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HomeMy WebLinkAboutS102.0\A1;18'-11{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;5'-5{\H0.750000x;\S1#2;}"\A1;12'-2{\H0.750000x;\S1#4;}" P.A.*POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;8'-5{\H0.750000x;\S3#4;}"\A1;12'-2{\H0.750000x;\S1#4;}"\A1;6'-5{\H0.750000x;\S3#4;}" \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF. (@ OPT DALYIGHT OR WALKOUT {\LONLY}) \A1;2'-0"\A1;11'-3"\A1;34'-0" \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;3'-3" \A1;\pxql;SIMPSON LUS28 HANGER (TYP.)\A1;END JOIST\A1;END JOIST \A1;10'-0" POST \A1;2'-0"\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 \A1;2'-0" \A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;BOTH ENDS) \A1;9" POST P.A.* \A1;8'-5{\H0.750000x;\S3#4;}" POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) P.A.*\A1;\pxql;{\Farchqwiku|c0;PC3 (11.2k). PROVIDE 36"x36"x12" PLAIN CONC. FTG.} \A1;11 7/8" I-JOIST SERIES & SPACING SPEC. BY MANUF. \A1;2'-0"\A1;12'-3"\A1;19'-0" \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;3'-3" \A1;\pxql;SIMPSON LUS28 HANGER (TYP.)\A1;END JOIST\A1;END JOIST\A1;10'-0" POST\A1;2'-0"\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 \A1;2'-0" \A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;BOTH ENDS) \A1;9" POST REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES JOISTS\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.) ---- PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN2SCALE: 1/8"=1'-0" (11x17 SHEET)SCALE: 1/4"=1'-0" (22x34 SHEET) PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/8"=1'-0" (11x17 SHEET)OPT. DECKSCALE: 1/4"=1'-0" (22x34 SHEET)OPT. WALKOUT & DAYLIGHT SIM. (c) Copyright 2017 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office.---- Single Family ---- ALLISON II 2377.300 ..................... PRODUCT MANAGERINITIAL RELEASEDATE:REV#DATE/DESCRIPTION PROJECT TYPE SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBEROPT. DECK + SUNROOMOPT. WALKOUT & DAYLIGHT SIM....SO-3.0 PARTIAL OPTION PLAN - IN05/14/18 David Rutti