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HomeMy WebLinkAbout35783-ZFORM 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) PER~4IT NO. 35783 Z Date NOVEMBER 22, 2010 Permission is hereby granted to: J & R LAFAUCI 225 WINDWARD RD ORIENT,NY for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH & REAR TERRACE AS APPLIED FOR at premises located at 225 County Tax Map No. 473889 Section 019 pursuant to application dated JULY Building Inspector to expire on MAY WINDWARD RD ORIENT Block 0001 Lot No. 012.004 22, 2010 and approved by the 22, 2012. Fee $ 3,398.40 Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined 7-- ;-? ,20 /0 Expiration BIOG. DEPL TO?IN O[ SOUIHOtD I'EUUIT NO. 7 _5 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. TrusSes Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector ~ICATION FOR BUILDING PERMIT Date INSTRUCTIONS Iq ,2o 10 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. Therealter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance o£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 &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.. ; (,' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 2~.~-ose~h La ~'r~ and t~.sa(ie ~c;e " (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. ~(aS<~ 90 - ~ Plumbers License No. ~ ~ ~ ° ~ Electricians License No. .-& "~'~ C~ ~ ~ ?.~ Other Trade's License No. 1. Location ofl.a{jd Qn which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ~ Block 0 [ Subdivision Filed Map No. Lot ! _D_. 14 Lot 2. State existing use and occupancy of premises and intended use and occupaj3cy &proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Height 9. Size oflot: Front ~ l 0. Date of Purch~e Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Dimensions of entire new construction: Front ~ I~ '-~' ,I Rear -/~o' - ~'! ~ Number of Stories -~o O Rear )oq, ~7 ' Depth ,~,c~.,~q' Name of Fo er Owner Rear Depth -. 11. Zone or use district in which premises are situated d,,~ '. Iffl~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v~ 13. Will lot be re-gradedjp~ NO / Will e.xcess fill be removed frQm premises? YES 14. Names of[O~wner ~f~ses~ 12~ ~u.~ Address Old Tqot , Phone Name ofArchitec[ ~cfi~t~e ~cM ~,h~dd~ss~Phone Name of Contracto~~q ~ Ad,ess ~Phone No. ',~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~// * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. -- 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. / 18. Are there any covenants and restrictions with respect to this property? * YES__ NO · IF YES, PROVIDE A COPY. ~nu, Notary Public, State of NeW STATE OF NEW YORK) ~i~ No,0t~315050~11 ' · SS: Qualified in Westchostot(~t~ll~,~ ! O COUNT~OF ~ ~ )/ Commission Ex,oiresJuly$,~'do being duly sworn, deposes and says that (s)he is the applicant md~wdu~ s~gmng contract) above name& (S)Hd~5 the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 ~ ' N~tary Pubtlic TOWN OF SOUTHOLD BUILDING DEPARTMENT TOVqN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20.__ Approved ,20__ Disapproved a/c Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Cheek Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ,20 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..~.C~m/.,,tde~r,'' ~' ' - ~S-igna~u~ o?"app]ie~n~r (5~ailing add3es~; of a State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises .~ ~"osea~ laa~o~ur( one,{ ~O~ol,( --- (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 Licens Electricians License No. Other Trade's License 1. Location of land on which proposed House Number Street work will be done: 0 r;en-'c Hamlet County Tax Map No. 1000 Section Subdivision Block 0 \ Filed Map No. Lot State existing use and occupancy of premises and intended use an3LOccupancy of proposed construction: a. Existing use and occupancy - b. Intended use and occupancy o' Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition Other Work Estimated Cost Fee J~ 20 oD,~ ,(j~) I f dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth. Height_ Number of Stories Dimensions of entire new con.s, truction: Front ~[a~-~ ~ ~ Rear -'/(~ ~'~ Height 4/,. ~1'- I ']~' Number of Stories - ~ Size oflot: Front l.q5' ~,.~ 1 Rear .~0.--~,¢~} I Depth Rear Depth ,O. DateofPurchase q/ ,loq Name or Former Owner m, 11. Zone or use dis~ict in which premises m situated ~ t5 &- [ 000 12. Does propo~d construction violate ~y zoning law, ordin~ce or ~gulation? YES ~ NO ~ 13. Will lot ~ m-graded? YES ' NO ~ill excess fill be removed from promises? YES ~NO' 14. Names ofO~er ofpremise~ . Address~Phone No. ZOI -7~-~ 7 Name of Architect ~[~a~ ~ ~Address~Phone No /,~ I - ~[~ ~ Name of Contractor ~ ~C~ ~n~ Address ~Phone No.~ 15 a. Is this prope~ within 100 feet of a tidal wetl~d or a ~eshwater wetl~d? *YES NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS ~Y BE ~QUI~D. b. Is this prope~ wi~in 300 feet of a tidal wetland? * YES NO * 1F YES, D.E.C. PE~ITS ~Y 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 ) being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to, before me thia P '5 ~"x',~4 ~ ' ~ ~o~b~l~030159 ~ ~ J~. ~ifie0 h'. ~stche~tor~  Town of Southoid Brosion, Sedimentation & ~tont~W~ AS~EI~MENT FOR....~. · _ __, .... '::~-.-_. All' R~QMIIIE ~ ....... QF R BUILDING PERMIT EXAMINER CHECKLIST Applicant: scm#,ooo- tq Property Address: I/-- ~-/o~_~=,~_ . *Date Submitted:-aa=~''-t-~ Date Revtewed: ~-,,2~-/o Subdivision: Estimated Cost: Zone: R-gO Conforming? O.~,G~Z Pre COs? Building Permits (Open/Expired): BP ~ -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: .. Sim/lc & Seoarate Search Required? Y o~Determination: ~( a",~'~- t~O.~ .,~ .,0~. , .~3 ~Q.~tSize: 3~ a~o ALY.~tSize: ~q,~ag ~ ~Q.~tCov. ~ACT:~tCov. ~Q. Front~o ACT. Front o~ ~QSide ~ ACT. Side a~ ~Q. Re~ PROP. Re~ ~Q. Height.3~' ACT. Height a'~ R~,~SIO~5~ ACT w,t~rf~ont, v o~ ~, ~ ~~ ~~~. If yes, water body: ~0 Panel~ ~ FIo~d Zone: ~ .Bul~ea~omt~ ADDITIONAL APPROVALS REQUIRED Suffolk County Healt r N- If yes, *Bed#: *Date: do//~ a~*Permit#:~ [~'0~ -t7o'7.9 T._owa Septic o[,.~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: eR~-vecga/7$ Y or~)- Date: / / Permit #: or NJ Letter - Notes: Southold Trustees: Y 0~ Date: /__/ Permit #: or NJ Letter - Notes: Southold ZBA: Y o~,)- Date: / /__ Permit #: - Notes: Southold Planning: Y o~ Date: /__/ Permit #: - Notes: Town Landmark C of A: Y o~DTE: __/ / *NYS CODE Compliance (page 2)~r N ~_ - ~ ..... r-~-Io. ~'..