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Home My WebLink About32929-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33364 ~ate: 10/31/08 THIS CERTIFIES tl~t the building ADDITIONS/ALTERATIONS Location of Property: 560 GRETON CT MATTITUCK (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 107 Block 2 Lot 3.3 Filed Map No. __ Lot No. __ subdivision ( HANLE T ) conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2007 pursuant to which Building Petit No. 32929-Z dated APRIL 23, 2007 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 ADDITIONS, INCLUDING DECK, AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · ~ne certificate is issued to JAMES LEO & CHRISTINE G MURPHY ( OWi~ER ) of the aforesaid building. SuF~OLK CO[~%'~Y DEPAR~NT OF ~LTH ~PRO~ N/A E~C~RIC3%L ~RTIFIC3~]~ NO. 119469C 08/07/08 PL~ ~RTIFIC/~TION DASD 10/08/08 WILLILAM GREMLER /~/A~hor~S i gna tu re Rev. 1/81 ;'-7-~¥ ? t Form No. 6 · '~ I~ (~ ~ ~3 ~t ~g I , TO~OFSOUTHOLD ~p :, ~]~ ' ~ Il ~/I BUILD~G DEP~TMENT ~~ [~ TO~H~L 765-1802 ~g&.~LICATION FOR CERTIFICATE OF OCCUP~Cy This application must be ~lled in by t~ewriter or i~ and submitted to the Building DCpartmenC with the ~ollowing: A. For new Duilding or new use: Final su~,ey o~ prope~y with accurate location o~ all bm]dings, prope~y lines, s~rcets, and unusual natural or topographic ~eatures. 2. Final ~pproval from Health Dept. of water supply and sewerage~disposal (S-9 ~om0. Approval o~eleoLdcal installation from Board o[Fire 4. Sworn statement from plumber ce~i[ying that the solder used in system contains less than 2/10 o~ 1% lead 5. Co[~nCrcial buildiag, industrial building, multiple residences aud similar buildings and installations, a o~Cod¢ Complianc¢ fi'om architect or engiueCr responsiUle lb[ the 6. Submit Planmng Bored Approval of completed site plall l'eqklirelllellls. B. For existing buildings (prior to Alu-il 9, 1957) non-conforming uses, or I)uildings and "in-e-existing,, landuses: 1 Accmate smwey of prope~%: showing alt propei%, lines, streets, building and mmsual natural c. topoarap c features ' 2 A propcrl3 completed application and consent to inspect sikqmd b3 the applicant, lf'a denied, tire Building Inspectoi shall state II~e reasons fl~erefor in writing to the applicant C. Fees I Certificate of Occupancy - New dwelling $2500, Additions 1o dwelling $25 0 ), Ahc~ations to clwellmg $25.00, Sx~ llnning pool $23.00, lkcccgSOl-3' building $2500, Additions to acccsso~ y buildi ag $25 (i, Businesses $5C 00 2 Certificate ofOccupancy on Pre_existing Build g- $10000 3 Copy of Certificate of Occupancy - ,$.25 a Updated Ce~lifica/e of Occupan%~ - $50 00 5 Tempoiary Cellificate of Occupancy - Residential $1500, ( cmme~cial Si 5 New Constm?ion: Old ox~xisting~n~ ~ (check one) LocationofPrope,ly: ~gO ~R~4o~ 8i4<1( Neology House No~ Streel Hamlet Suffolk Cdunty Tax Map No lOOO, Seclion .. / Oq Block~ Subdixrtsion . Filed Map Health Dept. Approval: ~ Undemq,ers Al)iX-oval: Plam~ing Board Approval: Requesl Fee Submitted: Temporary Ce~lificalc _ _ Final Ce~lificate: (check one) ~Applicant Si~at~e ~:f'~ Town He~l, 53095 Ma~n Roa~ P. 0. 8ox 1179 Fax (536) 765-';823 OFFICE OF THE BUILDING INSPECTOR TOWN OF 8OUTHOLD Building Permtt No. ~ (please print) ~- 7 ease prlnz) ! certify that the solder used in the Water supply contains less than l/lO of 1% lead. Sworn to before me this or&fy Public, ~ County (Plumbers Signature) ELAINE T. VILLANO Notary Pubt~, State of New York ~o. 01VI6029229, Suffolk County ommlsslon Expires Aug. 9, ~ Issue Date 8/7/2008 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 119469C East Patchogue, NewYork 11772 (631) 286-6642 Issued To: Street: Village: Section: Mr. & Mrs. James Murphy 560 Greton Court Mattituck Zip: 11952 Town: Southold Block: Lot: Contractor: Elec-Tec Electrical Contracting Lic. # 4814-E Was examined and found to be in compliance with the National Electrical Code. Commercial ~ NVDefects Pool Lx~ lstFIoor ~X Indoor x~ Basement i~ HotTub Residential [ : Det. Garage ~ Attic X[Xl 2nd Floor ~Xl Outdoor ~ Addition ~ Survey Switches Receptacles Fixtures GFI Heaters 52 41 73 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps 1/20a I 20 1 30 1/30a 1 Gas Furnace Oil Gas Circulators Smoke Detector 1 x 4 7 Meter Amps Phase UG/OH Jacuzzi Television Bldg. Permit: 32929 Other Equipment ~1;'100 amp subpanel/2-A/C Disc./1-Air Handler Disc./32' Track/72 Track Heads Hugo S. Surdi President A/C Fans 2 4 Microwaves 1/20a Bell Transformer CO Detector 1 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32929 Z Date APRIL 23, 2007 Permission is hereby granted to: JAMES LEO MURPHY PO BOX 368 MATTITUCK,NY 11952 for : ~HDDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 560 GRETON CT County Tax Map No. 473889 Section 107 Block pursuant to application dated APRIL 17, 2007 MATTITUCK 0002 Lot No. 003.003 and approved by the Building Inspector to expire on OCTOBER 23, 2008./ ~ Fee $ 576.80 ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] ~JLATION [ ,-~]:INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PEh=;.ATION I / · DATE INSPECTOR__~~ Date: October 8, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Foundation/Framing/Strapping/Plumbing/Insulation/Fire Caulk Inspections Murphy 560 Greton Ct. Mattituck, NY 11952 Permit# 32929 To Whom It May Concern: Foundation, Framing, Strapping, Plumbing, Fire caulk, and Insulation inspections were preformed on the above addition and deck, and it is deemed that all this work was done as per plan and meet all state and local building codes. A pressure test was also performed on the entire plumbing system. Any other questions please feel free to call. . 