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HomeMy WebLinkAboutS000.2JOISTS\P(SEE PLANS) SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC1 2x P.T. DECK JOISTS \P(SEE PLANS)\A1;4"\A1;1 {\H0.7x;\S1#8;\H1.429x;" OSB OR 2x RIM JOIST (TYP.)} 2x EXTERIOR WALL\P(SEE PLANS) \A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C.\A1;JOIST HANGER (SEE PLANS) SCALE: 3/4"=1'-0"TYPICAL DECK POST FOUNDATIONA P.T. POST (SEE PLANS)@4x4 POST: SIMPSON ABW44Z BASE\P@6x6 POST: SIMPSON ABW66Z BASE ANCHOR BOLT TO BE EMBEDDED 8" INTO CONC. PIER GRADE \A1;FROST DEPTH\A1;(SEE LOCAL CODE) \A1;POST HEIGHT\A1;MEASURED FROM\PTOP OF CONC. POST PER PLAN / HEIGHT LIMIT (SEE PLANS) GRADE \A1;POST HEIGHT\A1;MEASURED FROM\PTOP OF CONC. \A1;1'-0" \A1;PLAIN CONC. FTG. TO FROST (SEE PLANS) %%UOR \A1;PLAIN CONC. FTG. TO FROST (SEE PLANS) \A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) \A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA2 \A1;9 1/2"\A1;TO 16" \A1;2x10 (9 {\H0.7x;\S1#2;}" - 12" HEEL) OR 2x12 (12" - 16" HEEL) SOLID BLOCKING PANELS EVERY 3RD TRUSS BAY (72" O.C. MAX) FASTEN EA. BLOCKING PANEL TO TOP PLATE w/ \P(4) 3"x0.131" TOENAILS OR \P(5) 3"x0.120" TOENAILS FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN) SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA1\A1;HEEL HEIGHT LESS THAN 9 {\H0.7x;\S1#2;}"\PNO BLOCKING REQ'D \A1;9 1/2"\A1;MAX. SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA3 \A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S3#8;}"x0.113" NAILS @ 6" O.C. \A1;HEEL HEIGHT BETWEEN 9 {\H0.7x;\S1#2;}" - 16"\PBLOCKING REQ'DHEEL HEIGHT UP TO 24" MAX. \A1;9 1/2"\A1;TO 24" MAX. \A1;BLOCKING MUST FIT TIGHT BETWEEN TRUSSES.\PFASTEN EA. END OF BLOCKING TO TRUSS w/\P(2) 3"x0.131" TOENAILS OR\P(2) 3"x0.120" TOENAILS @ TOP OF PANEL FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ (3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILSFASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)2x EXT. WALL\P(SEE PLAN) BTYPICAL GABLE END DETAILSCALE: 3/4"=1'-0" 2x EXT. WALL (SEE PLAN) FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/ \P3"x0.131" NAILS @ 8" O.C. OR 3"x0.120" NAILS @ 6" O.C. GABLE END TRUSS SHEATHED w/ OSB/PLYWOODPROVIDE GABLE END BRACING PER TRUSS MANUFACTURER AND/OR BCSI CTYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0" 2x EXT. WALL (SEE PLAN) I-JOISTS\P(SEE PLAN) RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C2x EXT. WALL (SEE PLAN) I-JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) RIM BOARD FASTENED TO SILL PLATE w/ \P3"x0.131" TOENAILS @ 6" O.C. OR 3"x0.120" TOENAILS @ 4" O.C. FOUNDATION WALL\P(SEE PLAN) FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C 2x P.T. SILL PLATE (SEE PLAN) \A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR GARAGE WALLE FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) FOUNDATION WALL\P(SEE PLAN) GARAGE SLAB (SEE PLAN) 2x EXTERIOR SHEAR WALL C1TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0" 2x JOISTS\P(SEE PLAN) RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C 2x EXT. WALL (SEE PLAN) 2x EXT. WALL (SEE PLAN) 2x JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D1 FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) FOUNDATION WALL\P(SEE PLAN) RIM BOARD FASTENED TO \PSILL PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C.FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C JOISTS\P(SEE PLANS) SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC2 2x P.T. DECK JOISTS \P(SEE PLANS)\A1;4"\A1;1 {\H0.7x;\S1#8;\H1.429x;" OSB OR 2x RIM JOIST (TYP.)} 2x EXTERIOR WALL\P(SEE PLANS) \A1;JOIST HANGER (SEE PLANS) AT WALKOUT/DAYLIGHT \A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C. JOISTS\P-SEE PLANS SCALE: 3/4"=1'-0"TYPICAL DECK LEDGER CONNECTIONC3 2x P.T. DECK JOISTS \P-SEE PLANS\A1;4" \A1;{\H1.0003x;(2)1\H0.7x;\S1#8;\H1.4286x;" OSB RIM OR 1\H0.7x;\S3#4;\H1.4286x;" LSL/LVL RIM OR (2)2x RIM} 2x EXTERIOR WALL\P-SEE PLANS \A1;JOIST HANGER (SEE PLANS) AT BRICK \A1;2x P.T. LEDGER DEPTH TO MATCH JOISTS FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. OR {\H0.7x;\S1#2;}" DIA. THRU BOLT + (3)12d NAILS @ 16" O.C.EXTERIOR WALL\P(SEE PLANS) (CONCRETE FND SIM.)\A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) \A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) \A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) \A1;4x4x{\H0.7x;\S5#16;}" STEEL RELIEF ANGLE (UP TO 9' OF BRICK ABOVE ANGLE) OR \P7x4x{\H0.7x;\S5#16;}" STEEL RELIEF ANGLE (UP TO 19' OF BRICK ABOVE ANGLE)\P\PSEE FASTENER SCHEDULE FOR FASTENING SPECIFICATIONS {\Farchquik|c0;FASTENER OPT. B}{\Farchquik|c0;BRICK HEIGHT}\A1;{\Farchquik|c0;9'-0"}\A1;{\Farchquik|c0;19'-0"} {\Farchquik|c0;FASTENER OPT. A}\A1;{\Farchquik|c0;\H0.7x;\S1#2;\H1.42857x;" THRU-BOLTS @ 12" O.C.}{\Farchquik|c0;FASTENER OPT. C} \A1;{\Farchquik|c0;(2)\H0.7x;\S1#2;\H1.42857x;" THRU-BOLTS @ 12" O.C.} \A1;{\Farchquik|c0;\H0.7x;\S1#2;\H1.42857x;" DIA. x3" LONG LAG SCREWS @\P6" O.C.}\A1;{\Farchquik|c0;\H0.7x;\S1#4;\H1.42857x;" DIA. x 3\H1x;" LONG SDS SCREWS @\P6" O.C.} \A1;{\Farchquik|c0;(2)\H0.7x;\S1#2;\H1.42857x;" DIA. x3" LONG LAG SCREWS @\P6" O.C.}\A1;{\Farchquik|c0;(2)\H0.7x;\S1#4;\H1.42857x;" DIA. x 3\H1x;" LONG SDS SCREWS @ 6" O.C.}Structural DetailsS-4.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 03-24-21 JGF AMK 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 13Indiana Divisionsheet: 05/17/21