~,-,~ ~,..e-..-~-,,,~..~5 .,-~-~,.d~ Fee Structure: Calculation: Foundation: First Floor: Second Floor: ~_5' ~g o SF Other: SF 2. ( SF)- ( Total: SF)= '~q?/ SFX$,¥o=$Bt~/6. q-0 + Initial Fee: $ on-~O, oo + Additional Fee ( ): $ SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ -~3 ~ 6. i~0 NEW YORK STATE CODE COMPLIANCE CHECKLIST /~CLIMA~IC/GEOGRAPHIC DESIGN CR/TERIA: . Ground Snow Load: ~.0 Weathering: Severe__ Design Temp: 11 __ -Ice Shield Underlay: YE8 . USE/OCCUPANCY CLASSIFICATION: ' HEIGI~IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITER/A: ENGINEERED/PREScRIFTIVE FULL FRAMING DESIGN ELEMENTSi~ CEILING JOISTS: ~q FL~. OR JOISTS:(~N LU1M[BER SPECIES AND GRADE: ~/N , Wind Speed: 120MPH__ Seismic Design Category." B , · .Fros( Depth: 36" __ Termite: M~H Decay: S-M .. Flood Hazai'ds: WEN-DOW AND DOOR SCHEDULE: ~0~ EGrmss s.'7 LIGHT 8%: ~/N ~rENT 4 % :(~/N NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGRESS:~N GLRDERS: ROOF IC41*TERS: PLUMBING RISER DIAGRAI.,A~)N LOCATION OF FIT~ PROTECTION EQUI~MENT:~ TRUSS DES][GN: Y/N 0~ CERTIFICATION: Y/N o/( ENERGY CALCS~5~ TOTAL COMPLIENCE?~N (RETURN TO PAGE ONE) 08/12/2810 18:38 7656641 ~LIZ. AB~r,a A, NSVILLE . ~ FREEDOM O~ ~O~ O~I~R BOARD OF TRUSTEES OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD $OUTHOLD WASTEWATER DISTRICT A LICA O CONSTRUCTION or ALTERATION PEP.MIT CESSPOOL or SEPTIC TANK PAGE 01 .~Town Hall, 53096 ~ R. P.O. Box t!'/9 Elouthold, NewYork 119 · Fax (SSl} '156-e144~ Tolsphon8 (83l) 766-180~L sou tholdtown.nor~hfork n Residential ~ $10 ~ or Non-R~idential ~ $25 __ Application No. __ Penni! No. BfiefD~cfipfionofPropo[~ ~ns~ctionorAit*li~ q [~ C[ F~,~ '~O& ~eation of Proposed Cons~ctio~terafio~: CONS~U~ION ~Q~S S~i'I'~ ~~~ ~OV~ . , /~[~f~pli~t ' /Da~ / - R~ei~ b~ MCDONOUGH & CONROY, P.C. TRANSMITTAL SHEET Date: 8/13/10 To: George Gillan - Building Inspector Town: Town of Southold Building Dept. Re: LaFauci Residence From: Lori Fontana Pages: Notes I Comments: As per our conversation on 8/12/10 attached you will find the plans that have been affected by the requested changes to the Mud Room area. Also attached is the requested Waste Water Application. I have attached a new Foundation Plan. As per a conversation with the Mrs. LaFauci they have decided to remove the full brick skirt and apply a brick veneer instead. The change to the foundation was significant enough for me to issue/s a new Foundation Plan in lieu of a revised plan for clarification purposes. If you have any question or concerns please feel free contact me. 3760 EXPRESSWAY DRIVE SOUTH. SUITE 200. ISLANDIA, NY 11749, Tel: 631-491-6400. Fax: 631-234-5055 EMAIL: ARCHSTUDIO~AOL.COM. WEBSITE: WWW, MCDONOUGHCONROY, COM 86'29'4O" E .t / / / / .~ / / / / 256.76' 161.97' ].OR ;=,AN~TARY ~¥~ ~. , 192. ..... ,.1 t,I~NT OF H£AkTH FOE ,' ?~,~,.' ,~'A[ OF CONgTRU~TiON ]"'OR A WELL DAT~ ~ "'~ bio. I.,,....,a ~ r40~' ~ 74'S9'oo,, W O~rLUNc I 18.; E×PJ~ES "¢h:REE Y£AR$ FROU DATE OF JOSEPH A. Lo FAUCI ROSALIE Lo FAUCI ~ND AMERICA COMMONWEALTH TITLE INSURANCE COMPANY TITLE No. EH07501004 SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-19-01-12.4 SCALE 1"=40' AUGUST 26, 1991 JULY 24, 2006 UPDATE SURVEY AUGUST 24, 2007 UPDATE SURVEY MARCH 22, 2010 ADDED PROPOSED HOUSE MAY 7, 2010 ADDED RELOCATED PROPOSED HOUSE AREA = 49,408 sq. ff. 1.1543 acres Corwin III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 I- GENERAL NOTES THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROGRAMS IN CONNECTION WITH THE WORK, t, THE CONTRACTOR SHALL GIVE ALl NOTICES & COMPLY WITH ALl LAWS~ ORDINANCES, RULES, REGULATIONS & LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK & SHALL ENERGY STAR REQUIREMENTS: THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT SE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROGRAMS IN CONNECTION WiTH THE WORK. 1. EXTERIOR WINDOWS, DOORS AND 8RYLIGHTS ARE TO BE ENERGY STAR QUALIFIED MINIMUM U-VALUE TO SE ,34 UNLESS OTHERWISE NOTED. 2. INSULATION IS TO BE ICYNENE SPRAY OR INJECTED FOAM PRODUCTS OR EQUAL AND ARE TO BE PROPERLY INSTALLED AS PER MANUFACTURERS SPECIFICATIONS PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS & SPECIFICATIONS ARE AT VARIANCE THEREWITH. 2. OWNER AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ARCHITECT & THEIR AGENTS & EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES & EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE: (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THERE FROM AND (2) iS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE, REGARDLESS WHETHER OR NOT IT lB CAUSED IN PART BY ANY PARTY INDEMNIFIED HERE UNDER. 3. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 4. ALl CODES & REGULATIONS OF N.Y.S, RESIDENTIAL BUILDING CODE SHALL AS TO PROVIDE A CONTINUOUS AIR BARRIER. EASEMENT FOUNDATION WALLS TO RECEIVE 2' RIGID INSULATION APPLIED TO INSIDE OF ALL FOUNDATION WALL~ FROM TOP OF SLAB TO TOP OF FOUNDATION WALL, 2x8 STUDDING SPACED 18' O.C, WITH R-lB UNFACED FIBERGLASS BATrs~ 5/8" GYPSUM BOARD BASEMENT SLAB TO BE INSULATED WITH 48" OF R-10 RIGID INSULATION AT THE ENTIRE pERIMETER,(BENEA3H SLAB ADJACENT TO INSIDE FACE OF FOOTINGS) FIRST FLOOR FLOOR SYSTEM TO RECEIVE R-30 UNFACED FIBERGLASS SOUND ATTENUATION BATTE, FIRST FLOOR EXTERIOR WALL8 TO RECEIVE OPEN CELL ICYNENE INSULATION ENTIRE CAVl3~f. SECOND FLOOR FLOOR SYSTEM TO RECEIVE R-30 UNFACED FIBERGLASS SOUND ATTENUATION BAITS. SECOND FLOOR EXTERIOR WALLS TO RECEIVE OPEN CELL ICYNENE INSULATION ENTIRE CAVITY. NO INSULATION AT SECOND FLOOR CEILINGE - NOT PERMITTED ALL ROOF RAFTERS OVER LIVING SPACE TO BE FILLED SOLID WITH OPEN CELL ICYNENE INSULATION 3. ALL DUCTS ARE TO BE INSTALLED IN CONDITIONED SPACE WHERE POSSIBLE WHERE THIS IS NOT POSSIBLE, DUCTS SHOULD BE INSTALLED AS RECOMMENDED BY GOVERN OVER ALl CONSTRUCTION & INSTALLATION, 5. ALl CONCRETE TO HAVE A MIN. STRENGTH OF 3000 PSI AT 2B DAYS EXCEPT EXPOSED SLABS GARAGE SLABS AND STEPS TO BE 3500 PSI MIN, ALL CONCRETE TO BE 5 TO 7% A R-ENTRAiNED, 6. FLOOR CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG, FIR #2 OR BETTER WITH A MINIMUM fo=82E PSI 7. ALl FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED SEARING CAPACITY OF 1 TON, IF FIELD VERIFIED SOIL CONDITIONS VARY, CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY BEFORE PROCEEDING WiTH ANY MORE WORK. 8. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRICAL CODES AND EHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. g. ALl PLUMBING WORK SHALL COMPLY WiTH R.Y.S. RESIDENTIAL BUILDING CODES AND SHALL BE INSTALLED BY A LICENSED & iNSURED PLUMBER. 10. KITCHENS & BATHS TO RAVE EXHAUST FANE AS PER N.Y.E. BUILDING CODES, t 1. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC, CAVITIES TO BE INSULATED. 12, PROVIDE PROGRAMMABLE CLOCK TYPE DAY/NIGHT THERMOSTAT. 13, EXTERIOR DOORS AND W~NDOWS TO BE INSULATED GLASS, ANY DOOR OR WINDOW WITH GLASS LESS THAN 18' ABOVE FLOOR, THE GLASS iS TO BE TEMPERED. 14. INSTALL HARDWlRED SMOKE DETECTORS IN ALl BEDROOMS & ONE ON EACH FLOOR LEVEL INCLUDING BASEMENT INTERCONNECTED THROUGHOUT EUILDING. 15, WHERE HEADERS ARE NOT SPECIFICALLY CALLEO OUT ON PLANS, PROVIDE HEADERS OVER ALl WINDOW, DOOR, ARCHWAY ETC, OPENINGS AS PER THE HEN)ER SCHEDULE. t6. ALL HEM)ERE 6' OR LARGER MUST HAVE' DOUBLE SUPPORT ETUDE, t7. ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED, t8 OPEN NGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OpERabLE ~ PARTS OF WINDOWS LOCATED AB TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES, SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL RAVE A MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MIN. WIDTH OF 20" WITH EoTrOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. ( FIRST FLOOR WINDOWS OPENING ONTO GRADE COULD I~E 5,0 SQ,FT, MINi ALl HABITABLE SPACES MUST MEET THESE REQUIREMENTS. 19. ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NOTED OTHERWISE. 20. SOLID BLOCKING IE TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL ' STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS. OR OTEER MEMBERS BELOW. 21, LAMiNATED LUMBER TO BE GEORGIA PACIFIC G-P LAM LVL 1.8E SER~ES ( OR EQUAL UNLESS OTHERWISE NOTED), LAMINATED LUMBER TO BE FULL SPAR MEMBERS TO LOCATIONS iNDICATED ON PLANS - NO SPLICING PERMI3'FED, LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH CONCRETE. IN EASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION ALl AROUND BEAM POCKETS. MULTIPLE MEMBER SEAMS TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECIFICATION~ 22, ALL ETEEL TO BE ASTM-A36 AND TO BEAR ON STEEL COLUMNS AS INDICATED ON PLANS. 23. STEEL FLITCH PLATES TO BE ASTM-A38 AND TO SEAR ON WOOD POSTS AS INDICATED ON PLANS. FLiTCH PLATES ARE TO BE BOLTED AS PER FLITCH PLATE BOLTING SCHEDULE PROVIDED ON PLANS WHERE APPLICABLE. 24. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. 25. ALl SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WiTH JOIST RANGERE~ 26. HOMEOWNER AND/OR CONTRACTOR IS RESPONEISLE FOR ALL REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHn'ECT IS NOT RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTION FOR WHICH HE DiD NOT VISUALLY INSPECT DURING CONSTRUCTION, S7, ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS 2E, ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED OTHERWIEE. 29. ALl PREFABRICATED TRUSSES TO SE ENGINEERED BY OTHERS. OWNER OR CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED PROFESSIONAL ENGINEER. 30, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT WITH THE ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK, 31. DO NOT SCALE DRAWINGS. 32. INTERIOR FINISHES TO BE SELECTED BY OWNER. 33, FRAMER IS TO ENSURE THAT ALl FLOOR MEMBERS DO NOT FALl DIRECTLY BENEATH PLUMBING DROPS. 34. ALl EXTERIOR WINDOWS & DOORS TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON ELEVATIONS, 36, IT IS THE RESPONSlBlU'[Y DF THE BUILDER TO SUBMIT ANY AND ALl AMENDED DRAWINGS TO THE APPROPRIATE TOWN BUILDING DEPARTMENTS. 36. ALl METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HaT DIPPED GALVANIZED AS PER ASTM SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. RE FO T GES: FIRST FLOOR LIVING SPACE: 214'1S F SECOND FLOOR LIVING SPACE: 1453 S.F. TOTAL LIVING SPACE: GARAGE: COVERED PORCH/DECKS: 3594 S.F. 573 S.F. FRONT COVERED PORCH 365 S.F. REAR TERRACE 582 S.F. SECOND FLOOR REAR TERRACE 102.S.F..' THE INTERNATIONAL ENERGY CONSERVATION CODE IECC). DUCTS ARE TO BE BE SEALED WITH MASTIC AND OR UNDERWRITERS LABORATORY (UL) 181 APPROVED TAPES SUCH AS METAL BACKED TAPED, TO SEAL DUCTS. DUCTS ARE TO BE EIZED BASED ON THE AIR CONDITIONING CONTRACTORS OF AMERICA (ACCA) MANUAL J AND MANUAL D CALCULATIONS. 4. HEATING EQUIPMENT MUST BE ENERGY STAR QUALIFIED: PROPER SYSTEM SIZING: LOAD CALCULATIONS (FROM MANUAL 'J' AND MANUAL'S' OF THE AIR CONDITIONING CONTRACTOR OF AMERICA (ACCA) SHOULD BE USED TO DETERMINE HEATING REQUIREMENTS. IN ADDITION ACCA MANUAL 'D' SHOULD BE USED TO PROPERLY SIZE DUCT THE SYSTEM. PROPER EQUIPMENT PLACEMENT: AIR-HANDLING EQUIPMENT AND DUCTS ARE TO BE INSTALLED IN CONDITIONED SPACE. OUT DOOR COMPRESSOR SHOULD BE POSITIONED TO MINIMIZE DIRECT SUN EXPOSURE WHILE ALLOWING PLENTY OF ROOM FOR AIR TO FLOW AROUND THE UNITS, BOILERS TO BE WEll MCLAIN ULTRA SERIES 3 PROPANE FIRED WITH A MINIMUM AFUE OF 82%. OR EQUAL. QUANTITY OF BOILERS TO BE DETERMINED BY THE MECHANICAL SYSTEM INSTALLER. ALl 'MANUAL' CALCULATIONS TO BE PERFORMED BY '[HE MECHANICAL CONTRACTOR PRIOR TO SUBMISSION FOR BUILDING PERMIT. E. COOLING EQUIPMENT MUST BE ENERGY STAR QUALIFIED MINIMUM 14 SEER: PROPER SYSTEM SIZING: LOAD CALCULATIONS (FROM MANUAL "J" AND MANUAL OF THE AIR CONDITIONING CONTRACTOR OF AMERICA (ACCA) SHOULD BE USED TO DETERMINE HEATING REQUIREMENTS. IN ADDITION ACDA MANUAL 'D" SHOULD BE USED TO PROPERLY SIZE DUCT THE SYSTEM. PROPER EQUIPMENT PLACEMENT: AIR-HANDLING EQUIPMENT AND DUCTS ARE TO BE INSTALLED IN CONDITIONED SPACE. OUT BOOR COMPRESEOR SHOULD BE POSITIONED TO MINIMIZE DIRECT SUN EXPOSURE WHILE ALLOWING PLENTY OF ROOM FOR AIR TO FLOW AROUND THE UNITS, PROPER REFRIGERANT CHARSE: ONCE SYSTEM IS INSTALLED~ THE REFRIGERANT LINE SHOULD BE CHECKED TO VERIFY PROPER REFRIGERANT CRAReE. ALL "MANUAL' CALCULATIONS TO BE PERFORMED BY THE MECHAN[C4~. CONTRACTOR PRIOR TO SUBMISSION FOR BUILDING PERMIT. E. ALL AIR HANDLERS ARE TO HAVE VARIABLE SPEED FANS. 7. ALL APPLIANCEE ARE TO BE ENERGY STAR QUALIFIED. 8.20% OF THE LIGHTING IN THE RESIDENCE TO BE COMPACT FLUORESCENT UNLESS OTHERWISE NOTED. 9. ONE POWDER ROOM/BATHROOM EXHAUST FAN PER FLOOR INCLUDING EASEMENT IS TO SE ON AN AUTOMATIC TIMER RUNNING A CERTAIN AMOUNT OF TIME AS PER ENERGY STAR REQUIREMENTS. EACH FAN IS TO BE A M/NIMUM ~lF 200 CFM. 1O,A WHOLE HOUSE HRV SYSTEM IE TO BE INSTALLED MEETING ENERGY STAR GUIDELINES. WHERE MUNICIPALiTiES REQUIRE "HERS" RATINGS THE REM MODEL PROVIDED BY A CERTIFIED NERS~RAI!ER SHALL SUPERSEDE ANY SPECIFICATIONS CONTAINED IN THE ~ONSTRUCTION DOCUMENTS. 