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HomeMy WebLinkAbout40685-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT < Do you have or need the following,before applying? TOWN HALL Board ofIlealth_... — SOUTHOLD,NY 11971 4 sets of Building Plans- TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 ra Survey SoutholdTown.NorthF"ork.net PERMIT NO. t '® Check___ Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit --- -...........--- Examined ,20 Single&SeparVe...._ .... .._,._. Storm-Water Assessment Form (/ Contact: at No 0 M Approved f 0 20 � Mail to:---- Disapproved ala Phone: 4 V�; Expn ati on.... ..... ..._._,20� �} IJ i 111 sp et MAY -AgP#'Al FOR B UILDING PERMIT Date 20 B • INSTRUCTIONS TOWN of SOUTHOLD 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. �(5ri nature of plicant or name,if a corporation) __........... (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owyu,t Name of owner of premises 7-L6-1y7A-AJ S aQt C' (As on the tax roll or latest deed) 1 applican is a corporation,signature of duly authorized officer (Na ne and ti e of corporate officer) uiloiers License No. Plumbers License No. Electricians License No. Other Trade's License No. (_ 14e-�f-a- 1. Location of land onwhich proposedwork will �t , t lid b ..... House Number Street Hamlet County Tax Map No.1000 Sdc'€io ' 1 Block l?( Lot 1� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and.intended use and occupancy of proposed construction: a. Existing use and occupancy Y rvti I I v I . b. Intended use and occupancy 2. FA 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal DemolitionX _Other Work (Description) 4. Estimated Cost �p6ty Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_ _ Number of dwelling units on each floor If garage,number of cars 22 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 3 Dimensions of same structure with alterations or addition Fr`p61"" //: i, .- !Rear Depth Height e Nt.imbd f�s h 8. Dimensions of entire new construction:Front hear !Depth Height Number of Stories 9. Size of lot:Front Rea Del7t JR- 10.Date of Purchase S e� I 201;- Narne of Former Owner l 11.Zone or use district in which premises are situated OOF'k'F 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NO``�_l Will excess fill be removed from premises?YES_NOX 14.Names of Owner of pretnises-4w" i:Sc a I'6a --A Address Phone No. q)4-3,1 (a 33 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *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. 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_X _ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF51JIK SS: r an C 15C Q `1�( Q _being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)lIe is the 0\rt) r (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%X66t.DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before nie thispp NO.01 DW6306900 �-1 day of (�. 20/Jp QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,a�'ign"tLlre Of t",.�pl iCan m�mm J1tar Public t 4 <C1/1v �. rc Mr `tea 2 , ^ r �.+ .r k T yY r� ?Q I ^4 $ � Y -.v m k I( rF v yu - S s A x. �I � IV 1 l 1 s ' ° -R ,�a 444"4yppp444J^p4V,g�s � �7 ffi �' .ti lip lm' sn wCl d 7l LQvn C J� I!1„w'!' VP (✓ .gv," p - .... 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I C I I `io 0 0 V) z 0 LLJ P� A O O � ------------ w w w Vol x 14 0 Ti dEiE9F o0 00 D El w as o0 as as . as as f=fiRONT ELEVATION SCALE: 1/4" = V-01" a . , z z (oz � w J (.0 � N Q O O Lo zoo = ti AUS 2 9 2016 0 •-• rtUDIZ Tr,*ate w O ....._VN OF SOU HOLD u- O .kr yah , •�r�� Y yr ~ �tf DRAWN BY: IF / REPAIR ALL EXTERIOR SIDING AS REQUIRED Q 8/9/2016 LAREMOVE/, EXISTING ROOFING AND INSTALL SCALE: SEE PLAN /i NEW 1/2" CDX PLYWOOD D D D INSTALL NEW ROOFING SHEET NO: ALL EXTERIOR SINGLE GLAZED WINDOWS LEST ELEVATION TO HAVE NEW STORM WINDOWS � SCALE: 1/4" = 1,-O„ INSTALLED FOR A COMPOSITE VALUE OF U==.35 0 z 0 w �—.