (MPH) 90 100 110 t20 90 100 110 U L 5 U L S U L S U L S CONNECTION. NUMBER ROISPAN RAFTER/TRUSS ROOF SPAN LEEWARD N/INDWAR LEEWARD END INTERIOR - --- 8 3 3 3 ---' - 10 OF ') REQUIRED CAPACITY OF CONNECTION (LBS) °� (FT) STORIES 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 12 193 20 58 - 681 264 - 681 206%.A. 427 681 291 ---- 23 7 681 2 -11 .9 24 89 -274 -15,6 325 -12 1 -411 260 17 BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 358 20 282 SILL PLATE TO 3-16D 386 19 JOIST ON LEDGER TO BEAM (TOE -NAILED) 500 386 20 626 314 PER JOIST -- i6 426 327 PER FOOT FOUNDATION 2 28 119 580 DIAGONAL BOARD SHEATHING 726 1" X 6" OR i" X W 2-8D 28 371 t" X 10" OR WIDER 3-81) (CRAWL SPACE OR 24 32 149 7"EDGE/ 10"FIELD A 447 BD .A. 366 32 416 4133 \\ 570 BASEMENT) 3" EDGE/ 6" FIELD 740 25/32" BD 927 509 75 NIL 73 f 422 27 GYPSUM WALLBOARD 561 7" EDGE/ 10" FIELD 28 HARDBOARD BD 36 179 PARTICLEBOARD PANELS BD (SEE TABLE 3 9) 30 36 461 4"= T ,0„ DWG, NAME: 632 2-8D PER SUPPORT 620 T' X 10" OR WIDF_R 3 -BD 58 43 421 128 76 421 206 13 421 291 254 421 WALL BOTTOM LOCATED WITHIN 6 FEET OF BUILDING CORNERS LOADS ARE SPECIFIED FOR ROOF -TO -WALL CONNECTIONS WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL -TO -FOUNDATION ABOVE, 24 28 89 CONNECTIONS. TABULATED UPLIFT VALUES ' LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE TABULATED PERMITTED TO BE MULTIPLIED BY 0.80. 170 2_SD PER SUPPORT 260 1" X 10" OR WIDER 3-8D 358 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON -CENTER AT THE PANELEDGE IF WALL SHEATHING IS NAILED 3" ON -CENTER AT EHT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF j NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER llll FOOT PLATE TO FOUNDATION 119, 211 314 426 2 32 36 149 N. 253 N , 368 N , 493 (SLAB -ON -GRADE) 422 581 179 294 _---� U - CONNECTOR UPLIFT LOAD. L - CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) B - CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) -ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4 TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, 8D NALSE PACED 6CAT PER METER EDGES AND 52UAT INTERMEDIATE TR SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES WALLS SHEATHING WITH ITHE REQUIRED SHEARTWITH CAPACITY OF 421 FILECAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MILE WINDSPEED (MPH) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION I _ REF. TABLE 1609.6.2.1 (1) X t 53 90 100 110 120 HORIZONTAL LOADS VERTICAL LOADS____ 38.3 U, WIND LOAD ROOF S IJ` LJ S 4 90 100 U' L' S RAFTER/TRUSS ROOF SPAN LEEWARD N/INDWAR LEEWARD END INTERIOR - --- 8 3 3 3 ---' 2-16D 10 --- ROOF SPACING (IN) (FT) REQUIRED CAPACITY OF CONNECTION (LBS)1" 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 12 193 t91 280 264 235 280 341 284 280 427 339 280 ---- 23 7 16 2 -11 .9 15 1 325 -274 -15,6 421 -12 1 -411 526 17 BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-16D 20 282 LEDGER STRIP TO BEAM (FACE -NAILED) 3-16D 386 19 JOIST ON LEDGER TO BEAM (TOE -NAILED) 500 PER JOIST 20 626 3-16D PER JOIST -- i6 24 327 PER FOOT 22 a47N% BD 580 DIAGONAL BOARD SHEATHING 726 1" X 6" OR i" X W 2-8D 28 371 t" X 10" OR WIDER 3-81) 509 24 GYPSUM WALLBOARD 660 7"EDGE/ 10"FIELD 25 826 BD (SEE TABLE 3 8)_ 26 32 416 \\ 570 6D 3" EDGE/ 6" FIELD 740 25/32" BD 927 75 NIL 73 f DGS NW