9erely James J .. Date: October 12, 2007 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Framing/Strapping/Plumbing Inspections Murphy 560 Greyton Ct. Mattituck, NY 11952 Permit# 32929 To Whom It May Concern: A Framing, Strapping, Rough Plumbing inspection was preformed on the above property, and it is deemed that all this work was done as per plan and meet all state and local building codes. A pressure test was also performed on the entire plumbing system, and vent stack filled. Any other questions please feel free to call. erely James J.,l~koski FIELD INSPECTION I~EPORT I DATE I COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) INSULATION PER N.Y. -- -- STATE ENERGY CODE FINAL ADDITIONAL COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net~Southold/ Examined Approved ///~ ,20~ Disapproved a~c Expiration 20__ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO.~ga~ 8 ~ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans ./ Planning Bo/o*d approval Survey ~' Check~de~ -~'~fi ~ Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to:/~/1~ f~-/~ ?~ ~ Phone: APPLICATION FOR BUILDING PERMIT Date 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 ~~s, and to admit authorized inspectors on premises and in building for necessary inspections. ~/~ (Sigff~tur/o f applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee ng/neer, general contractor, electrician, plumber or builder Nameofownerofpremises ~/q/4f/~.f~ ~flLM_~ ~/ff?~"yT-'r-",e-~ (As on the tax rol~ '1 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. Location of land on which prot~osed work will be.~4one: House Number Street County Tax Map No. 1000 Section Subdivision /o7 Gqame) Block ~ Filed Map No. 2. State existing use and occupancy ofpremi~e~ and intended ~e and occupanc.E, of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee 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 Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Sizeoflot: Front Rear Depth .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated [~ 4~ 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 renloved from pre~i.~ses? YES NO X 1,*.NamesofOwnerofpr~mises /t~,,g,~,q~ Address /t4"eP/772~/~(/(_ PhoneNo ,~'~O'~J'gO Name of Architect ,//4/¢/f/& f'( ~/~[ z Address / Phone 73q - / WJ~ N~e of Con.actor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 ) ,//~/~,/,~/L J~7 ~z/.,c/,4~ V ~-~ 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 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 ~L.rc''~ dayof ~,,,~,_x 20~ h Notary Public ~ature of Applicant OWNER TOWN OF SOUTHOLD PROPERTY REGORD CARD ACR. 'E OF BUILDING LOT RES. ~./0 SEAS, VL..~ LAND IMP, TOTAL 14-b( DATE coMM. CB. MICS, Mkt. Value REMARKS TitiabJe Woodland Meadow[and House Plot Totol iE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD Total COLOR kJ Foundation ~'~, ~. Bath "~ Basement '"~'~1 ~. ~ Floors ~L/I~ Ext. Walls (~EbO/L ~t~ Interior Finish ~'~ Fire Place ~ H~ ~ ~ T~e ~f ~ Rooms Ist Flor ~ ~reation R~m R~ms 2~ Flor ~rmer Drlvew~ tLR, DR. BR. FIN. B Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORIM EXEMPTioNs: Yes No A. Does this project meet the minimum standards for classification as an Agricultural Project· ~ Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM~WATER~ GRADING, DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number.'. (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site cleating and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of mater/al within any parcel? Yes No Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet ofhor/zontal distance? Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) preparation within the one hundred (100) year floodplain of any watercourse? [-~ ~ 8. Will there be site Note: If any answer to questions ~ne through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, ~ . ,.,~ COUNTY OF SS That I ............ ..c~:..O¢..~-~... ~-~...~..~7~ .................. being duly sworn, (~eposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the ....... (~<~.D~)C' ............................................................................................................................... (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner or Owner's, 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 belier; and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; % IAPPROVED AS NOTED % I DATE:~ B.P, # ~;3~'"2 ~ NOTIFY BUILDING DEPARTMENT AT .,~,, ',,>~,, I FEE:~ BY: '~ ~," ~ 765-1802 8AU TO 4PM FOR THE ~ FOLLOWING ~NSPECTIONS: ~ I = ,~?~ ~ ~NDERWR~RSCER~Fi~J 1' FOUNDATION - TWO REQUIRED ~ c'°' ~ --~ ~ ~ ~ ~;: ;- ~ ~ ~ ~ '- ~ ~ ~ -- ~ RE~IR~ 2. ROUGH- FRAMING & PLUMBING . %~,.. ~T ~ c~ ~T' ;~ i ~ T~ ~gJ ~ ;3~ ~ :,g~ ~ .',~ ~ _-~ ~ ~ 4. FINAL- CONSTRUCTION MUST . I', ,,~, ~-,, '~, ~_,~2-~ ~~~~~' -,, ~ ~ ~ , , ,, , BECOMPLETE FOR C.O, .~ ,," ~ ~ ~ ~ ~2: ~ 3'g; ....... ,,,.h ...................... ~ -~ :"' ~-~ ~ ~:: ALL CONSTRUCT'ON SHALL MEET THE : . . REQUIREMENTS OF THE CODES OF NEW ~ ' cERTIFiCATION OF YORK STATE. NOT RESPONSIBLE FOR ~ i ~, ~., ~ ~ Z ~ ~ ~ Z ~ ' ~ 'i ..................................... [' ~ ~ / ~ ~ ~ ,.T ~ NAILING & coNNECTI~ ~.,,, ~ c~'. ~ ~,, ~ ~ .~.: , ~ I ~ ~ ~ ~ ~ ~ .~ , ~ DESIGN OR CONSTRUCTION ERRORS. . ~, . ~-~,.. ~ ~w ~ -- ~-.~ -~-.~- ~ 2 ~ :~ ~ ) ~ ~%- ~ NEW YORK STATE & TOWN CODES .... ~ ~ ~ ,~,,~. ~7~'.:.~f,~Z~' ~ ~ ~ ~ AS REQUIRED AND CONDITIONS OF ~ ~.~ % ' ~- ~ "~ ~l: C~ .... ' ........................... :~ ~ ~ ~~ S0~0LD TOW~ ZBA . ~, SHED ~ *:~ ~ SOUTHOLD TOWN TRUSTEES ~; . . ,,~ ". ,,,POOL,, ~ ~ ~ :..-,~: ~' :,-~ ~'-' ~.~ ,5~ ~:~ ~.~:. ~ ~qx~ OCCUPANCY ..., .,,., , ..._., ~;~ { Y~ ~- USE 18 UN~WFUL :' ' %~ "~'¢~': """'*"~ ~~ ~ ~ ~ ~ WITHOUT CERTIFICATE ~-~' ~ OF OCCUPANCY ~1~ ,- .... , I , , I S~E PREPERATION ] ' , 17.0' 3) CLEAR THE SITE AT L~ST 20 - 25 FEET (Ir APPLICABLE( rEON THE FOUNDATION. ~ 10.7 ' / ,,, , ' ,- ,' , A], CUT UP TREES (VERIFY W~TH OWNER) AND HAUL TH~M AWAY. ~ ALL CONSTRUCTION BH~L ' ~ ' '~ / ~ .... MEET THE REQUIREMENTS OF THE OUA~Y Of THE PRO~ECT S~E, ~ ~' 21 I / / / ,, ..... .. .. ..................... 