• A O O 1:4w z O O� � H w w V! z riw9 O r r, r� r� �..' r01 ri ri ri r, ri r, r r r 1/// ri w w -- Z CD co z d- Z Z ELEVATION �' � � co fi�E E U) a. O (o SCALE: 1/4" = V-O" w U) LL O ry t; DRAWN BY: JF REPAIR ALL EXTERIOR SIDING AS REQUIRED 8/9/2016 REMOVE EXISTING ROOFING AND INSTALL SCALE: SEE PLAN NEW 1/2 " CDX PLYWOOD SHEET NO: INSTALL NEW ROOFING ALL EXTERIOR SINGLE GLAZED WINDOWS TO HAVE NEW STORM WINDOWS INSTALLED FOR A COMPOSITE VALUE OF U=.35 z �s CL LLJ A 0 o 9w zz EXISTING O STONE cn ^ FOUNDATION ������„// z �\ w w V � 14'-O' 12'-1'/z" 10 z w O ❑ F-11 M ------------ ------ -------------- O �o °• P v• d po o' �• •P v44o D• d v -D v4do ��• d ___- STUD WALL ON 16"WIDE FOOTING do, 12"WIDE FOOTING .a D,•a 3' BELOW GRADE 4 0 . 0 60 a a �• CdJ .P LL • W 7W • , Z (D C.0zd' 0 0 = _ Z r- �� - W CD 4X4ACQPOST X� ____ 0 10"dia.PIER 11u, u N ry) 24"X24"X12"GR FTG 2)27 8 ACC3GIRDE�f X 3'BELOW GRADE O O Lo Lo J of -- 41-011 -- -o Z m = EXISTING O 6 '-O" O O r �_ REMOVE @) '^ O STONE STEEL DECK ^^, /� FOUNDATION 00 AND SLAB EXISTING vJ L.L FOUNDATION W u— O FOUNDATION FLAN SCALE: 1/4" = 1'-0II Y � r DRAWN BY: JF 8/9/2016 SCALE: SEE PLAN SHEET NO: A D Vol z 0 -------------------------------------------------------------------------------------------------- 1 , - - - - - - - - - - - - 1 , 1 uj, I - , 1 , ' 8--011 1 , 1 1 , 1 , O1 , FW06080APLR W o z w w $ --------; Vol x CLI I a R EX. WORKSHOP Z W 26'-51/4" CH C/) w 1 0 z ' 1 10'-6" 10'-6" 5'-03/411 6'-03/4" 13'-111/211 w ' TW2442-3 TW24421,3 O ♦ (3) 2X10ACQGIRDER `.-' (3) 2X10ACQGIRDER `,-' ✓� DN 01. I 6X6 COLUMN ON 12"dia.PIER i w/2'X2'Xl' FTG. ' v T BELOW GRADE a ' (TYPICAL) m UP Lu , 0 I ' co C1 60 S i I� LL EXT WALLco ' 1 U N ABOVE� p _iiiLL�.��. .g�_ _ _ (3)1-3/4X9-1/2 P(ML (UPSET) ix (3)1-3/4X9-1/2 ML(UPSET) - TI —T - T T r W041 OAPL (2) 2X8 L - - (4) 2X10 FLUSH BEAM REPLACE EX.WDW. 00 I .I 1 I. N II SKYLIGHT II 6X6 COLUMN 0 II =,I ' ON 12"dia.PIER �o w/2'X2'X1' FTG. @ EXT.WALL L _ _ —I— — fol % 3' BELOW GRADE 11 ABOVE (2_) �X8 - w l -- -- (TYPICAL) X EXISTING I N EX. GARAGE CONCRETE EX. LIVING ROOM (3)1-3/4X9-1/2 ML:(UPSET PATIO10A"CLG , I CL IW I 1 C •o BEAM TO BE EX. LAUNDRY O - I 2X10 @16"OC BY FP WASUPPORTED , O w EX. FRONT ROOM 0 - 10'-1"CLG m 0 -1 'Q - _ - _ - _ - - - _ - _ - _ - _ - EX. KITCHEN �D (3)1-3/4X9-1/2 ML (UNDER WALL ABOVE) 10'-1" CLG X W N N I 1 _____________________ _____________________ z m + 1 1 1 1 I 1 1 1 • 1-- A I v A 47 I W 1 I 1 1 1 1 1 1 L111-011 1 1 I , 1 „ ' , i 1 5-4/2 4-1 O/� 4'-9" ( > d. 1 pN 1 I 1 I •----- Z Lo O ELI , I I 1 I z - ------------ - - T-0, N t------- X D DN UP 51_611 ` 0 O I Lo o1 .C� EX. ENTRY F------- EX. DINING O Q 2X10 @16"OC 10'-1"CLG ; _____-_ 10'-1"CLG 0 � « co coa. O (o I� __ _ W U) 3'-0" NEW BA 9'-0" 1 FORMER PORQH 1 I 1 REMOVE COLUMN in - O -- -- UP 5'-11"CLG N g'_5" AND WALL4 3'-1" (3) 2X10 ACQGIRDER ' ' 1 ' N F1SCf" I I 1 ffA ji --- TW2636; 6101/211 1O/2, n ' 16-O/2 I l Ri ;M - 1 NEW WOOD STEPS 12 1" i 49. 