T(r 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 28 HARDBOARD BD (SEE TABLE 3 9) 29 PARTICLEBOARD PANELS BD (SEE TABLE 3 9) 30 36 461 4"= T ,0„ DWG, NAME: 632 2-8D PER SUPPORT 620 T' X 10" OR WIDF_R 3 -BD 1027 31 STRUCTURAL PANELS LM = CONNECTOR UPLIFT LOAD L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) T' OR LESS n -= CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) 6' EDGE/ 12" FIELD 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF PSF(2/3 Y 15 PSF) SHALL BE PERMITTED TO BE MULTIPLIED BY o 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS 6 EDGE/ 6" FIELD LOCATED WITHIN 6 FEET OF BUILDING CORNERS LOADS ARE SPECIFIED FOR ROOF -TO -WALL CONNECTIONS WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL -TO -FOUNDATION ABOVE, TABULATED UPLIFT SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL CONNECTIONS. TABULATED UPLIFT VALUES ' LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE TABULATED PERMITTED TO BE MULTIPLIED BY 0.80. t" X 6" OR V X 8" SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL_ & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3 2A ALTERNATIVE TO TABLE 3 2. (AMERICAN FOREST & PAPER ASSOCIATION) FOUNDATION BRACING WALL PERIMETER ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING 2 STORIES ALL (CRAWL SPACE OR BASEMENT) k7 1/2" ANCHOR BOLTS FASTEST -MILE WIND SPEED (MPH) 90 100 110 120 MAXIMUM ANCHOR BOLT SPACING (IN) 5/8" ANCHOR BOLTS FASTEST -MILE WIND SPEED (MPH) 90 100 Ito 120 MAXIMUM ANCHOR BOLT SPACING (IN) 36 28 WALL PLATE TO FOUNDATION'1-3 STORIES (SLAB -ON -GRADE) 6' _ 36 _ 57 L -= CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) • ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4 ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF' AND/OR FLOOR DIAPHRAMS (279 PLF) ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.0 (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3 4.4. ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O C (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3 4.4 DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE REF. TABLE 1609.6.2.1 (1) X t 53 HOOF > 30° - 40° MAIN WINDFARCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND SPEED 3 HORIZONTAL LOADS VERTICAL LOADS____ 38.3 -30.3 WIND LOAD ROOF 120 M/HR CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) VELOCII-i DIRECTION ANGLEEND ZONE INTERIOR ZONE END ZONE INTERIOR ZONE _ _ WINDWARD OVERHANG 4 90 100 WALL ROOF WALL ROOF WINDWARD LEEWARD N/INDWAR LEEWARD END INTERIOR - --- 8 3 3 3 3 2-16D 10 ROOF ROOF ROOF ROOF ZONEZONE 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED TRANSVERSE 30°,ANGLE < 45° 25 7 17 6 20.4 140 9 9 15.6 8 6 -13.4 -71,6 -13.0 120 ---- 23 7 -- ALL ANGLES 22 8 -11 .9 15 1 -7 0 -274 -15,6 -19 1 -12 1 -411 -32.7 DESIGN CRITERIA REF. TABLE R301.2(2), AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30° - 40° X t 53 HOOF > 30° - 40° X 1.53 WIND SPEED 3 23 7 38.3 -30.3 -46.4 120 M/HR RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3 3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) FASTENING COMMON SPACING 1/2" ANCHOR BOLTS FASTEST -MILE WIND SPEED 3 8d , PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE -NAILED) (MPH) PER JOIST 3 CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) (SEE TABLE 37) EACH IAP 4 