0 OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 r~T Oe INSTALL SHORING ~ 3 8,4' EXISTING I STY. ~, ~). HILLSIDE EXCAVA~ON. EXCAVATE THE HILL BACB TO AN ANGLE OF REPOSE - THE ~ FRAMED HOUSE ,, A) AN UNSNORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE ~ [ EXISTING 22.3' ~.~CT~C~c.~ 3.6' 3 1/' I I I I I EX, BHED: 120 SQ. FT. I ~. PATIO: 23~3 SO. FT, ~ ~ Ex LOT COW~: ~ ~ I S 13°lq'O" E lq2.07' ' ' ' SITE PLAN EAST ELEVATION NORTH ELEVATION WEST ELEVATION S~LE: 1/4" = 1,_0,, SOUTH ELEVATIOIN SCA~: u,': ~,-o,, , -- 12" DIA, CONC, PIER S' BELD~ ~ ...................................................... ;r EXISTING FOUNDATION FLUSH H~OERS W/~O[ST , W~H BLOC,ING HID SPAN mB nEBAR e12"0c ,. *'-~'1 ........ ~.........~ , EERAMIC PRIOR TO POURING SLAB, IF E~OIANT IS INSTALLED - INSTALL ? EXISTING GARAGE ~ ~ ~OINTS, CONTROL ~O[NTS SHOULD BE .0 LESS THAN ONE-FOURTH THE ,) DOUBLE UP FLOOR ~OISTS UNDER PARALLEL WALLS ABOVE PROVIOE I ~ ~ m m ~1 NOSTRUCTURALCHANGESSHALLBEMADEW~HOUTARCH~ECT'S FOUNDATION P~N ~ PROJE~ NORTH SCALE: 1/4"= m POST (TYP.) m , o ~ ~ LIVING ROOM ' ' ' ' ' 1' ' ~ STUD COLUMN TO CONTINUE I EXISTING BEDROOM , , , , , ~ ............ . 5) ALL EXTERIOR OPENINGS TO HAVE DESIdN-PRESSURE UPGRADES WHERE h EXISTING GARAGE 2 - 2X DFC2 STUD POSTS UNLESS OTHERWISE SHOWN. ~ 7). NEW FLOORING TO ~XTEH EX]STZN6 UNLESS OTH[RWZSE ZNO[CATED BY EX ENTRY ? OFFZCE / DEN ow~E~ (G 6. TO VERZFY), FLOORZNG ZN MZTC.EN SHALL VIE , EXISTING BEDROOM EXISTING BEDROOM ' ' I TIE DETAIL ', ~ E~ COLLAR , ' ",, ,,~ SCALE: 3/4'" = J '- 0 " ',~" ~' ~ :' , , , ,, , , ~,, , , , ~ , ]~ , , , , ' , ',~ X ~', ~ ', ', ,, : ~- .................. , , EXISTING 3/~" DZA, HEADS, LONG ENOUGH TO PEN~RATE THROUGH PLYWOOD. USE SCALE: 1/4" = 1'-0' WZTH ROOF AND S]DE WALLS (TYPICAL] INTO SHINGLE SURFACE. COLOR/~PETOHATCHEXISTZN8 ~), NO STRUCTURAL CHANGES SHALL BE MADE WITHOUT APPROVAL BBFORE CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE A-5 OR GALVANIZED WOOD SCREWS WASHER~ (~ ]2" O.C J ~PICAL WINDOW OPENING ,~.,.,......,~,,,~.,~..,.....,o,~,. (LESS THAN 4'-0XSL0 ~PICAL DOOR OPENING =~,~o. S~LE: 1/4" = 1'-0" (LESS THAN 4'-0X8'-0" OPENING) FTC. (MORE THAN 4'-0X8'"0" OPENING) AS PER TABLE 1609,1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTE~ION (IF NOT USING IMPA~ G~ZING) WJNDBORNE DEBR%S PROTE¢JON FASTENING SCHEDULE FOB WOOD STRU~U~L PANELS WOOD STRU~U~L PA~E~ W%TH A ~]NJ~UH THICKNESS OF 7/t6" COVER G~ED OPENINGS WITH A~ACHHENT HARDWARE PROVIDED. (REFER TO SCION 1609,1.4, 1609.6,5 AND TABLE 1609.1,4 OF N,Y.S. RESIDEN~AL CONSTRU~ION CODE). THIS IS NOT A SUBS~TUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPG~DES WHERE APPLICABLE. HARDWARE MUST ACCOMPANY SHU~ERS FOR INSTAL~ON. PLUMBING SCHEMATIC ~^CNENROD ~ EOA~D~ ~ ~ OOF FELT LINER~ ~ ~ ,~,,~~% ~~~ ,LUAU,,. INSTAL~TION OF WOOD F~MING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED ~mOR ~ ~ FLUEUNER ~ ~ 50~ co.c.~A~Z2~gE~ ~, ~ ~ -[ _ OU~S~OEm~ STEPPED-PAN THROUGH WALL F~SHING FLOOR F~MING AT FIREPLACE FIREP~CES BACK TO BACK IN PAR~ s ~ ~ C~*~OUT ~,oo~ ~PI~L FIREP~CE SECTION ~' , _ COMBUS~BLE ~ ~ . NOMINAL ~" FIREP~CE TRIM TO COMBUSTIBLE MATERIAL A.~ FIREP~CE HEARTH E~ENSION REOUIREMENTS >AM~ER ~ ~5~ELF RUMFORD S~LE CONVENTZONALS~LE ~A~m~ GENE~L F~REBOX WAL~ REINFORCm CONCRSEs~RSE 51DE SECTION ~PAcENOmNAL l"W~H TERMINA~ONcHiMN~S SHALL E~END AT LEAST 2 FE~ HIGHER THAN ANY POR~ON OF A BUILDING SMoKESMOKEcHmB~RCHAMBERwALm SHALL BE CONSTRU~ED OF SOLID MASONRY UNITS, HOLLOW 33B NONCONBU~IBLE WEHIN 10 FED BUT SHALL NOT BE ~S THAN 3 FEE ABOVE ~E HIGHE~ POINT M~ONRY UNDS GROPED SOLID, STONE aR ~INFORCED CONniE. CORBEUNG OF I AI~PA~ W~TH WALL THICKNESS CHAM,,., WHEN UNmG OF ~.T~[FZED C~Y AT L~ S/~ ~NCH THICK, m P.O~D~D, , FLUE LINER ~ F FLUE LINING CNATERIAL) o~ c z26] AND ~HALL BE ~D W~M NEDJDM-DUW REF~DRY MORTA~ CONFORMING ATHIMBmOFFIREC~Y, RIGIDREF~ORYMATEmALORM~ALTHATWILLPR~VE~ HEARTH AND HEARTH E~ENSION .... , ' AREA CHAMBER ASH DUMP CLEANOUT ~INFORCED TO ARY THEIR OWN WEIG~ AND ALL IMPOSED ~OADS, NO CONBU~LE SMOKE = F~ES CONSTRUED TO RENNN ~G~LY CLOSED ~CEPT WHEN IN USE. CLE~OUTS HEARTH E~ENSION DIMENSIONS ', ' '"" ' ' ' '""' ~1 I I IN~ I I I J ~ EXCEPTION: I I I N I I ~ /~ I I~ CHIMNEYS SHALL BE PROVIDED W~H C~CK~S WHEN D]HENS]ON P~ALLELTO THE ~). N~ONRY ~REP~CE5 LISTED AND ~ELED FOR USE IN CONTA~ W~H CONBUS~BLE5 I I I I ' I I ' I I I RZDGE~NE IS GREATERTHAN 30JNCHES AND DO~ NOT]NT~ECTTHE R]DGEUNE, THE ~L I I I I ~ ~NTE~E~]ON OF T~E C~C~ AND THE CH]NN~ SHALL BE F~HED AND COUNTER- ~N ACCORDANCE ~H UL Z~7 ~D [N~ALLED IN ACCORDANCE W~H THE NANUFA~RER'S INhALaTION IN~RU~ONS~E PERM~DTO HAVE COMBU~BLE MATERIAL IN E I; 16 ~ .{ ~ 4E 1E 29 3~ 2~ 1~ 2~ 1~ 2~ ~ l~ 2~ AREA FOOTINGS AND FOUNDA~ON S~ALL NOT 8B IN CONTA~ W~H THE M~ONRY OR CONCR~E WA~ ~SS TH~ 12 INCHE~ CONVENTIONAL FIREP~CE RUMFORD FIREP~CE RQOFANDTHECH[NN~. W~H]N ~2]NCHESOFTHEF[~"~C"OP"N[NGSHALLNOTPRO]E~NORE~AN ~JBINCH AREA CsQ. 1N,) A B T 232 7-3[4" 17-3/4' 1-1/4 FIRE CLAY FLUE LINER mm~mm ~ ~m , I AREA Sg. IN.l A B T ,,I ,t I~" ~,~..=,,-,,= ~s-I/="~ ALLOWABLE HOLES - TJI Joists JOIST DETAILS ~,,~. ~,,-I~ ~-I,~"~ /~_~..~ ~ ~ ,~. ~ ~ ~ ~P[oor pan~[ nail - ~ NO LO~ BEARING WALLABO~ ,,.,,,,..,,,..,,...,.. .. ,,.,..,. BEA~ amd OOLU~N DETAILS ALLOWABLE HOLE8 - Beams and Headers BEARINGA?WALL WINOOWHEAOER CONNECTION WALL Joist FramTn~ ~ I o = BEAEtNG AT COLUMN TOP.LOADED~I BEAMS (t) J ,r~,. ~,~. ~,mm* - . ~ ~ ............ ' ................ ~'~"["'('~II~} .............. ~ ........ n .......... ~#"~C'"' This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for addmtmonal [nformat on. ~ ,o ) ~J Apr,102. 2007 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJIN~ APPF.