1. THE HERE RATER AE REQUIRED EY OTHER 2. THE BUILDER IS TO BE HELb RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT THE FROJECT TO ENSURE ALl REQUIRED INSPECTIONS/TESTS ARE PERFORMED. 3. THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/ inSPECTiON PORTION OF THE PROJECT, ALl FEES ARE THE RESPONSIBILITY OF THE BUILDER, REScheck $ofL'ware Version 4.3.1 0g.(: Ctmpliance Certificate Enem'gy Code: Constru~on Type: 2007 New York Energy ConservaUon ConsbucUon Cede Suffolk COunLy, New York Detached I or 2 Family Non-Electric 11% 5750 Owner/Agent: Windward Scad Orient, New York Demlgner/conb'actor: Compliance: Passes Compliance: 25.6% BaUEr Than Cecle Ma.vJmum UA = 707 Your UA: 52~5 Carl Cont, Glazing UA Gross RrV~ue R-Value or Door .~eembly Area or Per]meter U-Factor Cellieg 1: Flat Ceiling or Sdssor Truss: 214L 30.0 0.0 75 Wall 1: Woad Frame, i6" o.c,: 4201 19.0 0.0 225 Window 1: Vinyl Frame: Double Pane with Low E: 358 0,3,10 12.2 Door !: Glass: g7 0.340 33 Floor 1: All-Woed ]olstFruss, Over Unconditioned Space: 2141 30.0 0.0 71 '~e proposed building represented In this document is consistent with the building plans, spodflcaUons, and other calculaEons submiLted with this permit appllcaUon. 33m proposed systema have been designed to ~meet the 2007 New York Energy Conservation Cormb-ucUon Code requirements. When a Registered Design prefessionad has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional Judgrnent~ such plans or spocificaUons are In compliance with this r..~. 3ames McDonough .Ir. Name - Tine Signature Date SECTION R301 DESIGN CRITERIA R301.2.1.2 Internal pressure. Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall be designed as a partially enclosed building in accordance with the Suildin.q Code of New YoTk State. Glazed opening protection for wind-borne debris shall meet the requirements of the La,ge Missile Test of ASTM e 1996 of ASTM E 1886 reference therein. Exception: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for open'ng protection 'n one- and two-story buildings;,-' Panels shall be precut to COver the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and cladding loads determined in accordance with the provisions of the Buildin,q Code of New York State. TABLE R301.2.1.2 PAGE 27 New York State Building Code WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING 4 foot 6 foot FASTENER Panel span < panel span < panel span TYPE <_ 4 foot :~ 6 foot ~ 8 foot 4 1/2" ~f6 Wood screws 16" 12" 9" 4 1/2" 16" 16" 12" Wood screws For SI: 1 inch = 25,4 mm. 1 foot = 304,8 mm, 1 pound = 0,454 kg, 1 mile per hour=l.609 km/h, a. This table is based on 130 mph wind speeds and a 33-foot foot mean roof height, b, Fasteners shall be installed at opposing ends of the wood structural panel. c, Nails shall'b'e~lOd;0mmon or 12d box nails. d. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS STRUCTURAL~ LIVE DEAD ALLOWABLE MEMBERS LOADS LOADS DEFLECTION ROOF litFLOOR 2X~ ON THE FLAT OOUeLA~ FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WITH (6)#8 X 4-1/2" SCREWS EACH END 2x~ ON THE FLAT DOUSLA~ FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WiTH (6)fi8 X 4-t/2, SCREWS EACH END ~ X 4-t/2" SCREWS ~0" O.C, AT ALL PLYWOOD EDGES 7/18" MINIMUM PLYWOOD PANEL TO NOT EXCEED A 4' X 8' DIMENSION 2x6 ON THE FLAT DOUGLAS FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WITH (6)#8 X 4-112, SCREWS EACH END BEHIND TYPICAL OPENING PROTECTIVES FOR EXTERIOR OPENINGS LARGER THAN 4' X 8' 2X8 ON THE FLAT DOUGI..A~ FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH aND OF 2x8 WITH (6~#8 X 4-1/Z' SCREWS EACH END E8 X 4-112" SCREWS 10" D.C. AT ALE ~ 71tE MINIMUM IPLYWOOD PANELTO NOT EXCEED A 4' X 8' DIMENSION ;~8 X 4-1/2" SCR[EWS 1E' D.C. AT ALL PLYWOOD EDGIER 2x6 ON THE FEAT DOM GL.a~ FIR MEMBER UN~ER PLYWOOD PANEL FASTEN EAC~ END OF 2xB WITH (6)#8 X 4-1/2' SCREWS EACH END BEHIND TYPICal OPENING PROTECTIVES FOR ,LU c mw c oN OPENINGS LESS THAN 4'X 8' ~~ ~ ~UPANCY ? ~ ~ ~R ~D IN WATER ~ ~ ~UFP~ ~ SYS~M.O~NNOT ~ ~ EXOEED2/!O OF 1%.LEAD. APPROVED AS NOTED 'V.T.~. FEE;~gp~ ~O BY 2" -- -- -- ~ -- NOTIFY BUILDINI ' I I I I I I I t I I I ~ I ~OLLO~NG INS '1. FOR POURED 2 STRAPPING, ELECTRICAL & 3. INSULATION 4 FINAL*CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C,0. ALL CONSTRUCTION SHAH MEET THE RE~JlREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY UNDERWRITERS CERTiRCA1E! REQUIRED COMPLY WFTH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBING RISER I I I I~ ~=' I~ 1=' It 1~ [ ,o.o. PLUMBING a WA~R LINES NEEO t6 2010 CERTIFICA~oN OF NAILING & CONNEcTiONS REQUIRED, AS REQUIRED ~ ! /L-,J $OLJTH.OL, F~W~- RETAIN STORM WATER RUNOFF ~' ...... i~EC ~ PURSUANT TO CHAPTr~ 236 OF THE TOWN CODE F 1 I~'-I0 I/2" q ) 2xlO P,T, / / / / / / / / LVL "1 (9)1 I 9/4"xll 1/~ D~D ""//~" ~IA. .Gm= ~r'AIL. #~, ON DETAIL ~ I/Al2 TYPIGAL ALL. r' F 'I I 1~/4"~II r I L fl,,-- UNEXCAVAI' D ' PLAN Pt~::>VIDE L'",/L pE~.INI~"FEt~. ~,.Ih'l t30AR.D AND C..FCUSH t~LOC..K AD PEt~. HANUPAC, TdR.~D 5PE~IFIGATION~ UNLE50 OTH~-J~,NI~E 5PEC, IPIED P~.OVIDE I 5/4" X 14" LVL PEP. IME'T~P- t~.IM JOIDT5 AT ALL DEGt~ LOGATIONS. ODENOTD-G HAR.DI'~II~.ED SMOKE ~ ¢_.,A~D, ON MONOXIDE DETECTOr,5, TYPI~'A/ REDUCED 11/01/10 F Z I- 0 Q i- r 111 t- I- I- t- :I t- .J II1 1 'r t- t- i I- / I I~'-~ I/z' ~ ~, ~ ~l~ _ ~.~..~. .~ ~ , ---~. ___~., ~ 4 I/='L 4 I/=" ~ ...... / " ~ ~N~ ~ ~ I I i /% I I=IB~I I /% I ---] ~,~ /~ ~, ~ ~ _. ',~Y ~;"_ -~ ...... ,,.o ~"'" J r .................................. ~_ ...... I ~ .... ~ ........... . .... ,iZZZZZZl ~ ~- ~ ! ~ , ( ~VI~E 5~ tO ~A~ k B % ~ ,, ,~'-~ ,=, ,4,.. v~,, T~O OA~ DAmAgEr ~ FoYE~ ~ -- - COVE~E~ ~o~oH ~'-'~ '~"'"' I~"~"~" "~"~ ~'-"~'+-'"'~' ~'-'" ' ' PLAN _< ~0 Z (5.) 2XlO (~) 2Xl2 LEE=,ENI~ 4[ ~IATION.~ 15'-~I'' 14'-10" II~-q" I0~-I0 I/2" '7'-~ U2" 5I-0" 4~-II'' I0'"~" ~ ~-~ I./2" a I ' ~ -- ' P~VI~E PAN ~JTH PLOOR i i,.IO I/~" ~ ~h ON ~ I _ I "~'~'~' M ~ ~ ' ' ~ - ~ ' lillllll ~,-,,,, ~ ~,-,,,,/ ~,.~. ,, [ ~ ~*~ ........ ~ ......... O~ALE~ 114" = I'-0" F L..E~END ~ AIBEB~J~IATION~ (5) 2xl2 HDR., A 5~=C, OND ~LO0~ T=~ANIIN~ PLAN PROVIDE LVL P~t~,It,'IETIEt~, RIM I~DAR,D AN~ C, RU5H BLOC, K, A5 f:~R. HANUFAC.'~P-J~5 5PE~C4FiC,.ATION5 UNLES5 OTHEP, Y'II~E ~PEC,.IFIED PROVIDE J 5/4" X 14" LVL. Pt~RII"I~TER I~.IM JOISt5 AT ALL DEC, I(. LOGATIONO. I )- Iii -t Z 3 -r t- PAN, I1+-IO" HIgH PLATE -k (5) 2x~, L 4A _ d 3J rr -I ~) ~x~, H~. ~ I- F ltl I- z Z 3 o -r t- II- J I- LEgeND ~ ~IATION5 II CAMtBfa. EL ROOf= 15 TO F:P. OMA 2x8 KNEE 2'-O I/2" F:ROt,4 TOP OF: :I=LOO'Ia. ,JOI,ST~ 'Fa.'