90 100 110120 5 RAFTER/ CEILING JOIST - -- WALL.; HEIGHT MAXIMUM ANCHOR BOLT SPACING (IN) SPACING (IN) BLOCKING TO RAFTER (TOE -NAILED) 2-8D EACH END - 16 - --- 8 3 3 3 3 2-16D 10 9 3 4-16D 3 4 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2 X 6 TOP PLATE NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3 1 (AMERICAN FOREST & PAPER ASSOCIATION NO CONNECTION FASTENING COMMON SPACING 1 RAFTER TO TOP PLATE (FOE-NAILED)Q 16" O C 3 8d , PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE -NAILED) 3 Bd PER JOIST 3 CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) (SEE TABLE 37) EACH IAP 4 CEILING JOIST LAPS OVER PARTITIONS (FACE -NAILED) (SEE TABLE 3 7) EACH LAP 5 _ COLLAR TIE TO RAFTER (FACE -NAILED) (SEE TABLE 3 4) PER LIE 6 BLOCKING TO RAFTER (TOE -NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END -NAILED) 2-t 6D EACH END e TOP PLATE TO TOP PLATE (FACE -NAILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE -NAILED) 4-16D JOINTS -EACH SIDE 10 STUD TO STUD (FACE -NAILED) 2-160 24" O C, 11 HEADER TO HEADER (FACE -NAILED) 16D 16" O C ALONG EDGES 12 TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16D PER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JOIST, SANDJOIST, ENDJOIST OR BLOCKING (FACE -NAILED) 2-16D PER FOOT _ 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE -NAILED) 2-80 EACH END _- 16 BRIDGING TO JOIST (TOE -NAILED) 2-81) EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-16D EACH BLOCK 1B LEDGER STRIP TO BEAM (FACE -NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE -NAILED) 3 -SD PER JOIST 20 BAND JOISTS TO JOIST (END -NAIL EO) 3-16D PER JOIST -- 21 BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-160 PER FOOT 22 STRUCTURAL PANELS BD (SEE TABLE 3 B) 23 DIAGONAL BOARD SHEATHING _ 1" X 6" OR i" X W 2-8D PER SUPPORT N t" X 10" OR WIDER 3-81) PER SUPPORT _ 24 GYPSUM WALLBOARD 50 COOLERS 7"EDGE/ 10"FIELD 25 STRUCTURAL PANELS BD (SEE TABLE 3 8)_ 26 FIBERBOARD PANELS UU 7/16" 6D 3" EDGE/ 6" FIELD 25/32" BD 3" EDGE/ 6" FIELD 75 NIL 73 f DGS NW T(r 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 28 HARDBOARD BD (SEE TABLE 3 9) 29 PARTICLEBOARD PANELS BD (SEE TABLE 3 9) 30 DIAGONAL BOARD SHEATHING 4"= T ,0„ DWG, NAME: 1" X 6" OR 1" X B" 2-8D PER SUPPORT T' X 10" OR WIDF_R 3 -BD PER SUPPORT 31 STRUCTURAL PANELS T' OR LESS 8D 6' EDGE/ 12" FIELD GREATER THAN V 10D 6 EDGE/ 6" FIELD 32 DIAGONAL BOARD SHEATHING t" X 6" OR V X 8" 2_SD PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON -CENTER AT THE PANELEDGE IF WALL SHEATHING IS NAILED 3" ON -CENTER AT EHT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF j NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER llll FOOT GENERAL FLOOR PLAN NOTES 1 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS), 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING TAPE, FLOAT, AND SAND (3 COSTS) 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER UI- 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH S -O" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/B", FIRE RATED GYPSUM BOARD 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL, GENERAL FRAMING NOTES 1 ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C ALL OTHER FRAMING MATERIAL 1"0 BE #2 DOUGLAS FIR OR BETTER. 