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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) 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 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;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.} METAL HANGER BEARING WALL ABOVE (B.W.A.) AREA OF FLOOR SYSTEM DESIGNED FOR TILE BEAM / HEADER INTERIOR BEARING WALL INTERIOR BRACED WALL PANEL INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING Structural DetailsS-3.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 05-21-20 JGF JTF 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 19Indiana Divisionsheet: 05/28/20 William Hohlt