5" «4�y 1 1 EX.STONE STEPS TO REMAIN 1 ------- REMOVE ALL WALL FINISHES, EXISTING DRAWN BY: IF ELECTRICAL WIRING, AND ALL PLUMBING 8/9/2016 f=fR0f=06ED IST, FLOOR f=LAN INSTALL NEW INSULATION, SHEETROCK SCALE= 14" _ V-01' AND MECHANICALS AS REQU I RED. SCALE: SEE PLAN INSULATION TO BE AS FOLLOWS: SHEET NO: CEILINGS = R38 WALLS= R13 FLOORS OVER COLD SPACES = R19 AF--j v z O EX. DECK W �—• A O f�i W zz o Li w w Vol x I~ Z w O UP I EX. LIVING ROOM O DN DN NEW DECK o FW041 OAPLR — — — — — — — — — — — REPLACE WINDOW OVER DECK TDECK CHEN EX. KITCHEN KYLI G HT// 1 11I EX. BATH EX. BEDROOM00 O O 9'-6"CLG LlV, EX. BEDROOM DN 3 9'-6"CLG UP J 0 Q p NEW STAIR TO 0 Z LOFT PATIO .o w • EL UP __________________ EX. BEDROOM NEW DECK - - --6.5„-------- NEW WVER LAUN DECK EX. BEDROOM w EX. HALL EX. BATH W.I.C. 9'-6” CLG O 9'-6"CLG , Z 9'-6" CLG Z � zLo • � DN III (Dw `o O00 C.0 DN O co = EX. BEDROOM (n M 9'-6"CLG BATHROOM O LL W � � � FORMER BEDROOM _ EX. BATHROOM Ma r"" �" O �,`� p,�,.. \\ i��.. � 0", °SN, _j v s4°`~ NEW 2ND. FLOOR f=LAN SCALE: 114° = ,'_011 REMOVE ALL WALL FINISHES, EXISTING ELECTRICAL WIRING, AND ALL PLUMBING DRAWN BY: IF INSTALL NEW INSULATION, S H E ETROC K 8/9/2016 AND MECHANICALS AS REQUIRED. SCALE: SEE PLAN INSULATION TO BE AS FOLLOWS: CEILINGS = R38 SHEET NO: WALLS= R13 FLOORS OVER COLD SPACES = R19 D V) z O U-1 �--.• A O O fx W z 0 O2� cn H w w PATIO a z w O 0 DN ATTIC p D EX. BEDROOM DN EX. ATTIC EX. BEDROOM ct W W • 1 Z EX. BEDROOM (D co z Lo Lo z J co � N Lo O m � ti C! 0 W0- 0co 3iR[) FLOOR f DLo4 1 LL SCALE: 1/4" = V-O" O A Q'2'5 DRAWN BY: JF 8/9/2016 SCALE: SEE PLAN SHEET NO: ALL WALL FINISHED TO REMAIN F-1 0 Vol z O cz L O O W EXIST. - - ZZ O .1 - - - - (n H W W V) x " EXIST. W O 0 c�n _ RAI LIN O J rn 5/4 DECKING OVER rn 5/4 DECKING OVER EXIST. 2X ACQ SLEEPERS 2X ACQ SLEEPERS — - 2X8 @16"OC (TAPERED) SKYLIGHT 2X10 @16"OC (TAPERED) — - - — 6EXIt (3) 1-3/4X9-1/2 EPDM OVER !7 (3) 2X10 3/4 AC SHTG. ML GIRDER POST POST 6X6 ACQ p COLUMN RAILING O M ry /4" SUBFLOOR 3/4" SUBFLOOR W 2X8 FJ 016"OC 2X8 FJ @16"OC EX FJ i i ° a ° a W •\ ° ' a REPLACE EX. a ° __ ___- __ - D _; _ ; It NEW CONC. SLAB _-- _ ° STIEEL DECK P ° D a OVER COMPACTED FILL ° (� z P• D D �e I D F - P" Lo Z r' <7 o �r SLAB ° ° . ° ' 12"dia. . Q EX. STONE Af ° D - �... : a ;GONG.- ... .. ... - - ° J i D D . -- h � ° ° a FOUNDATION D PIER t ---_- i. . ... _ .. P. . ..... ..... QOOcfl a ° rr T r ° Tr1�rr rr- ,° 1N11 11NIi�11 ae z m = ---- i. Him EX. STONE '° • a ° 4 STEEL STEEL a D . P- D D EXISTING COLUMN COLUMN °e °° °D D ° O FOUNDATION o ° a 4 FOUNDATION PERIMETER FORK ° ° - 4 e a e ao ° EXISTING e P P D ° D ° ° FOUNDATION (n 0 STAIR (TYP) W U) 24"X24"X12" P ° ° CONC. FTG. 0 a1, v EX. SLAB SECTION ° SECTION C C P •D P I t-.,' _ ° -Tall ° 4 ° D ° D ° SCALE:: 3/6" = 1'-O" ° D SCALE:: 3/6" = V-O" _ 36"X36"X12" FTG. 36"X36"X12" FTG. m P — - - — 12" FTG. DRAWN BY: IF S ECT I�� — Atl�t � `� �0 8/9/2016 SCALE:: 3/6" = V-O" SCALE: SEE PLAN cs t w Essl l,.•y SHEET NO: A a WIND LOAD) PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KIN STUDS Z G ENDWALL CRIPPLE STUD RAFTER WALL STUD e BOTTOM PLATE u RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION W 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 1 Q O CONNECT TO 1 SIDE OF ALL CORNERS ON EALLOPENINGS ATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPUICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR J HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 J 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH PENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) OISTS. UNDER WALL. O THE FLOORS TO EACH OTHER W/THREADED ROD RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC � w z WALL STUD / THROUGH-ROOF EXHAUST O VENTS SELECTED AND CA H LOCATED BY CONTRACTOR z Z METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Vol x Fw-I RIM BOARD CHIMNEY RAFTER AS REQUIRED a RAFTERS MAINTAIN z WALL SHEATHING VENTILATION [� O SILL PLATE(S) WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST MAIN AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER �•r INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS \` , SHALL BE COVERED WITH CORROSION- 1 CONTIN. SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ' INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION FLASHING TO FORM CHANNEL OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAVE Q 8"-14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS ,' GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8"- 12" RAFTER RT20 21-1/8"x 20 a TYDOWN ANCHOR CONNECT TO 14 - 16 LSTA36 1-1/4 x36 18ga. STRAP AND JACK STUDS g EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / / ROOFING LAPS BASE FLASHING 4INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION PRE-MANUFACTURED 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN. 1-1/2" ' ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR, ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS • �/ ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR OF ROOF LL PLATES TO EACH STUD W W DBL. SILL PLATE z TERMITE SHIELD I SUBFLOOR SILL GASKET WOOD JOISTS d- NEOPRENE I z Z L{') CONC. SLAB t,` GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE r .. 0) TYP. CONC. FOUNDATION � � �• _ W (� DAMPPROOF EXTERIOR 6 MIL. POLY v `� � - GRANULAR FILL � � ' ,- � BO�LtED t0 StEEL BEAM WITH Q (V EMIL POLY ON EXTERIOR ` ) - I 1/2 DIA. BOLTS 48 o.c. STAG. < 00 X J v STEEL COLUMNLo p CONC.SLAB ° a ° a �'o ° \ \/ ROOF JACK I 1��� \ STEEL BEAM z a i COMPACT FILL o a �° =D , �` TOP AND BOTTOM PLATE O Q KEYWAY FOOTING o ROOFING LAPS ° a ;k� FLASHING AT WITH 1/2" x 6" ANCHOR BOLT L�'� CONC.FTG. o Q'o o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� I/2" GROUT O ° o ANCHOR BOLT CONNECTION W \ o u 0 o e (USP LBPS5i8 OR BP583) 3" STEEL. COLUMN � REINFORCING BAR ,--' � LL � FOUNDATION 5/8"DIA.(ANCHOR BOL _ I � I DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS C 10 KIPS J O SILL PLATE TO FOUNDATIONROOFING AT BOTTOM - �/ CRAWL SPACE OR FOUNDATION 1 STORY T2"OC - L.L TYPICAL SEAM DETAIL SILL PLATE TO FOUNDATION � TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 336"OC STEEL / SOTTOM SEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC. SLAB ii/ �—SUBFLOOR 6X6 10/10 WWM GARACsE11 DOOR FRAME_� COMPACT FILL DOOR G JOIST � USE 2X8 IL FOR BLOCKOUT STEEL BEAM DRAWN BY: JF 4" SLAB :t I = ®� NE P.T. PLATE � W/ 6X6 WMM a °� v SLOPE DRIVEWAY—® NOTCH JOIST AND ADJUST HEIGHT A,Q'�+� �vsc/y �, 1/2 AIR SPACE < ► < -1 1/24 , a e (WITH A NAILING PLATE IF NEEDED) ' r.. �- 8/9/2016 AT END AND " - �� ° STEEL TO BE APROX. 1/2"OR HIGHER THAN BEAMSADE a a a / c (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � CC ' h ? ,+x SCALE: SEE PLAN a -'a 6X6 W.W.M. 'n Q'� 'q < /�'i NOTCH BEAM FOR MUDSILL IF REQUIREID-- MAXIMUM —� I ' o , p ' °� Illi-lila MIN. •" .n •" REINFORCING BAR �i—I p ,• III—I � SUBFLOOR t��� •S2y1 ��- . C REINFORCING BAR o ° NOTCH EQUALS 1/4 DEPTH OF BEAM -III a oe.e• �D GIST for-' DRAIN TILE °I.--.a - �►I "'P SHEET NO: SHEET METAL/30#FELT UNDER BEAM AT POINT I I L• n e e 12' ° OF CONTACT WITH CONCRETE OR CONC. BLOCK 1iii-i i i_iTi-iTi—iTi—iii-i im STEEL BEAM TYPICAL CONC. MONOLITHIC FOUINDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °„ SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLocKour SEAM POCKET Q O 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4" MAX. V) KING STUDS 4" DIA. MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS T. 