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED 4 PROVIDE X -BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-O" O/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS 5 FLOOR CONSTRUCTION3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUSFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS, 6 ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. ALL INTERIOR HEADERS TO BE (2) 2"X 10" UNLESS OTHERWISE SPECIFIED 7 PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS e ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 9 AUL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. F TO BE SH 1 �. EXTERIOR GRADE PLYWOOD OR 7/1 TL EXTERIOR WALLS AND ROA SHEATHED WITH 7/16" ((C)SBOSB PLYWOOD PLYWOOD TO SPAN OVERALL PLATES AND HEADERS 11 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER GENERAL ELEVATION NOTES 1 EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMINEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM 2, OPENING SILL HEIGHT TO BE A MINIMUM OF 44 INCHES ABOVE FLOOR 3 NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET 4 MINIMUM OF 5 O SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS 5 MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 8 BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REOUIREMBNTS 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS UPLIFT STRAP CONNECTION REQUIREMENTS W (ROOF -TO -WALL, WALL-TO-WALL, AND HEATING WALL -TO -FOUNDATION) EXTERIOR WALL PRESCRIPTIVE DESIGN TABLE 3,313 ALTERNATIVE TO TABLE 3.3 BASEMENT WALL (AMERICAN FOREST & PAPER ASSOCIATION) g0 100 110 120 R -VALUE FRAMING SPACING ROOF SPAN NUMBER OF BD COMMON NAILS 205750NE 1 B_--- (IN) (FT.) END OF 1-1/4" X 20 R-10 R-9,2 FT R-19 GAGE STRAP" rn � N 12 2 3 3 3 O � H 16 2 3 3 4 a b 20 3 4 3 4 16 24 3 4 4 5 W 28 3 4 4 5 32 4 5 5 6 Y 36 4 4 1 5 7 U4 == CONNECTOR UPLIFT LOAD L 4 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) W TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PST (2/3 X 15 PSF), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE C) (CREASED BY 1 NAIL AT EACH END FOR WALL-TO-WALL AND WALL -TO -FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED To BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH W FULL. WALL ABOVE GENERAL FLOOR PLAN NOTES 1 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS), 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING TAPE, FLOAT, AND SAND (3 COSTS) 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER UI- 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH S -O" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/B", FIRE RATED GYPSUM BOARD 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL, GENERAL FRAMING NOTES 1 ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C ALL OTHER FRAMING MATERIAL 1"0 BE #2 DOUGLAS FIR OR BETTER. 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED 4 PROVIDE X -BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-O" O/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS 5 FLOOR CONSTRUCTION3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUSFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS, 6 ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. ALL INTERIOR HEADERS TO BE (2) 2"X 10" UNLESS OTHERWISE SPECIFIED 7 PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS e ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 