~F=ER, CAI'.4Bfa.,'EL GO~PO,51TION PLAN ,,~AB/E ROOF: 15 TO ,~P~IN¢ ~=R.O'I'4 A 2x8, KNEE ,I",LALL IO 5/4" Pla. OM TOP Ot= F:LOOR, .JOIST0 'la. El=E~ 5EC..,TION "G" ~00~ 2xl2 PAD I (~) 2xlO I CaMtB~h ROOF 15 TO 5PRIN¢ FROM A 2x8 KNEE ~LL 2'-0 I/2" F~OM TOP O~ ~hO0~ GOHPO~ITION ~PIGAL O~ }- F- 14" TJI PLOOf~ ~. (~,) I ~/4"xl4" LVL FL[~H I,,flATEP.,-PP.,OOF DEC./I<, :~ETAIL TY~IGAL. F~OOF '")x12 I"t~IGAL ,GE~,OND FLO0t~. GONSIieJJC, TION, BATH HALL TY'PIGAL WCJ..L GON.~'TlaUGTION~ I"YPIGAL FIF~GT FLOOR GON~IIe.!JGTION.' -- (~) I ~/4"xl4" LVL pLU,~4 F TYPIGAL .~111 ~ON.%'T'RUGTION= 'I"~IGAL POUNDATION PLAN5 ~A'lvfB'R, Eh ~,Ot',,,4POSITI O1'4, ~,,,,,.., ,.,,,=,,.o,, + + --'PLUSH DASEf,4tENT, HALL BATH ii ~ONUS f~OOb4 IVL FLiJSH UNEX~AVATED 3 ,) L 1' BONU¢ ~.001'4 HALL UNDXGAVA I OVERHEAD SEC, TION "C-C" n HALL BADi~NfI~NT SECTION "D-D" DC.ALE: I/4," ~ I'-0" iuD--. Ic' I F Z I11 7 i- n P 25 1111 ~E[At~ E~L,~V'A"r'I ON * AL,[- EXTEf~[OI~, ~INDOI~D AND DOOI~D Af~E~ TO t,4Et~T A 1,41NIlvlUl,4 Di~DII~N Pt~EDDUt~,E AD NO ~'~.,, ON DA~.H UNIT. ~LA~E~ AI~ PIOVI~N ~ONT t~,L,t~V'ATI ON ALL BXT~f~IOR. I/,,[IN~O~D AND DOOR,D A~ TO h'tt~BT A IvflNIh4Ut"l DI-'DICN PR,E~,UI~,E AD NOTBD ON i~AC, H UNIT. ~0 I- U n ~ A~.~. EX i"~.lOf~ ~INDOI, N5 AND DO0~5 A~ TO ~ET A ~INII,,TUI',,f Dt--SI~N ~t~E55U~ A5 NOTED ON EACH UNIT. CORNER Z RIDGE CORNER STUC CONNECTED TO TRANSFER BHEAR TYPICAL HIP RIDGE AND CORNER CONNECTIONS NOT TO SCALE ) TO MEET 120 MPH WIND LOAD CRITERIA 'SIMPSON' FACE MOUNT HANGER OR APPROVED EQUAL TO MEET A MINIMUM UPLIF~ OF BOO pll WOOD BEARING CAPACITY- NNLING PATTERN REFER TO MANUFACTURER (2) 'SIMPSON' H2 CONNECTOR OR APPROVED EQUAL STUD SPACING, 16' B.C. MAX. (ONE EACH SIDE) (5) 8d FASTENERS TO RAFTERSf1RUSS (5) 8d FASTENER6 TO STUDS TYPICAL WATERPROOF DECK DETAIL ( NOT TO SCALE ) * TO MEET 120 MPH WIND LOAD CRITERIA II // 'SIMPSON" SS1~28 ANCHORS EMBEDMENTASPER MANUFACTURER'S SPECS. SEEFOUNDA~ON PLAN FOR LOCATIONS TYPICAL CORNER HOLD DOWN ( NOTTO SCALE ) TO MEET t20 MPH WIND LOAD CRITERIA H3 AND A35 CONNECTORS ARE TO BE STAINLESS STEEL WHERE THEY ARE IN CONTACT WITH ACQ TREATED LUMBER. STAINLESS STEEL NAILS MUST ALSO BE USED, 5/2" DIA. ANCHOR 8OLTS, 23" O.C, UNLESS NOTED OTHERWISE MIN. 7" EMBECMEMT S MIN, 3 t/2" PROJECTION PRESSURE TREATED SILL PLATE. TYPICAL SLAB-ON GRADE SILL CONNECTIONS ENTIRE PERIMETER OF BUILDING NOT TO SCALE ) TO MEET 120 MPH WIND LOAD CRITERIA ,.I 1 I ~,~ ~ AT EVERY SmD, (MIN.) ~ Ii~ ;~S" DIA. ~CHOR BOLTS, 23' B.C. ' ~ ~ UNLESS NOTED OTHERWISE MIN. ~ EMBEDMENT & MIN. 311~ PROJECTION MIN. 3" X 3" WASHER & NUT "SIMPSON" LBPSI~ OR ~PROVED EQ~ -- -- FOUN~TION WALL, SEE ~S ~PICAL SILL CONNECTIONS AT ~E WALL LOCATIONS 11~ TO MEET 120 MPH WIND LOAD CRITERIA SEE TYPICAL SECTION '1" TYPICAL WALL SECTION RAFTER SPRINGING FROM PAD ABOVE SUB-FLOOR * TO MEET 120 MPH WIND LOAD CRITERIA (NOTTOSCALE) I'~ (2) '81MPSON' SPS CONNECTORS (ONE EACH SIDE) (S) 1 Od NAILS TO STUD (4) 1Od NAILS TO PLATE TYPICAL WALL SECTION ~ TO MEET 120 MPH WIND LOAD CRITERIA NOTE: (1) "SIMPSON' H7Z LEDGER TO SE FASTENED TO II MINIMUM (3) 10d x a" NAILS. RAFTER TO SE FASTENED TO LEDGER WI (3) 10d x 3' I~dLS. ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. (t) "SIMPSON" HTZ HURRICANE TIE SEE DETAIL# 21 OR APPROVED EQUAL 2X STUDS, SEE PLANS -,~PPROVED EQUAL AT EVERY STUD, FASTEN AS PER ~ ~ NOTED OTH * TO MEET 120 MPH WIND LOAD CRITERIA * TO MEET 120 MPH WIND LOAD CRITERIA "SIMPSON' CB2B COILED STRAPS OR APPROVED EQUAL AT EVERY RAFTER, MAX. SPACING 16" O.C, ALL ARCHITECTURAL AND THREE TAB ROOF BHINGLES TO RECEIVE (6) FASTENERS PER SHINGLE 'BIMPSO!N" H7Z HURRICANE TIE SEE DETAIL~ 2t OR APPROVED EQUAL AT EACH RAFTER ~ """~;°~'~';~;~G ,,. B.C. ~ ~ (8) 8d NAILS TO STUDS ~:)'LTD-~L~O' CK J ~ ~ CONNECTORS TYPCIAL WALL SECTION AT CANTILEVER ~ TO MEET 120 MPH WIND LOAD CRITERIA -"SIMPSON" LFTA CONNECTOR, (16) t0d FASTENERS TO STUDS, qNHERE 14" OR TALLER T.J,L FLOOR "SIMPSON" AC POET CAP TO MEET A AT SILL CONNECTION ('~) "SIMPSON" 8TEAP TIE TO MEET A MINIMUM UPLIFT OF 1400 ~1 WOOD BEARING CAPACITY- NAILING PATrERN AR PER MODEL NUMBER (Q) 'SIMPSON" "H$" CONNECTORS JOIST SPACING ( MAX tS" O.C. ) (ONE EACH SIDE) (8) 8d FASTENERS TO JOIST ~ 8d FASTENERS TO GIRDER t/2" CARRIAGE BOLT (2) PER CONNECTION TYPICAL WALL SECTION AT COVERED PORCH ( NOT TO ~-~ALE ) * TO MEET 120 MPH WIND LOAD CRITERia (1) '81MPSON" H7Z HURRICANETIE SEE DETAIL#21 OR APPROVED EQUAL AT EACH RAFTER ,,/MIN. 12' BEARING :~ "81MPSON' CS2O COILED S1TI. AP OR APPROVED EQUAL AT EVERY STUD ( MAX, 18" C.C. ) FASTEN AS PER TABLE 3.4B MIN. 12" BEARING ON 8'PJD SURFACE TYPICAL WALL SECTION ( NOT TO SCALE ) ~ TO MEET 120 MPH WiND LOAD CRITERIA t- Z II- -j , I t- ~, ! / (ONE EACH SIDE) HEADER HEADER ::" ./ FA~TEN AS PER TABLE 3,4S-- ? [: ~_ MINIMUMUPLI~OF ~ ~ TOME~A ~[~..L~~ FASTEN~PERTABLE3.4B /REQUIREMEN~SH~W~L EA....~.~. ~ c~,~. ~PiCAL-~ "' ~ ~ ~EA~*~'~ "SIMPSOn" H7Z "'"' """"" '"'. '.'-'~ " ~PICAL AT HURRICANE TIE ~ EXTERIOR ~, W TO MEET 120 MPH WIND LOAD CRITERIA TO MEET t 20 MPH WIND LOAD CRITERIA REQUIRED ON W~L BELOW ~ ~PICAL -~.,co.~,.uou~.~.~,,~.o.c, .,.~o.~ GABLE END WALL :': BALLOON F~MING ~ ~ TO MEET 120 MPH WIND LOAD CRITERIA 2-t~ NN~ ~ JO~S~ CONCR~ CONCR~E - - ~ ~PICAL ST~PPING ~PICAL ST~PPING m- DETAil FOR OPENING THAT DETAIL FOR OPENING UP ~'~"~"'" -- EXCEED 42" IN WIDTH ON ALL TO 42" IN WIDTH ON ALL ,~ ~,~. ~ ~4BLOCKNAILEDTO~CH~~ ~ --SEEP~NS * TOMEET 120 MPH WIND LOAD CR[TERIA ~ , NOTE: ~FTER TO P~TE '. .,,0.~ TYPICAL END WALL ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT CONNECTION WHEN .. BLOCKING DETAIL WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM ~FTER AND STUD ,O~E~ *L~ ~.E~U"~*~CO~*~'*~S'w~.CU"S'.~ESSU~,~*~S' ~O~TS~.SC~EWS,~,,~,~C.~O ,. < .~. ~, ~ SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. SPACl NG DIFFER HOT DIPPED GALVANIZED MEMBERS APPROVED By MANUFACTURER TO MEET 120 MPH WIND LOAD CRITERIA 20 (NOT TO SC~) TO RESIST CORROSION FROM PRESSURE TR~TED LUMBER. W TO ME~T 120 MPH WIND LOAD CRITERIA IF INSTALLED IN A S~B CONDITION ON ACQ TR~TED LUMBER (2) "81M~SON" CEILING CONNECTION TO THE CONNECTOR MUST BE STAINLESS STEEL H~ER "EEL'U',~,,,~C~ aOISTSPAClNG(M~I,"O.C.) 2_S~ELTUBECOLUMN I : =: ~ = (2)PERCONNECTION ....ou..~,o..