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE z RAFTER JACK STUDS Co RAFTER-TO-LEDGER CONNECTION W � LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: �... A 0 RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. cJT,�(� RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. O ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. Girders on concrete piers shall be anchored with proper steel connectors anchored w 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. < Z Z MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete O footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Sha V) [--i HANDRAILS RAFTER be 3 ft.below grade. "���/// Z Z 4). Deck joists to have blocking at 8'0 o.c.. ( /1 Fwd w RAFTER Vol W 0—I a 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing 9 and over the ledger.Ledger to be fastened to building with 1/2"dia. bolts with washers w O POST and nuts at 16"o.c. z F-4 TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. Cn TOP PLATE O BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored 0 RIM/DECK JOIST-- to girder(s). WALL STUD ° OPEN BALUSTER ATTACHED TO WALL '�'T WALL STUD ° 8). Covered Roofs shall be assembled and anchored the same manner as a typical building 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. Q RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH NAILING SCHEDULE RAFTER/PLATE RT15 TYDOWN ANCHOR SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ONNECTFTO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUDR CONNECT OVER ROOF MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8 - 12 RAFTER RT20 21-1/8 x 20ga.TYDOWN ANCHOR EACH RAFTERNAIL I NAIL JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3. WFCM-SBC 4" MAX. 4 DIA. MAXIMUM " GIRDER/HEA GIRDER/HEADER ROOF FRAMING: )ER ° JOINT DESCRIPTIO Qom. SPACINGNOTES _ o ° Z JOIST POST/COLUMN RAFTER TO 8'WALL:3-8d COMMON EACH o ° TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE-NAI POST/COLUMN0 CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPr AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATIONWFCM-SBC TO RAFTER END NAIL RAILING SPLICED JOISTS OVERHEADER/GIRDER 4x4 SOLID COLUMN PBS44/ PBSE44/KC44POST CAP ANCHOR APPLY TOEACH COLUMN BLOCKING EACH TOE DG /FORG 6x6 SOLID COLUMN PBS66/PBSE66/ KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GI RDER/H EADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH END � JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL W W • , z ° ® STU WALL FRAMING: (D Z BEARING PLATE GIRDERJOINT DESCRIPTION NAIL NAIL NOTES r QTY. SPACING W Cfl Q N • TOP PLATE TO PER ° TOP PLATE 2-16d COMMON FOOT FACE NAIL J X �I Lo ° WOOD JOIST TOP PLATES AT JOINTS FACE . Q • •- 4-16d COMMONO INTERSECTIONS EA.SIDE NAIL z m = ti STUD TO 2-16d COMMON 24" FACE O �— i'1 LEDGER A• STUD O.C. NAIL O 1 r GIRDER/HEADER CONCRETE PIE HEADER TO 16"O.C. FACE vJ M WOOD JOIST WOOD JOIST HEADER 16d COMMON ALONG EDGES NAIL vJ Q_ O (� •. , •, TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END W v! PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL DOUBLE 2x BOTTOM PLATE TO: PER O LL FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST, BAND JOIS 2-16d COMMO (MINIMUM) END JOIST OR BLOCKING FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH n/ FOR HEADER HEADER/GIRDER-TO-POST CONNECTION L1- LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOITS APROX. 