9 AUL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. F TO BE SH 1 �. EXTERIOR GRADE PLYWOOD OR 7/1 TL EXTERIOR WALLS AND ROA SHEATHED WITH 7/16" ((C)SBOSB PLYWOOD PLYWOOD TO SPAN OVERALL PLATES AND HEADERS 11 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER GENERAL ELEVATION NOTES 1 EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMINEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM 2, OPENING SILL HEIGHT TO BE A MINIMUM OF 44 INCHES ABOVE FLOOR 3 NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET 4 MINIMUM OF 5 O SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS 5 MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 8 BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REOUIREMBNTS 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA W MAXIMUM MAXIMUM HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER I CRAWL SPACE DEGREEE DAYS U -FACTOR R -VALUE R -VALUE— R -VALUE R -VALUE R -VALUE & DEPTH, WALL R -VALUE 205750NE 1 B_--- 045 R-313 R-18 R-19 R-10 R-9,2 FT R-19 rn � N O � H a b CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) NOTE:— GENERAL CONTRACTOR SHALL VERIFY GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER THAT THE HEIGHT OF THE STRUCTURE show DESIGN DESIGN LOAD PEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. DOES NOT EXCEED THE MAXIMUM DEPTH HEIGHT OF TOWN REQUIREMENTS LOAD BEARING AFTER FRAMING THE SECOND FL. AND VALUE OF EXPOSURE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY TO RIDGE IF MEASURES HIGHER, ADJUST 45PSF 120 MPH B SEVERE' 12"FOOTINGS HEAVY MODERATE ZONE 11B 11 ROOF PITCH AFTER NOTIFYING THE USE -16" ARCHITECT OF THIS FIELD CONDITION. _--------- -----' ---- -- ----- ICE SHIELD UNOERL.AYMENT REQUIRED YES THESE DRAWINGS AS INSTRUMENTS OF SERVICE. ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES, ANO/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTTIORIZ.ATION BYTHEARCHITECT ANY REPRODUCTION IN PART OR WHOLE IS SIRICTLYPRCI IISITED BY LAVA c W 5 a �1/ V O � � O P U r � u^ u n �w rn � N O � H a b W Ucc Y Z W W C) Z U) W cc J 0 N No � 0 ,/ CL U° ❑ W N 0 � Q o a W � � D D UU m� O ❑3 0 ❑2 0� OQ 75 NIL 73 f DGS NW T(r JQ NU NW D W O O O O O SCALE: 4"= T ,0„ DWG, NAME: NOTES OwG No.: A.3 PANEL LEGEND (REF�_=R TO TABLE 1609.1.4) ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" PANEL SIZE SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED REF TYPE AND # OF SCREWS Ory' WIDTH HEIGHT PANEL SPAN < 2'-0" *B SCREWS (V 12" O C 4'-D" < PANEL SPAN - 6'-0" 6'-0" , PANEL SPAN < 8'-0" 'A HORIZONTAL- 6 VERTICAL - 6 8'-3" X 5--111, 1 9 #8 SCREWS @ 16" O C, •Ib 16 B HORIZONTAL -9 VERTICAL -5 W I NOTE: REFER TO A.1 & A 2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS 1 1/2" #8 WOOD SCREWS 12 12 16 6'-0" < PANEL 6-0" < PANEL 2'-0" < PANEL SPAN SPAN < 8'-0" SPAN a 6-0" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 ABC 1609 6.5 AND TABLE 1609.1 4) TABLE 1609.1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS FASTENER TYPE PANEL SPAN < 2'-0" 2-0" - PANEL SPAN c 4'-O" 4'-D" < PANEL SPAN - 6'-0" 6'-0" , PANEL SPAN < 8'-0" , 16 16 12 9 1 1/2" #8 WOOD SCREWS •Ib 16 16 12 — W I ..A" Q z Lu 1..V J 0. NOTE: REFER TO A.1 & A 2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS 1 1/2" #8 WOOD SCREWS 12 12 16 6'-0" < PANEL 6-0" < PANEL 2'-0" < PANEL SPAN SPAN < 8'-0" SPAN a 6-0" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 ABC 1609 6.5 AND TABLE 1609.1 4) TABLE 1609.1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS FASTENER TYPE PANEL SPAN < 2'-0" 2-0" - PANEL SPAN c 4'-O" 4'-D" < PANEL SPAN - 6'-0" 6'-0" , PANEL SPAN < 8'-0" 1 1/2" #6 WOOD SCREWS 16 16 12 9 1 1/2" #8 WOOD SCREWS 16 16 16 12 — W I Q z Lu 1..V J 0. N No i CU o 0•. Q o U� 7 I N N v'. 