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HomeMy WebLinkAboutS103.0JOISTS\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) 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) \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. 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. 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;4x4x{\H0.7x;\S5#16;}" STEEL RELIEF ANGLE FASTENED TO RIM/SILL PLATE w/ {\H0.7x;\S1#2;}" DIA. x 3" LONG LAG SCREWS @ 12" O.C. (UP TO 9' OF BRICK ABOVE ANGLE)\PPROVIDE 7x4x{\H0.7x;\S5#16;}" ANGLE FASTNED w/ \P(2) {\H0.7x;\S1#2;}" DIA. x 3" LONG LAG SCREWS @ 12" O.C. (UP TO 19' OF BRICK ABOVE ANGLE) EXTERIOR WALL\P(SEE PLANS) (CONCRETE FND SIM.) \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.) \A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.) \A1;2'-0" \A1;12'-0"\A1;11'-2"\A1;10" \A1;49'-0" \A1;15'-0" \A1;10" \A1;14'-2" \A1;8" \A1;8" \A1;18'-7"\A1;7'-11" \A1;13'-0" \A1;2'-0" \A1;18'-0" \A1;18'-0"P.A. (3)2X6 SD.0213 (3)2X6 BM. POCKET P.T. 2x8 DECK JOISTS @ 16" O.C. \A1;P.T. 2x8 DECK LEDGER FASTENED TO RIM/LEDGER w/ (3) 12d NAILS & (3) {\H0.7x;\S1#4;}"{\Farchqwiku|c0;%%C x 3\H0.7x;\S1#2;\H1.4286x;" LONG SDS SCREWS @ 16" O.C.} \A1;4x4 P.T POST w/ SIMPSON BC46 POST CAP & ABW44Z POST BASE ON 18"{\Farchqwiku|c0;∅ SONOTUBE FOOTING TO FROST (TYP.)} \A1;P.T. (3)2x12 DROPPED END JOIST P.T. POSTP.T. POST P.T. POSTP.T. POST \A1;P.T. (2)2x8 DROPPED \A1;P.T. (2)2x8 DROPPED P.T. 2x8 D.J. @ 16" O.C. \A1;2'-0" \A1;8" \A1;18'-0" \A1;18'-0" P.T. 2x8 DECK JOISTS @ 16" O.C. \A1;6x6 P.T POST w/ SIMPSON BCS2-3/6 POST CAP & ABW66Z POST BASE ON 18"{\Farchqwiku|c0;∅ SONOTUBE FOOTING TO FROST (TYP.)} \A1;P.T. (3)2x12 DROPPED END JOIST P.T. POST P.T. POST \A1;P.T. (2)2x8 DROPPED P.T. POST P.T. POST \A1;P.T. (2)2x8 DROPPEDP.T. 2x8 D.J. @ 16" O.C. P.T. POST END JOIST \A1;P.T. 2x8 DECK LEDGER FASTENED TO RIM/LEDGER w/ (3) 12d NAILS & (3) {\H0.7x;\S1#4;}"{\Farchqwiku|c0;%%C x 3\H0.7x;\S1#2;\H1.4286x;" LONG SDS SCREWS @ 16" O.C.} \A1;2'-0" \A1;12'-0"\A1;11'-2"\A1;10" \A1;49'-0" \A1;15'-0" \A1;10" \A1;14'-2" \A1;8" \A1;18'-0" \A1;18'-7"\A1;7'-11" \A1;13'-0" \A1;2'-0" \A1;18'-0" \A1;18'-0"P.A. (3)2X6 SD.0213 (3)2X6 BM. POCKET P.T. 2x8 DECK JOISTS @ 16" O.C. \A1;P.T. 2x8 DECK LEDGER FASTENED TO RIM/LEDGER w/ (3) 12d NAILS & (3) {\H0.7x;\S1#4;}"{\Farchqwiku|c0;%%C x 3\H0.7x;\S1#2;\H1.4286x;" LONG SDS SCREWS @ 16" O.C.} \A1;4x4 P.T POST w/ SIMPSON BC46 POST CAP & ABW44Z POST BASE ON 18"{\Farchqwiku|c0;∅ SONOTUBE FOOTING TO FROST (TYP.)} \A1;P.T. (3)2x12 DROPPED END JOIST P.T. POSTP.T. POST P.T. POSTP.T. POST \A1;P.T. (2)2x8 DROPPED \A1;P.T. (2)2x8 DROPPED P.T. 2x8 D.J. @ 16" O.C. W10x12 DROPPED CONT. \A1;2'-0" \A1;8" \A1;18'-0" \A1;18'-0" P.T. 2x8 DECK JOISTS @ 16" O.C. \A1;P.T. 2x8 DECK LEDGER FASTENED TO RIM/LEDGER w/ (3) 12d NAILS & (3) {\H0.7x;\S1#4;}"{\Farchqwiku|c0;%%C x 3\H0.7x;\S1#2;\H1.4286x;" LONG SDS SCREWS @ 16" O.C.} \A1;6x6 P.T POST w/ SIMPSON BCS2-3/6 POST CAP & ABW66Z POST BASE ON 18"{\Farchqwiku|c0;∅ SONOTUBE FOOTING TO FROST (TYP.)} \A1;P.T. (3)2x12 DROPPED END JOIST P.T. POST P.T. POST \A1;P.T. (2)2x8 DROPPED P.T. POST P.T. POST \A1;P.T. (2)2x8 DROPPEDP.T. 2x8 D.J. @ 16" O.C. P.T. POST END JOIST copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15004 3007 Turin ModelIndiana Divisionsheet: DLGADDED 2 ELEVATIONS06/29/2017 NJDARCH REVISIONS02/15/2016 AAMADDED RIM BOARD NOTE UNDER ARCH. STAIR WALL06/15/2016 DLGADDED ELEV. EC0104/28/2017 SO-3.0 PARTIAL 1st FLOOR FRAMING PLAN1 OPT. DECK PARTIAL 1st FLOOR FRAMING PLAN2 Optional Deck Framing PlansOPT. WALKOUT BASEMENT OPT. WALKOUT BASEMENTOPT. DECK PARTIAL 1st FLOOR FRAMING PLAN3 OPT. DAYLIGHT BASEMENTOPT. DECK& OPT. SUNROOM PARTIAL 1st FLOOR FRAMING PLAN4 OPT. DAYLIGHT BASEMENTOPT. DECK& OPT. SUNROOM SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 10/03/19 William Hohlt