1/4" HIGHER THAN LVL HEADERS ROD TO ALLOW FOR SHRINKAGE. REQUIREED (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. THREADED RODJOIST TO: 4-8d COMMON PER TOE PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL CNW COUPLER NUT BRIDGING 2-Sd COMMON EACH TOE DRAWN BY: JF 1/2" DIA. LAG BOLTS W/WASHERS TO JOIST END NAIL CONNECTED TO BLDG. @16"OC MINIMUM POST BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL WOOD JOIST END DISTANCETO TO: 3-16d COMMO EACH TOE 8/9/2016 BLOCKING / SILL OR TOP PLATE BLOCK NAIL �. o '�' ...• = MINIM M � � .. LEDGER STRIP EACH FACE �'• ""' v FLOOR FRAMING o TO BEAM 3-16d COMMON JOIST NAIL , 1vC67�.�Q�� SCALE: SEE PLAN 2x JOISTS o • o a END NCE o .; • 12"x12"x12" •" • A �- V JOIST ON LEDGER PER TOE 3-8d COMMON CONCRETE FOOTING n ,Wo WOOD GIRDER "" •g' �„" „" TO BEAM JOIST NAIL , ,r- C � �_ , � BLOCKING FOR JOIST HANGER " A BAND JOIST 3-16d COMMON PER END > TO JOIST JOIST NAIL SHEET N O LAG BOLTS HOLLOW COLUMN UPLIFT BAND JOIST TO: PER o- o C7 • RIM JOIST/BD. P SILL OR TOP PLATE 2-16d COMMON FOOT TOE NAIL �Qj 0. 05 261 SPLICED JOISTS OVER HEADER/GIRDER INSTALLAS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION � 'c ��SS�0�1�`� PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTINGQ 0 WIND FRAMING NOTES NAILING SCHEDUL PLAN CONTENTS: GENERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTIO NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTAL SQ. Ft, OF CONSTRUCTION C intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CTO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND V1 State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SSC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL Z sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 0 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 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 TABLE 3.4 EACH FACE ATTICS �0 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - BBC END NAIL ATTICS w/o STORAGE 10 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 connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 CZ 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIIL NAIL STAIRS 4p construction means methods techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY AIREGTION� 200 l q q P QTY. SPACING precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY A 0 specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE 0 INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 9 W 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Z Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 0 S m.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION y Z H 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases, shelving, pantry, cllosets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL Z TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION W in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END v 1 H 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC a W FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria D length adjustment factors in table 3.16. FLOOR JOIST END JOIST BOTTOM PLATE TO:OBLOCKING BAND JOIST 2 - 16d C�OMMO PER FACE NAIL CLI MAT I C & G EO G RAP H I C DESIGN CRITERIA Z F-1AR 1). The General Contractor and Mason to review plans, elevations, details and notes to FOOT SEE NOTE: 11 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD O C/1 determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS ••��. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 130 B SEVERE 3 FT. MODERATE SLIGHT TO .