~OYE~ UFP METAL CONNECTOFR~ FOP~- PF~OPEF~ ~IND ~515TANT I ~OOO ~ON~T~U~TION. FOLLO~ MANUFACTURE'5 ~E~OMMEN~ED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD ~ ~ RAFTER -- W~L STUD THE FLOORS TO EACH OTHER WI THREADED ROD ALL OPENINGS RT3 OR RT7 ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2Xl 0 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGeN BLOCKING ~24"OC i ~ CATED BY CONTRACTOR AS REQUIRED SILL PLATE(S) q) WALL SHEATHING '~ ~ ~NTILATION WOOD JOIST ~ ........ ~ BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTICSHALLBEPROVIDEDWITHA "~ "~ ~FASCIA ,~ ~ / /~ ,' P~OVIDE HEMMED EDGE AT INSTALL 4'0" C.C. A~D SO AS TO MAINTAIN AIR CONNECT TO B". 14" LSTA30 1-1/4'x30" 18ga. STRAF AND JACK STUDS ~ ~ -/ ~'-. ~~ GAP TO PREVENT CAPILLARY 4,,- 6, RAFTER RT~ 0 10-3/4" x 18ga. TYDOWN ANCHOR EACH RA~ER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED 14"- 16" LSTA36 %~/4"x36" 18ga. STRAF AND JACK STUDS B"- ~2" RAFTER RT20 21-1/8" x 20ga TYDOWN ANCHOR EACH RA~ER ~OFFITE~ ~E ON ALL OPENINGS G NAILS OUT I51DE BALL FL SNINO 6MIL POLY ON EXTERIOR ~ ST~L COLUMN ~ " ' ' ' ' ' ' ~ ~, K~AYFOOTING ~ ~ v~ CONCFTG. ~.'~. ~'~. x','/ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS S[DES~DTOP I/2"~UT L~ ~ .. , , . ~ (USPLBPS58ORBP583) (CRAWL SPACE OR FOUNDATION} I STORY 72,, CC TTPIC~L ~EA~ ~ETAIL SILLPLATETOFOUNDATION 2STORIES 36"OC 5TELL / ~OTTO~ ~E~IN~ (S~B-ON-G~E) ~-2 STORI~S S7" OC ROOF J~CK5 4 VENT5 DETAIL ~ ~~//1 I / CONC. SLAB ~ I /// DOORFRAME l, O ~ ~' ~ ~REINFORCINGBAR ~REINFORCINGBAR ,.. .OTCH EQUALS II4 DEPTH OF BEAM ~ ~ ~, ,, ~ '--'1 " ~ JOIST DRAIN TILE ~ =~ I[ ~ REINFORCE FOOTING WITH (2) fl4 REINFORCING B~S. 3" MINIMUM BERING SURFACE FOR WOOD BEAM ~RA~E DOOR WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L~SE THE FOLLOLUIN~ OR~ ~,PPf~O~/EE) UBF~ MET,AL OONNEC. TOf~5 FOR Pf~OPE~ UJIN[~ ~E~I~T~,NT OONBTf~UOTION. FOLLOLU rdANUFACTLtf~E'5 f~EOOMMEN~E~ INSTALLATION IN~TI~UOTION8 TO ~,CMIEE~/E M~,XIMUf"T UPLIFT LO~,E) O~PAOIT¥. 4" MAX, ~ ~ 4" MAX, 4" DIA. MAXIMUM MAXIMUM ' POST G'RDER,HEADER. ~ POET/COLUMN -~ 1Z'xI2"xl 2" __ ~ II CONCRETE FOOTING ~ ' ~' DECK POST FTG. CONNECTION DEGK/PO~C-H f~,ILING~ LOCATION USP NUMBER DESCRIPTION APPLICATION 5TAIt~ POST-TO-GIRDER/HEADER CONNECTION 4x4 POST PAU44ORWE44 POST/BEAM ANCHOR APPLYTO EACH FOOTING 6X6 POST PAL66 OR WE66 POSt / BEAM ANCHOR 'APPLY TO EACH FOOTING USE MIN. {2) 112" DIA. GALV. BOLTS WITH WASHERS AND NUTS MINIMUM / ~ - HANDRAILS GIRDE,~- HANDRAIL CONNECTION 'Q~ Z O I-4 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION H EADER/GIRDER-TO-POST CONNECTION , CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ~I~DEI~/14EADEF~ TO pO,~T/COL!.,Ih1N CONNECTION (3) BEAMS PAL68 OR WECEIPOST / BEAM ANCHOR APPLY TO EACH PIER LIJ.J ~PIEC OF SIDING BELOW / UNDI~TLI~tB, E~ ~OIL 5TAIR~ Tt~EAD POST/COLUMN ~) i : BRACETUBE O POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS~~. LOCATION USPNUMBER DESCRIPTION APPLICATION RIMJOIST/B ~ ~l~TUf~E~EEP / POOf~ 5OIL ,BT~IN~,E~ TO DECK/POF2CH CONNECTION ~xe SOLID COLUMi~ ~BEi§6 t PBSE66 / KCC~ POST CAP ANCHOF t~PPLY TO EACH COLUM[~ / GRAvELLAY 4-8" LAYER OF CRUSHED STONE OR HOLLOW COLUMN I SIIMPSON STRRI/2 I H,C. ANCHOR ~PPLYTO EACH COLUMi~ DECK/PORCH LEDGER CONNECTIONi !LEVEL AND COMPACT BY HAND WOOD JOIST JOIST BLOCKING~i~ ~ CON C, PIER FOOTING PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y,S, BASED UPON ICRC EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER'5495 AND SUBJECT TO THE COINDITIONS THEREIN. O ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER H EADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ~r' DECK & PORCH NOTES: i NAILING SCHEDULE int~concretewithamlnimum l/2"dia×7"longanchorboltwithwashemai~dnbltS,CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BR,DGINS 2-SdCOMMON EACH TOE atLed§er16" o.c.t° be fastened to building with 1/Z' dia. bolts wRh washers and nuts JOISTToONBEAMLEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST 3-16d COMMON JOIST NAIL to girder(s). %~,~¢\ .~...,¢~..?_~ .~,.../., SCALE: 1/4"=1'-0' A-10 4" MAX, MAXIMUM . POST GIRDER/HEADER, ' ~' DECK POST FTG. CONNECTION ~ECK/PO~CH f~,ILING LOCATION USP NUMBER DESCRIPTION APPLICATION 5T~,lt~ POST-TO-GIRDER/HEADER CON N ECTION 4x4 POST PAL44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAL66 OR WE66 POST / BEAM ANCHOR 'APPLY TO EACH FOOTING USE MIN. {2) 112" DIA. GALV. BOLTS WITH WASHERS AND NUTS HANDRAILS GiRDE,~. HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH pOST-TO-DECK CONNECTION H EADER/GIRDER-TO-POST CONNECTION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN USE MIN, (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ~ / (2) SEAMS ' PAL44 OR WE44 IPOST / BEAM ANCHOR APPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EGUIVALENT GRIPPING SURFACE C=II~.DEI~/HEADEF~ TO PO,~T/COL!.JHN CONNECTION (3) BEAMS PAL66 OR WECb POST / BEAM ANCHOR APPLY TO EACH PIER FLASiING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIEC OF SIDING BELOW LINDI~TLI~tB, E~ ~OIL GIRDER/HEADER O II II / / LAY PLASTIC BASE DIRECTLY ON 2- 1/2 DIA. LAG BOLTS W/WASHERS/ UNDISTURBED SOIL (ORGANICS REMOVED) ED TO BLDG. ~32" CC LEVEL BASE 5TAIR~ Tt~EAD POST/COLUMN ~) i : BRACETUBE i~.