~.o..oc~.,o.. PORCH STEEL COLUMN DETAILS ~ TO MEET 120 M PH WIND LOAD CRITERIA 12 < NOT TO 8~LE ) TYPICAL CORNER HOLD DOWN .... ...~o. ~.,~o...~o~ S~B / ONE STORY CONDITIONS ~ MIN. 2 2~'8 IF ~O STORIES & S~B, 7/8 ANCHOR BOLTS AND HDQ8 HOLD DOWN OR ~PROVED EQU~ AT DOU~ ~,~ OR BE~ER CONNECTORS ( DETAIL 8 ) MUST BE UTILIZED. ~ , ~ ~ER SPACING t8 D.C. M~. '' ~--~MIN.?/16 SH.TH,NG * TOMEETI20MPHWINDLOADCRITER~ 14 SEE.PI~SE~ION '[" 2 8dNAI~THISalDEOF~.ER. TAL OF FOUR ~ ~1~ INTO ~R} REFER TO ~RCH (8) Sd RAILS INTO STUDS w/ST~EL'U" O~ ~P~OVED e~U~ ~ ~THIS SHS~ FOR ~ou S~LL~O~O..~ C~ON~OE - A ~ ~HOLLOWCOLU~NS~ S.EC~SO ~HO~LOW COLU~S~ S~C~EO ~ ~"S~SON' US~a S~.SO~ ~.~E~ ~eU~ TO ME~A MINIMUM UPM~ ~ - ~ - _ F~TEN Wlt~1~ NAILS STEEL ~SE P~TE ' 1~" ~IAGE BOLT ~ 1~" ~IAGE ~LTI (8) 8d F~TENERS TO GI~ER ............................................................... ~ ~~ ~CORNERSTUDCONNEC~BTO ~ WI~(4)518"DIA, = ~ (2)PERCONNE~ION = (2)PER~NNE~ION ;~ STEEL'U'B~CK~ ~PICAL ~PICAL SECOND FLOOR ALTERNATE DETAIL .....o,,,.u,,,. DETAIL ~ GAUGE WALL RETURNS CORNER HOLD DOWN AT HOLLOW COLUMNS ~PICAL HOLLOW COLUMN ~PICAL HOLLOW COLUMN ~PICAL HOLLOW COLUMN & BE~EEN GAUGE DOORS · TO MEET 120 MPH WIND LOAD CRITERIA USE THIS DETAil ON ALL SEINE FLOOR ~ TO MEET 120 MPH WIND LOAD CRITERIA · TO MEET 120 MPH WIND LOAD CRITERIA -- TO MEET 120 MPH WIND LOAD CRITERIA TO MEET 120 MPH WIND LOAD CRITERIA Table 3.4 Rafter / Truss Framing to Wall Connection Requirements Table 3.6 Ridge Connection Requirements for Wind Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads Table 3.12A Roof Sheathing Requirements for Wind Loads for Wind Loads - Exposure B Exposure B Exposure B Exposure B Three Ilcond gult ~nd speed (mph) 120 Wind Speed (mph) 110 120 Roof/Tess Roof Span Required Capacity of Conne~on (lbs,) 1,2 Three Second Gust Wind Speed (mph) 110 I '~20 STRUCTURAL SHEATHING Structural Sheathing (long dlmlnmlon icr~s 3 or more lup/xate) Spacing (IN.) (ft,) U3'4 L S U3'4 L S Roof Pitch Roof Span (fl) Requ red Capac [y of R dge Connection (p~2,34 t2 127 132 58R 165 157 70R EI F U E IF RafteriTIuiaSpa~ng (Inohu. o,c,) Minimum PinM Thl~kneu (In,) 16 t52 t98 3:12 t2 t76 224 12 20 177 231 16 235 298 Sheathing Locationf Rafter/Truss Spacing Maximum Nail Spacing for 8d Common 12 3/8 3/8 24 202 264 20 294 373 (inches, o.o.) Nails or 10d Box Nails (inches, o.o.) s 24 353 447 28 227 297 28 412 522 16 3/8 3/8 32 252 331 32 47t 597 36 277 364 36 529 87t 12 6 12 8 12 BOARD SHEATHING 4:12 12 145 183 I ntedor Zone (dlag~la]ly actual ~ or more luppon~) 12 16 193 244 Refte~Tmel Sp~=lflg 170 176 78R 220 210 93R 20 242 305 (lnchel~, e.(~.) Minimum Panel 'rhlckne8~ (in.) 16 16 6 12 6 12 16 203 264 24 290 366 20 236 308 28 338 427 12 5/8 5/8 24 32 387 488 269 352 36 435 549 2 2 28 12 6 12 6 12 303 397 Perimeter Edge Zone 16 5/8 5/8 32 336 441 5:12 12 114 1~ 2 16 152 192 16 6 12 6 6 36 370 486 20 190 239 24 228 287 Table 3.13A Wall Sheathing Requirements for Wind Loads U = Connector uplift load, 28 265 335 L = Connectorlateralload(Perpendicu~arlothewMI}. Gable Endwall Rake or Rake Truss w/ Lookout BIock 63 63 4 4 $ = Conne~orahearload.(Paralleltethewall). 32 303 383 Exposure B R = !JW for ~nd pe~endlcu~ar to the ridge and WIL for wind parallel to the ddge, where 36 341 431 I Tabulatedu ~atera~ad~sha~bep~rm~ttodtobemu~tip~edby~75and~92~r~$pe~ve~y~for~am~ng 6:12 12 103 130 ~raeaacondguet~ndapeed(mph) 110 120 not lo.ted ~ feet of building cornea. 16 138 173 Gable Endwall Rake or Rake Truss w/o Rake Overhang 6 6 8 6 2 Tabulated flaming ~oabe aMume a building located In Expoaura B. 20 172 216 WOOD STRUCTURAL PANEL 3 Tabulated uplift Ioadl assume a reduced i'lxlf end ceiling assembly deed Icad of 9 psf (0,6 x 15 Psf = g PS~). 24 207 260 (long dimension a~l Mudl) 4 Tabulated up]~ Ioadl are s ecitied for loof-t~-wall eonnectfons. When ctecultelng uplift loads for wall4c-wall or wall-to-thundtelon 26 241 303 BOARD SHEATHING connections, tabulated ~pll~values shall be pe~nlged to be reduced by S0 plf (0.6n x 9g pio for each full waft above, 32 276 346 Stud apa~lng 38 310 389 Sheethlng Size Rafter/Truss Spacing Minimum Number of 8d Common Nails (Inehe8, o,c.) Minimum Panel Thloknell (in.) Table 3,4A Rafter / Ceiling Joist to Top Plate Lateral and Shear 7:12.12:12 12 97 f22 (inches, o.c.) Per Support 16 130 162 12-,24 3/8 3/8 Connection Requirements- Exposure B 20 t62 203 1x6 or 1x8 Sheathing 12-19.2 2 2 24 194 243 WOOD STRUCTURAL PANEL (Prescriptive Alternative to Table 3.4) 28 227 284 lx10 or La~ler Sheethlng 12-'19.2 3 3 32 259 324 Three second Gust Wind 36 292 365 Stud Speed (mph) 1t0 120 E - Nail spacing at panel edges (in.) (In,hi., =.~3.) Minimum Panel~Thl~ (In.) 8 feet of building comers. F - Nail spacing at intermedlafa supports In the panel field (in.) 2 Tabulated ddge connection Io~s assume a building located hn Exposure B. 1 For roof sheathing within 4 feet of the pedmstsr edge of the eof, including 4 feet on each side of the roof f 2 3/8 3/8 Rafter/Ceiling 3 Tabulated connection requirements am baaed on fotar uplift minus 0,3 of ifil mol assembly dead food (0.6 x 10 psf}. Jcict Spacing Wall Height NumberofSdCommonNalls OR l0d Box Nails 4 Tabutetedconnectlenreqaimmentsarebasedona121nchridgestrapsbeclng, peak, the 4 foot pedmetar edge zone aftachment requlrements shall be used. (in.) (ff' ) (Toenalled) Required in Each Rafter and/or Cellthg Joists for different Hdge step spacing, multiply the tabulated values by the appropriate multiplier below: to Top Plate Connection 1,2,3,4 2 Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter/truss framing membem with 16 3/8 3/8 Ridge Strap Spe¢lng (in.) 12 t 6 19.2 24 48 G> 0.49. For ~;amlng members with 0.42< G < 0.49, the nail spacing sharl be reduced to 6 inches o.c. 3 Tabulated 6 Inch o.c. nail spacing assumes sheathing attached to rsfter/Iruss framing members with 12 8-10 2 3 Multiplier t.00 1.33 1.60 2.00 4.00 G> 0.49. For traming members with 0.42< G <0.49, the nail spacing shall be reduced to 4 inches c.c. CELLULOSIC FIBERBOARD SHEATHING 2 3 4 Tabulated 4 inch o,c, nail spacing assumes sheathing atteohed to after/truce framing members with (ihor~ct dlmen$1~ e~ls ctuds) G> 0.49. For faming members with 0.42< G <0.49, the nail spacing shall be reduced to 3 Inches c.c. 16 8 3 3 Table 3.6A Ridge Tension Strap Connection Requirements 5 Tabulated nail spacing assume a building located in Exposure B. Stud Spacing 10 3 3 for Wind - Exposure S (In,he8, O.G.) Minimum