�., 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Any new concrete walls being attached existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIAT be NOTES be installed with #4 re-bar, 18" long at 12" o..c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 . CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). BLOCKING TO: EACH TOE �� SEE NOTES: 1 ( BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST 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 town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Win ) posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QN• SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g g AS PER TABLE 31 framing members with 0.42<G<0.49 the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANE WFCM( -SBC 8d 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 NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO Qom, SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS)4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. where needed. GYPSUM 7"' O.C. EDGE NOTE: 2 FOR PANEL FIELD W 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fi . 5d COOLERS Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 1©" O.C . FIEL INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 W ( )j ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING. 1 z openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES (D Z Lo openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fir to girder(s). JOINT DESCRIPTIO THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. z and blocking where applicable. QTY. SPACING z 8). Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall w Q N 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. J X J Ln 7/16" OSB 6d COMMON 3" O.C. EDGE � Q Q O CD 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu 9). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with z m ti Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. O tans. WALLBOARD 5d COOLERS 10" O.C . FIELD O on P 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. f - O � 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: NOTE: W U under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY LL 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 10 needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIEL 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0- 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood(. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. Q adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed a HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) equipment supplier. over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wfall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls ar contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements fior structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor DRAWN BY: JF to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructedusing parallel rows of studs or staggered studs. 8/9/2016 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails :shall be permittedOr7p to be reduced tot - 16d nail per foot. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Q� C& k� SCALE: SEE PLAN 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates t 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. y <) crj. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. m i SHEET NO: 4). At openings around vents, pipes and ducts at ceiling and floor level to resist the free passage of '` os I 9 P 9 �"'' ' aSS10�n�, flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. Q