0 0 0 w H W CO o v m3 NOTE: REFER TO A.1 & A 2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS 1 1/2" #8 WOOD SCREWS 12 12 16 6'-0" < PANEL 6-0" < PANEL 2'-0" < PANEL SPAN SPAN < 8'-0" SPAN a 6-0" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 ABC 1609 6.5 AND TABLE 1609.1 4) TABLE 1609.1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS FASTENER TYPE PANEL SPAN < 2'-0" 2-0" - PANEL SPAN c 4'-O" 4'-D" < PANEL SPAN - 6'-0" 6'-0" , PANEL SPAN < 8'-0" 1 1/2" #6 WOOD SCREWS 16 16 12 9 1 1/2" #8 WOOD SCREWS 16 16 16 12 — NOTE: ALL STRAPPING TO GO BENEATH EXTERIOR SHEATHING. (TYPICAL ALL) 1Od NAILS OR — 16d SINKERS 3" O.0 VERTICAL 4" O C HORIZONTAL STRONG -WALL SHEARWALL — (TYPICALAT EACH CORNER) PRE -ATTACHED PHD6 WITH (12 SDS 1/4X3 FASTENERS 1' ,I SILL PLATE TO FOUNDATION USING USP BEARING PLATE FASTENERS (HSPS/LBPS) TRUSS BRACING (MTS12) TRUSS/RAFTER TO TOP PLATE (RPS4) STUD STUD TO BAND JOIST (CS16) HEADER ANCHORAGE (LSTA18) PROV. 11 7/8" BOX BEAM SILL PLATE TO FOUNDATION PSING USP BEA LATE FASTEENERS G (HSPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV. METAL FLASHING AT WINDOW LCATIONS) METAL FASTENER SCHEDULE 11 Zl='"35 1III RIDGEWITH (16) 1Od X 1 1/2 FASTENER BEAM 1z(STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE' OF 7/12 OR GREATER), 2" X 10" R.R CONNECTION OF RIGDE D1 BEAM TO ROOF RAFTER Al —1 (EXAMPLE) 1 SCREW THROUGH BRACE AT EACH FLANGE 75"X 33 MIL X- BRACING D3 (EXAMPLE) A1-1 V V F PROV, LIFETIME "GAF" ASPHALT BELOW GRADE (tXPJVIF'Lt) CORNER CONNECTION D2 (EXAMPLE) Al -1 CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" a SCREWS (4 PER LEG JOIST TO HEADER JOIST D4 (EXAMPLE) Al -1 SOUTH ELEVATION-SK2 MET/ CON 2" X 8" BLOCKING (2) 2" X 4" TOP PLATE 2"X10"RAFTER RAFTER BRACING MTS12 STRAP WITH (7) 1Od X 1 1/2 FASTENER TO STUD AND RAFTER 1 11 BIRDSMOUTH CUT D7 LOW END OF JOIST ONLY (EXAMPLE) SHFATING CONNECTION OF TOP D6 WALL PLATE TO WALL STUD. TO DS (3 N F PILE .ND JOIST FLOOR FRAMING TWO- MEMBER FLOOR SUPPORT BEAM )NNECRON OF FLOOR FRAMING J SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 1 O X 1 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING D9 110SUPPORTAl —1 (EXAMPLE) WALL STUD WALL STUD u BOTTOM PLATE BAND JOIST \ TWO- MEMBER FLOOR SUPPORT BEAM PILE CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA111 STRAP WITH (12) 1 O FASTENER CONNECTION OF SIMPSON LTT04STRAP (12)) 8d X 11 1S2PPORT CONNECTION OF WALL TO FLOOR FRAMING. Al -1 (EXAMPLE) THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES, ANO/OR MODIFICATIONS SHALL 6RE Al -LOWED Y THEARCHITECT. ANY HREPRODUCTION IN O AUTHORIZATION OR WHOLE M STRICTLY PRO141DITEO BY LAW. W 5 Z z r OE O ] N z 1 O u � w a� o &o m N Lu U� Z° W W Q z Lu 1..V J 0. N No CU o 0•. Q o U� 7 I N N 0 0 0 w H W CO o v m3 0 0 OW Oz 02 W N NQ N� W o �O pop1 O O N a v n SCALE: DWG. NAME: BUILDING SECTIONS DWG. NO.' A.4