PaneIThldmelm (In.) (Prescriptive Alternative to Table 3.6) 1 Prescriptive limits are based on assumptions in Table 3.4. Table 3.11 Wall Sheathing and Cladding Attachment Requirement ~2 ~/2 f/2 2 Tedulated connection requirements assume a building located In Exposure B. Dead Load Assumptions: Roof Assembly DL = 't0 psf 3 When ceiling jolsts are installed parallcitoraflers, thesumofthetoenailsintherefterorceiling, for Wind Loads - Exposure B 16 ~/~ 1/~ Jolstg shall equal or exceed the tabulated number of nails required, Three Second Gust Wind Speed (mph) 110 I 120 4 To avoid splitting, no more that 2 toenails shall pa Installed In each side of a rafters or ceiling Joists Number of 8d Common Nails or 10d BOARD SHEATHING when fastened to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. Roof Pitch Roof 8pan (fi) Box Na[lls in each end of 1-1/4 Strap Three Second Wind Gust 110 120 (diagonally ecme~ 3 or more lupp{3J'~) Wind Speed (mph) Table 3.4B Uplift Strap Connection Requirements- Exposure B 3:12 1612 22 23 StructuraISheath[ng (ln~bea. e.c.) MlnlmumPanMl~nlckn$,s(In.) (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) 20 3 4 E I F I E I F 12 5/8 518 24 3 4 (Prescriptive Alternative to Table 3.4) 28 4 6 32 4 5 Maximum Nall Spacing for 8d 16 5/8 6/8 Dead Load Assumptions: Roof/Ceiling Assembly DL=15 psf 36 5 6 Sheathing Location ~ Stud Spacing Common Nails or 10d Box Nails Three Second Gust Wind t t0 120 4:12 12 2 2 (inches, c.c,) (inches, c.c.) 4 Speed (mph) 16 2 2 20 2 3 12 6 12 6 12 ALLOWABLE LOADS AND DEFLECTIONS Framing Space Roof Span Number of 8d Common Nails or 10d Box Nails 24 3 3 Interior Zone FOR STRUCTURAL MEMBERS (in.) (ft') in Each End of 1-1/4" x 20 gage Strap t,2,3.4 28 3 4 32 4 4 16 6 '12 6 12 36 4 5 12 12 2 2 12 6 t2 8 12 STRUCTURAL LIVE DEAD ALLOWABLE 16 2 2 5:12 12 1 2 4" Edge Zone MEMBERS LOADS LOADS DEFLECTION 20 2 2 16 2 2 24 2 3 20 2 2 1 § 6 12 6 12 EXTERIOR BALCONIES 60 10 L/380 28 2 3 24 2 3 DECKS 40 10 L/360 3832 33 33 2832 33 43 BOARD SHEATHING or LAP SIDING ATTIC WITHOUT 8TO.GE t0 tl3 L/240 36 3 4 Minimum Number of 8d Common Nails or 1 Od Box Nails ATTIC WI LIMITED STORAGE 20 10 12240 16 12 2 2 Sheathing Size Rafter/Truss Spacing 16 2 3 6:12 12 1 2 (inches. c.c.) Per Support FIRST FLOOR 40 10 !./360 20 2 3 16 2 2 SECOND FLOOR 30 10 L/380 24 3 3 20 2 2 1x6 or lx8 Sheathing 12-24 2 2 ROOF RAFTERS - GROUND SNOW LOAD= 20 psf L/240 28 3 4 24 2 3 lx10 or Larger Sheathing 12-24 3 3 32 3 4 28 2 3 36 4 4 32 3 3 E - Nail spacing at paneledges (in.) NOTE: 36 3 4 F Nail spacing at Intermed]ats supports In the panel field (In~) 1 Prescriptive limits are based on assumptions In Table 3.4. ' ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, 2 TabulatedupliftconnectionrequlrementsassumeabuildlnglocetedlnExposureB. 7:12-12:t2 1612 21 21 I F~rwa~[sheethIngwithin4faet~fthecor~ers~the4f~~tedgez~neattochmentreq~ireme~tssha~~beuced~ ETC. IN DIRECT CONTACT WITH PRESSURE TREATED 3 Tabulatedupliftconnectionrsquirementsassumeareofandceillngassembly 20 2 2 2 Tabu~atsd12inch~~c~n~i~spacingassumessheething~ttachedt~studf~~am~ngmemberswithG>~~49~F~ LUMBER TO BE HOT DIPPED GALVANIZED AS PER dead load of 9 psf (0.60 x 15 paf = 9 psf). 24 2 2 flaming membom with 0.42 <G <0.49, the nail spacing shall be reduced to 6 inches o.c. If a ceiling assembly is not present or if the ceiling assembly Is not connected to the 28 2 3 ASTM SPECIFICATIONS TO RESIST CORROSION FROM roof assembly, the tabulated number of nails shall be increased by 1 nails at each 32 3 3 3 For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. end of the strap. 36 3 3 4 Tabulated nail spacing assume a building located in Exposure B. FROM PRESSURE TREATED LUMBER. 4 Minimum ASTM A653 Grade 33 steel strap. 2 Tabulated ridge conne~an loads assume a bulldthg located in Exbesum a. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N.Y. STATE BUILDING CODE NOTE:Tabu~~tedc~nneofi~~mqu~rementsar~based~n~12inc~ridge~tmp~pac~ng~f~rd~~ere~~1ttidge~trap WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ' CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS Ridge Connection Spacing (In.) 12 t6 19.2 24 48 72 GROUND . FLOOD AIR FREEZING FROM FIGURE R301.2(4) EQUAL OR EXCEED 1'i0 MILES PER HOUR ( 177.1 Kmlh ) HAVE BEEN Multiplier 1.00 1,33 %60 2.00 4.00 6.00 SNOW LOAD~ SPEEDs DESIGN _ DESIGN UNDERLAYMENT 5 Wben ifil fob~ a ed number of nails required In each end of the step I$ equal to 1 and ifil flaming Is (mph) CATEGORY~ Weathering · Frost line TEMPf HAZARDSh INDEX j DESIGNED IN ACCORDANCE WITH: attached in accordance with Table 3.1, the ridge strap and additional nailing is not required, depthb Termite ~ Decay d REQUIRED AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION S When a collar fie is used In lieu of a tidga strap, the number of 10d c~mmon nails In each end oriEL collar 36" MODERATE SLIGHT MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS 0NFCM), CHAPTER 3 OF THE 2001 EDITION tie need net exceed the tabulated number of 8d common nails In a steel strap, or the number of t2d box 20 PSF 120 MPH C SEVERE TO HEAVY TO II YES NONE _< F Z 111 'I t- I- F SHEATHING 2x STUDS lIP O.C, OUTRIGGER LU LU DETAIL AT RIDGE / RAKE ( NOT TO SCALE ) 2nd FLOOR CEILING WAINSCOTING WITH t" NRSPACE WITH SCREEN 3/4' AZEK WAINSCOTING SOFFIT MATER[N. DETAIL AT FRIEZE ( NOT TO Sr.~J.E ) CEDAR SHINGLES "PERFECTIONS· 5- lY~' TO THE WEATHER- 1/2' C.D.X, HOUSE SHEATHING- FIRST FLOOR 2x RIPPING TO ACCEPT FLARED SHEATHING. SECURE RIPPING TO HOUSE; 3~'T&GSU~FLOOR FLOOR JOISTS I RIM JOIST' 4' AZEK AZM-49 CROWN MOLDING APPLIED TO 12" AZEK TRIM SAND. CROWN TO ACCEPT FLARED SHEATRING, FLARED SHINGLES TO RUN OUT PAST GROWN 12' AZEK TRIM BANG SECURED TO HOUSE SHEATHING, PROVIDE 114· R. ROUTER CUT AT BOTTOM FOR DRIP GRADE DETAIL AT FOUNDATION ( NOT TO SCALE 1/2' C.D.X. HOUS SECOND FLOOR FLOOR JOISTS (2) 2x TOP pLATS . > HEIGHT DETAIL AT SIDING FLARE FIRST FLOOR FLOOR JOISTS RIM JOIST 2x10 P.T. SILL PLATE TO ACCEPT 1/2' HOUSE SHEATHING POURED CONG. FOUNDATION WALL BRICK VENEER I BAND SECURED TO HOUSE GHEATHING, PROVIDE 1/4" R, ROUTER CUT AT BOTTOM FOR DRIP GRADE ~ 4' BRICK SHELF HELD AT GRADE DETAIL AT FOUNDATION (NOTTOSCALE) SHEATHING LATHE AZM~49 PROFILE t~.0· OUTRIGGER 2x STUDS 16' 0 3/4' AZEK WAINSCOTING SOFFIT MATERIAL GABLE END DETAIL AT RIDGE / RAKE AND CORBELS (NOTTOSCALE) FIRST FLOOR CEDAR SHINGLES 'PERFECTIONS' 51/2' TO THE WEATHER FLARED AS SHOWN' FLOOR JOISTS -RIM JOIST FLARED SHEATHING, SECURE RIPPING TO HOUSE EHEATH[NG GRADE ll2_'_ ' "' ' ' POURED CONC. DETAIL AT FOUNDATION (NOTTOSCALE) CROWN ON 6' AZEK EXteRIOR CASING' AZEK EILL- WITH DRIP EDGE WINDOW CROWN MOLDINGS ( NOT TO SCALE ) 160[6'HALF ROUND CUller&3 ROUND DETAIL AT SOFFIT ( NOT TO ;SCALE ) ~'O DETAILS Blocking QMusthavet~'mlnlmumJolst hearing at ends ®Q 4'-0" length of ~" relnfomement on one side at E2, both sides at Eg _ \ Face grain THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING When sheathing Ihkiknesa exceeds ~", Plate nail - 16d (;~") box at t 6" on-center* Fleer panel nail - 8d (2~") . l J{" ILevelTM or 1~" TlmbarSVand~ LSL dm board' Toe nail - t0d (fi") box *Conventional construction ~ode minimum for uae with A3 only. See ILevel Fmme?s Pocket Guide for A3.1.A3.3 Installs#on sped#~ctlone. qPlBa.