~ -' ~ __ FILL AS PER MANUFACTURES~ INSTRUCTIONS BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS ~ , LOCATION USPNUMBER DESCRIPTION APPLICATION RIMJOIST/B ~ DI~TUf~E~EEP / POOf~ 5OIL 4x4 SOLID COLUMh ~BS44 I PBSE44 / KC44 POST CAP ANCHOF NPPLY TO EACH COLUMi~ Ex6 SOLID COLUMi~ ~BEi§6 t PBSE66 / KCC~ ~OST CAP ANCHOF PPLY TO EACH COLUM[~ LAY 4-8" LAYER OF CRUSHED STONE OR TO DECK/POF2CH CONNECTION GRAVEL HOLLOW COLUMN SIIMPSON STRRI/2 H.C. ANCHOR ~,PPLY TO EACH COLUMr~ DECK/PORCH LEDGER CONNECTION ! LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL ~ LEVEL BASE = FIT CONSTRUCTION TUBE AND PLUMB ~,~ ~ BRACE TUBE COMPLIES WITH THE INTENT Of THE CODE AND THE MATERIAL OFFERED IS THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y,S, BASED UPON ICRC EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE COINDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER H EADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND NAIL NAIL NOTES JOINT DESCRIPTION QTY. 3PACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP 3- 16d COMMON JOIST NAIL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL BILL OR TOP PLATE FOOT NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS,'. WINDOW AND DOOR WITH WOOD TRIM' 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADRESIVE~ 3) SeAL BETWEEN WINDOW/DOOR ~TAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD Of LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN: 1). CAULK 3'OINT BETWEEN OPENING FRAME AND ROUGH OPENING, 2), DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY PLUMBING AND ELECTRICAL: SEALING PENETRATIONS' ALL PENETRATIONS THROUGH THE INSULATED ENVELOPe OF THe BUILDING MUST BE SEALED, RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3, INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E GEB). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, NEC OR GCCCNYS MAY BE ACEEPTED~ THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED A[RTIGHT BOXES OVER REcessED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATer) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIREULATING HOT WATer PIPe LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE A~R BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDes INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SfTING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCENYS SO3 S i. HVAC SYSTEM EFFICIENCIES' TH[; MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS SOS.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. BVAC CONTROLS: CONTROLS MUST eE IN ACCORDANCE WITH ECCCNYSEOS.B.2 AND §DS.3.S. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO SS DEGREES Or LOWER (FOR BEATING) AND/OR ES DEGREES (FOR COOLING)~ THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (Of AT LEAST 5 DEGREes) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE either SUSPENDED OR REDUCED SIMILARLY, NUMIDISTATS MUST HAVE THE RAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN SO AND GO% RELATIVE HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE ALL MEDHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WRGN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FDR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN GCCCNYS 5DB.S.B. FLEX DUCT MUST RAVE R-VALUE LABELS ON THE OUTSIDE 3'ACKET (ECCCNYS 102.5 3) DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED WHENEVER POSSIBLe, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDe WALLS THE INSTALLER MUST PROVIDE R-ih RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEAL,NC: DUCT SCALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK [eCCCNYS 503.3.H). ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS {EXCEPT LONGITUDINAL 30INTS THAT LOCK} MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL iE1A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL ISiS MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST Be LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECECNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE. EVERY BATHROOM IS TO HAVE A PAN THAT EXRAUSTS TO OUTDOORS. G.C TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLe METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HODDS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERe IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO Be IN ACCORDANCE WITH ASHRAE STANDARD GG-2OOB AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF loo CFM INTERMITTENT OF 2S CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. FOUNDATION: CRAWL SPACE: THe FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALue AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPL~NCE ANALYSIS. UNCONDITIONED BASEMENTS: l). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR ReQuIRED R-VALUE. 2). INSULATE THE STAZRWE[LL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR 3). INSULATE HEATING PIPEIS AND AIR DUCTS IN THE BASEMENt 4). SEAL DUETS Iff BASGMENIT. 5) SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THC FIRST FLOOR, SUCH AS WIRING AND PLIUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR FRAMING: SEALING BAND 3'OISTS DUN:lNG CONSTRUCTION: 1). CAULK EXTERIOR SHEAT'HING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIve TO TOP OF BAND ,TOIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 4). CAULK OR use ADHESIVE BETWEEN DRYWALL AND TOE PLATE. SEALING BAND JOISTS AFTER FRAMING {ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR pERIMETER, AND FLUSH WITH SILL PLATE. 21. CAULK ALL FOUR SIDES DF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS IST FLOOR DECK. l). FULL INSULATE JOIST CAVITIES. 2}. INSULATION TO BE SUPRORTED WITH WIRE RODS. EXTERIOR OPENING READGRS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS If HEADER HATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: l). PROVIDE HORIZONTAL BLOCKING AT 4S" O.C. AND AS NEEDED FOR NAILERS. 2) FIT CAVITY INSULATIOH CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. H). TOENAIL INTERIOR PAR'T[TION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR A~R SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND~ JOIST WELL ENOUGH TO PREVENT WTNOWASNING. 3}, SEAL SUBFLOOR ~OIST'5 WITH ADHESIVE. H), SEAL INTGRSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD SIT ON THE INNER EDGE Of THE SUPPORTING PLATe. ATTACHED GARAGE: l). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2).SEAL GARAGe CEILING FRAMING AND DRYWALL TO Keep OUTSIDE AIR FROM PIPE AND DUCTS. 3). SEAL ALL pENETRATIONS THROUGH BLOCKINB. 