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HomeMy WebLinkAboutS303.0JOISTS\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;14'-6" \A1;2'-0"\A1;9'-3" \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;9" \A1;3'-3" \A1;\pxql;SIMPSON LUS28 HANGER (TYP.) \A1;END JOIST \A1;END JOIST\A1;8'-4" POST\A1;1'-8" \A1;2'-0"\A1;\pxql;16" DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2) POST \A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BC4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH) \A1;9" \A1;\pxql;OUTLINE OF DECK ABOVE \A1;(2)2x12 DROPPED (CANT'D POST \A1;2'-0"\A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;BOTH ENDS) \A1;30'-10{\H0.750000x;\S1#2;}"\A1;5'-1{\H0.750000x;\S1#2;}"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveSO-3.0 PARTIAL 1st FLOOR FRAMING PLANSCALE: 1/8"=1'-0"1 OPT. DECK Optional Deck Framing PlansOPT. WALKOUT & DAYLIGHT SIM. 03/13/18 Adam Schriner