~ nalln.c~rSd (3~')box at atfi. Boundary nailing - '$ee iLevel Frame?s Pocket Ouido for additional installation speoiflcetfona. Load beapag or ebear well above INTERMEDIATE BEARING (must stack over waft below) NO LOAD BEARING WALL ABOVE Blockthg panel each lids at BSW Blocking banela may be required ® e ® g" diameter mmdmum hole for 11 ~" - 16" deep blocking panels; 6" diameter maximum for blocking panels 9~" deep or shorter than 12" long. LSL fire board Attach reinforcement fo Joist with 8d (2~") common halts at g" on- 6'-0" length of TJI· Joist rclnforcemenl and filler block. Use 4'-0" length fi" diameter maximum hole Ibr 11~' - 16" deep blocking panels; 6" diameter maximum for btecking panels 19~" deep or shorter than, t 2" long. Do not cut fiancee. Not for use with ~ ' TJI~ Joist flange widths ®® ®® Attack reinfanaemerd to Joist with one 8d (g~") common nail at each Btecklng panel between each Jo[at. Nail to top plate wilh connetelona equivalent th decking schedule. one side at E7, both sides at E8 Blocking Nail through 2x.~ worxi backer and panel TJle joist web with 2 rowe ~-"-' \ (3") cerumen nails et 6" ~ / 16d {3~") nails wilh ~,j~,.'~ / a,.~" T Jla Joist uniformly ~: ~ [ leaded Jolm Topflange hanger hanger Web keffsners required g aides of hanger do not laterally support at least of TJleJolat tap flange Filter block: Attach with ten 1 Od (3') box nails, clinched. Uae ten 16d (3~') box nails from each skis with 3~' TJIe joist flange widths. Use fifteen nalki with TJI· joi~t deptbe graWer than 16". box jclst Searing plate: Flush plate wlthlnslde lorbeem EXTERIOR DECK A1TACHMENT Seu~urel extedor sheathing Treated Apply subfloor adhesive fo all two ed (~") lyplca~ ,1~, screws par joist, lyplca] directly appllpa ceiling When specified on the layout, one of the three bracing oplfons shown mus__t be Installed WEB STIFFENER AI'rACH MENT Three 8d (2~") box nails, clinched {~lme 16d (g~') bax nails at 3~;" TJle Joist flange widths 1~' ~ x2~s minimum 2~a. ~'x2~e'mlnlmum 1~4' ~' x 2~e' minimum 2~' 1' x 2~' minimum 2~.' ~4" x 2'~a" minimum 3~" Zx4 BEAM and COLUMN DETAILS BEARING AT WALL 1~{" ILevelm or 1~" Tlmparafrandl LSL dm board or blockJng thr latotat BEARING AT COLUMN Ver~ column capacity and beam beadng length. See current SEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION Top flange hangar QSee ounent ILevel literature for framing connectors CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS UI t~" Width Placaa: a Minimum of g rowe 10d (3" x 0,12g") nails at t2" c.c. · Minimum of 4 news t Od (3' x 0.12g~} nails at 12' o.o. for 14" and deeper beams · If uking 12d (3~4") or larger nails, the number of ~ 24' c.c. ateggared ~ (1) Load must be appllba evenly 8cross entire beam width, Otherwise, use conne~ans for kips-leaped beams. QAddl#onal nailing or bolting may be required with side.loaded mulllpla-mamber beams. Refer to current product fiteratura. BEAM ON COLUMN CAP BEARING AT CONCRETE WALt. COLUMN BASE ELEVATED COLUMN BASE Opflonar FASTENING of FLOOR PANELS Silent Floors joist framing does not require bridging or mid. span blocking lDO NOT bevel cut Joist TJI® tim Jolot FILLER and BACKER BLOCK SIZES ,lofate must be laterally supported at ~nfilever and end beednga by bloclfing panels, hangers, or dlraot attachment to a rim board or rim JOlSL Safety bradng (1x4 minimum) at 8' on-carder (6' on-center for TJI® Jotsts)and extended to a braced end wall. Fasten at each Joist with two 8d (2~') nalts mth[mum (aaa WARNING). Rim board Joint Jolate tjX" [Levelm or t~' ~lmberStmnd~ LSL fire board TJle JOIST NAILING REQUIREMENTS at BEARING TlrablrStrand~ LSL Joist: Toe nail with one each side of floor nail into each flange rim j~lat: One 1 Sd (3~") 3~" w~dg TJI~ Locate rim boerd Jatnt between Jatuts. BEAM ATTACHMENT at BEARING One 1Od (3") box nail each side of member at pasting, 1~" minimum from and SelJ{" ILevef~ or 1~" INSTALLATION TIPS · Subfloor adhesive will Improve floor parthrmance, but may not be required, · When Joists ere doubled at non-Iced beadng parallel bartltJons, space Joists apart the width at the wall for plumbing or HVAC, · AddfilonM Joist at plumbing drop (aaa detail). Plumbing Joint [~)ButflngJotste wlthblocklng panels EndofJol/ atceatedine ofauppor: Use B1 or B2 at Intermediate bearings with load bearing or shear wall from above flueh with inside face of wall or beam See ALLOWABLE HOLES ExteHor Deck Attashment 8tmgtural sheathing Braced and wall - WARNINO DO NOT use sewn lumber fDr dm board or blockthg. Sewn lumblr may TRIes JOIST Silent Floor' ALLOWABLE HOLES . TJI® Joists Table A · End Support ac~or DE~TH TIp R~UND HOLE 81ZE rr SQUARE OR RECTANGULAR HOLE 81ZE Table B - Intermediate or Cantilever Support ~t Intemladlate or cantilever R(~UND HOLE SIZE SQUARE OR RECTANGULAI~'HOLE SIZE ALLOWABLE HOLES - Headers and Beams t .55E TlmbarStrand® LSL Headers and Beams General Notes Other ILevel~ Trus Joist® Headers and Beams General Notes · Roufld hkiM okay HEADER M~XIMUM ROUND WARNING Joists am unstable until braced laterally al-acing Includes: DO NOT walk on Jolata unffi bre~rl, INJURY MAY RESULT. DO NOT walk on/elate that are lying fiat, WARNING NOTES: DO NOT stack bulldln~ mgterlgla on unahHthed Joists. S~ck only over beams or walls, Lack of proper bracing during construction can resuN In serious accidents. Observe the following guidelines: · Weyerhaeuser, Mlcmlfam~, Parsiisms, Silent Flooi~, 31mberSmd®, TJI~ and True Jolal~ are regtstered trademarks and ILevel teafrademarkofWeyerhaeuaer. © 2006 Weyerbaeuaer Company. Nldghteresen/ed. PriatedlntheUSA. SERVICE #: SHEET 16 of 16