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTIHER AIM BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. MNEG WALL SUPPORTING ROOF: 1] SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATe USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION 3). PROVIDe BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT HOUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT With ALL WALL STUDS, PLATES, SHEATHING ANO DRYWALL IN CEil lNG AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO ~OlSTS ON BOTH SIDES WITHOUT GAPS. GUT AROUND OBSTACLES: INSULATION SBOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LAM,GEM PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AR[A. CATHEDRAL CEILINGS: 1) PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING 2(, PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. REScheck Software Version 4.0.1 Compliance Certificate Project Title: Murphy House Report Date: 03/16/07 Data filename: C.\Pregram Files\Cheok\REScheck\Murphy.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Greeton Ct, Ma[tituck, NY New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 24% 5750 Owner/Agent: DesignedContractor: Mark K, Schwartz, Architec~ PO Box 935 ,Cutchogue, NY 734-4185 Ceiling 1: Fiat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss: Ceiling 3: Cathedral Ceding (no attic): Wall 1: Wood Frame, 16" c.c.: Window 1: Wood Frame: Double Pane with Low-E: Door 1. Glass: Door 2: Solid: Wall 2: Wood Frame, 16" c.c.. Floor I: All-Wood JoistJTruss:Over Unconditioned Space: 147 21.0 0.0 7 210 30.0 0,0 7 539 30.0 0.0 18 734 21.0 0,0 28 138 0.350 48 81 0.350 28 21 0 300 6 t96 13.0 0.0 16 896 38.0 0,0 23 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York SLate Energy Conservabon Construction Code requirements. When a Registered Design Professional has stamped and signed [his page, Lhey are abesting that Lo the best his/her knowledge, belief, and professmnat judgment, such plans or specifications are in compliance with this Code. Name - Title Signature Dele Murphy House Page 1 of I A-11 GENEf ,L NOTE,5 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS= t). RIDGE-TO-RAFTERASSEMBLY'ROOF FRAMING: LA ,F,C T,ON I t-1/4" x 20 gauge strap shall be a~ched to each pair of raffe~ in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY, SPACING NOTES BUILDIN~ USE ~ESlDENTIAL D~ELLIN~ CONSTRUCTION NOTES: ineachendofthecollartieneednotexceedthetabulated numberofSdnailsinthestrap. RAFTERTO 8'WALL:3-SdCOMMON EACH ~UILDIN~ HBi~HT I~'-~ i/2" ~.~ 1), The information within this set of constmcfion documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL; 4-8d COMMON ~FTER TeE'NAIL EXi~Tm~ ~A~E tHO CNAN~) ~1 aC, FY,, ~ISTrN~ L~. e~ OHO CNAN~J. ~S~ SC, ~. intent and framing details, They are intended as a construction aid. not a substitute Lateral framing and shear wall conne~ions for ra~er, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH ~OE-NAIL for generally ac~pted good building pre,ice and complian~ with current New York accordance to table 3.3. When a ra~er or truss do not fall In i/ne wflh studs below, ra~ers TO TOP PLATE ~ ~0' WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wail top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE D~51~N C~ITE~IA PRESCrIpTIVE A5 PB~ N,T.5. ~ESlDBNTIAL CONSTRUCTION CODE AND ~nst~ction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift ~nnecgons. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM ~ SEC LAP NAIL ~5 5BO HJ~H ~IND EDITION, ~oo~ F~AME CONSTRUCTION ~ANUAL sound and a weatherproof completed product, shall be ~nnected with uplift connections In accordance with table 3.3c. CEILING JOIST ~PS AS PER TABLE 3,7 EACH FACE F~AMIN~ ELEMENT~ A5 P~ FLOO~ PLANS, 0~055 ~ECTION AN~ ~ENE~AL NOTE5 2). The General Contractor Is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM -SBC LAP NAIL EXT, ~ALCONIE~ meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TiE AS PER T~LE 3.4 EACH FACE DECK5 40 These codes are to be considered as pad of the spedfl~tions for this building and a~ordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO ~FTER WFCM - SEC END NAIL ATTIO~ a/o 5TO~E IO should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connecters in BLOCKING 2 - 8d COMMON EACH TOE ATTIC5 ~/ 5TO~E 20 accordance with table 3.3, TO RAFTER END NAIL ~E~I~N LOAD CALC~L~TION5 ~OOF (~OUND 5NO~ LOAD) 45 3). Dimensions shall take precedent over scaled drawings, RiM BOARD EACH END (LIVE LOA~5 PS~)- (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO ~FTER 2- 16d COMMON END i NAIL ~OOH5 (OTNE~ TN~N SLEEPINg} 40 First wall studs shall be connected to the foundation, sill plate, or boEom plate with uplift ROOM5 (SLEE~IN~) 30 4). The designer has not been engaged for const~cgon super/sion and assumes no :onnectors. Steel straps shall have a mtn/mum e~bedment uf 7 inches in concreteWALL FRAMING: 40 responslbill~ for construction ~ordlnatlng wl~ these plans, nor responsibility for bundatbn and slab-on-grade, 15 inches in masonry block foundations, or lapped under I NAIL NAIL - const~on means, methods, techniques, sequences, or procedures, or for safety :he plate and nailed In accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ~AU~AIL5 (ANT DI~ECTION) 200 precautions and programs in connection with the work. There are no warranties for a 3cLem plate, 3 inch square washes shall be used with the anchor bolts. Anchor bo~t QTY, SPACING EXPOSURE ¢ATAGO~T ~ specific use expressed or implied in the use ef these plans, spacing is to be spaced and sized in accordance t¢ table 3.2a. In add/lieu to spacing, TOP PLATE TO 2 - 16d COMMOk PER FACE NAIL anchorboltsaretobespacedbetweenS~12inchesfromtheendofasi~lplateandall TOPPLATE FOOT SEE NOTE: I LO~D PATH ~EE ~ONST~UCTION AN~rN~ P~TH CONNECTION 5). Refer to the Window and Door schedule for e~erlor openings. :orners. TOP PLATES AT JOINTS FACE (~OOF - FOUNDATION) DETAIL PA~E ~ ~NE~L NOTE PA~E iNTERSECTIONS ¢ - 16d COMMON LA. SIDE NAIL N~ILIN~ SCHEDULE SEE ~NE~AL NOTE ~E 6). The General Contractor Is to ensure that masonW or prefabra~ed ~replaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufa~ure's specifications and applicable cedes, type I e~edor shear walls with a minimum of 7/16 linch wood structural panel on the aEached with 8d common nails at 8" c.c. at the painel edges and 12" c.c. in the field, and STUD 2 - 16d COMMON O.C. NAIL E~E555~m.: SEE FLOOR PLAN5 AND DINDOD 7). The General Con[roCor Is to consult with the owner for all built-In Items , I/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel HEADER TO 16" C.C. FACE Fr~E PROTECTION such as bookcases, shelving, pantw, closets, trims, otc. edges and 10" c.c. in the field shall be in accordance with the length requirements specified HEADER 18d COMMON ALONG EDGES NAIL (SMOK~ ~ ¢02 DBT~CTO~) ~ SEE FLOO~ PLAN5 in table 3.15a-b. TOP OR BO~OM Z - 16d COMMON PER 2x4 STUD END T~M55 ~ESI~N N/A - 5T~N~A~D 5TIO~ F~A~E CONSTRUCTION P~TE TO STUD ] - 16d COMMON PER 2x6 STUD NAIL ENE~T OALOULATION5 8). Wind Icad requirements shall be taken into account during const~lon. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM P~TE TO: FOUNDATION NOTES:Type~exteri~rsbea~a~ssha~meettherequ~rements~ftab~e3.15a-bflmesthea~r~priate FLOOR JOIST, BAND JOIST ~-16dCOMMON PER FACENAILCLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z t), The General Contraclor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3,16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD O determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: ,,ow SPEED DESlSN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENI FLOOD 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED H~ARDS interior shoo,ails are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL 3). Provide 1/2" expansion Joint material be~een concrete slabs and abuEing 2'4'4'2 and 2.2.4 respectively. QTY, SPACING NOTES 45 LBS. 120 B SEVERE 3 FT. ~ODERATE SLIGHT TO JOISTTO: PER TOE TO HEA~ MODE~TE 11 NONE concreteormasonwwallsoccuringinexteriororunheatedinteriorareas, 8), CONNECTIONS AROUND E~ERIOR WALL OPENINGS:SILL, TOP PLATE OR GIRDER 4- COUMO" "O'ST ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be aEached with uplift connections in accordance BRIDGING ~) Any new concrete walls being a~ached to existing concrete structure shall with table 3.5. Window sill plates shall be have steal connecters In accordance with table TO JOIST 2 - 8d COMMON EACH TOE 3e installed with ¢4 re-bar, t8" long at 12" c.c.. Use approved epoxy for Installation. 3.5. END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 5), Unless other/se noted, all slabs on grade to be 2500 p.s./.. Concrete to be BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES z 3cured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, ~nterior slabs 9), CATHEDRAL CEILING ASSEMBLY: TO JOIST 2 - 8d COMMON EACH TOE ~ O END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C. 8d COMMON ~ 6" O.C. SEE NOTES: 1,3 :o be minimum 3-1/2 inch ~ick, Alt fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, tlhe ra~ers shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON ~ 6" O.C. 8d COMMON ~ t 2" C.C. SEE NOTES: I ( BOTH FIELDS) ~" maximum li~s (layers). anchored on top of the beam or slope connectors shall be a~ached to each rafter-to-ridge SILL OR TOP PLATE 3 - t 6d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD Z along the open ceiling pek of the building, Connedllons to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" C.C. 8 O " ~ z d C MMON ~ 40,C. SEE NOTES: 1,3 ]xl])' Crawl6 ~st spaceSiron foundadont° be providedvent forWitheve~a minimum150 sq, ~.18"x24"of area.aCcess opening. Install one a~ached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL .E. NOTES Z ?).DampproofexterloroffoundagonwithbituminouscoatingaspersecgonR406of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.SdCOMMON JOIST NAIL THESENOTESAREONLYTOBEREFERREDTOiFMENTiONEDiNSCHEDULENOTESONLY. TO BEAM O N.YS. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1), Unless other/se noted, all framing material to be ¢1 ACQ pressure treated lumber. BAND JOIST PER END the below grade poKion of exterior walls prior to bac~illing. All fasteners, hangers and anchors to be galvinizedl or stainless steel. TO JOIST 3 - 18d COMMON JOIST I NAIL 1), For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S. Residential Const~ion Code, 2). G~rdem for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER ~ TOE NAIL the 4 foot perimeter edge zone aEachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2 - 16d COMMON FOOT ~EE NOTE: t 2), Tabulated 12 inch o,c, nail spacing assumes sheath ng aEached to rafter / truss framing members with G>0.49, FRAM IN G NOTES ~,to concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ~OO F S H LATH lNG: For framing members with <0.42<G<0.4g, the nail spacing shall be reduced to 6 inches o,c. 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supposing girdem shall be anchored to a 12"x12"x12" thick concrete footing ~ JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Const~ction Manual. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ~. QTY, SPACING 3). Tabulated 4 inch o,c. nail spacing assumes sheathing to rafter / t~ss framing members with G>0.4g. For AS PER TABLE 3.8 framing members with 0.42<G<0,49, the nail spacing shall be reduced to 3 Inches o,c. 2). Unless othe~ise noted, all framing and structural wood material to be ¢2 + BTR, below grade. Porches with covered roofs shall haw12" dia. concreteplersforthegirders,I STRUCTURAL PANEL W"CU-S"C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o,c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3), Floors, walls, ceilings and ra~ers to be spaced at 18 inches c.c. unless noted 5). A minimum of 10 inch flashing shall be Installed baleen the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES other/se, Ledger to be fastened to building with 112" dia. bolts with washers and nuts Q~. SPACING 4' EDGE ZONE 8d COMMON ~ 6" C.C. 8d COMMON ~ 12" O.C. SEE NOTES- 1, 3 ( BOTH FIELDS) 4). Unless othe~ise noted, all bearing wa~l headers to be (2) 2x10 ¢2 + BTR, Doug. Fir. where needed. GYPSUM 7" C.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 8). Concrete piers shall be a minimum 6" above grade. WALLBOARD 5d COOLERS 110" O.C. FIELD INTERIOR ZONE 8d COMMON ~ 6" O,C, 8d COMMON ~ ~2" C.C. SEE NOTE: 3 openrngs. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H LATH IN G: N OTB S openings, Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supposed with hangers and ancho~ Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9, Provide fire [o girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5). All flush beams/headers to be installed with heavy duty galvin/zed hangem and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTU~L , PANELS 8d COMMON ~S PER TABLE 3.9 t). For wall sheathing within 4 feet of the ~rners, the 4 foot edge zone aEachment requirements shall WFCM - SEC be used, an~ors where applicable to all connecgng joists, PLUMBING NOTES 7/~,, os, 6d COMMON 3" C.C. EDGE 6). Double up floor joists under walls that mn parallel to the ~oor joist and under bathtubs, 1 ). All water supply, drainage and venting to be installed as per N.Y.S, Residential PLYWOOD 6" C.C. FIELD 2). Tabulated 12 inch o,c. nail spacing assumes sheathing a~ached to stud framing members with 7" O.C. EDGE G>0.4g. For framing members wflh 0.42<G<, the nail spacings shall be reduced to 6 Inches Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted Construcflon Code. GYPSUM 5d COOLERS 10" O.C. FIELD on plans. WALLBOARD 7). Provide 2 - 1-3/4" thick microlams ( height to match ~oor joists) around stai~ell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3), For exterior panel siding, galvin/zed box nails shall be pertained to be substituted for common nails other access openings unless other/se noted (typical), F Leer S H LATH IN G: NOTE: ~). if wall studs, plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL 8). Dormers running up roof raEem are to be suppoded by double rafters on either side 9rovlde adequate braclug and plates to prote~ and secure the st~cture, Verl~ with the JOINT DESCRIPTION Q~. SPACING CONT CTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless other/se noted. ~tate code and manufa~ure's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" C.C. EDGE EXISTING CONDITIONS, MINIMUM 3000~ CAPACI~. O 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES ~,, OR LESS 8d COMMON t2" C.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, under alt bearing walls, t ). Mechanical sub~ntra¢or is responsible for adhearing to all applicable codes and safetyN eTS S:2>. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at save vents between raffem, Install draft blocking as 'equfrements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. ~). HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 5~ctl¢n ~O2,¢ - ~[~LOOKIN~ REQUI~ED adhered with PL40O adhesive and screwed to floor joists. Finished floor to be installedELECTRICAL NOTES:members shall be doubled, or alternate conne~ors, t), rn concealed spaces or stud ~alls and par~l(lons, lncludln~ Furred spaces, at the ¢sfllne and 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 1-12 JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOPPLATE 10' WALL; 4-Sd COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE t0'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3~7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TiE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOk FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE iNTERSECTIONS ¢ - 16d COMMON LA, SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O,C, NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM ~ - 16d COMMON PER 2x4 STUD END PLATE TO STUD ~ - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST .~ - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTEI~ ICESHIELD SNOW SPEED DESIGN WEATHERIN, LINE TERMITE DECAY DESIGN UNDERLAYMENI FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 -gd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - t6d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT ~EE NOTE: t ,OOF SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING AS PER TABLE 3.8 gTRUCTURAL PANEL 8d WFCM - SEC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE gd COMMON @ 6" O.C. 8d COMMON @ t2" C.C. SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8 O " d C MMON @ 40,C. SEE NOTES: 1,3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL ~,S PER TABLE 3.9 PANELS 8d COMMON WFCM - SEC 7/16" eSE 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD lO" O.C. FIELD EAST ELEVATION sc~c~: ~/4'~ ~,_o,, NORTH ELEVATION s~c~: ~/4" = ~'-o" S~LE: SOUTH ELEVATION SCALE: ~/4" = 1'-0" / /~o~ o~:?'~ ._.,' ,, THAN ~BOVE FINISHED FLO0~* ~,_ ,, FOUNDATION P~N PRO]E~ NORTH SCALE: 1/4" 1'-0' ,45 BUILT A-2 ~ ' ~ , II o IUI , . · __~ ~ ~[::~ z_~ --~ ", : ~ ~/~ Z - I~ ~ I' ~ ~[ ', ,, , oo ~1:, X,, ' ' EXISTIN~ ~AT~~ /4x,- L ~E~ EX, ENT~% ~ OPFICE / DEN ~XI~TIN~ ~ED~O0~ ~ISTIN~ ~ED~O0~ FLOOR PLAN [ PRO]E~ NORTH SCALE: 1/4"= 1'-0' ~1~ '~'~/~;'-~"-~ x,::~FJ"~,, A5 UILT A-4 411 34~l 4,, TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 4,, 12" S,C TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUI-FERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUI-rERS FOR INSTALLATION. OGEE GU~FER ~ STANDARD DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE ILL Z 12" E)~Ep CONC* FOOTING* SECTIO~N A-A O 0- <[ Z 0 1/4 00, SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C,I~TO APROVED HOUSE SEPTIC SYSTEM TRAP PLUMBING SCHEMATIC N,T.S, ,AS E~UILT A-6