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HomeMy WebLinkAboutS100.0\A1;3" O.C. EDGE NAILING \A1;(SEE NOTES) (1)2x6 KING +\P(1)2x6 JACK EA. SIDE \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) \A1; DBL. END JOIST \A1; END JOIST \A1;DBL. END JOIST \A1; END JOIST\A1;\pxt3;(2)2x4 \A1; END JOIST \A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH \A1;(2) 1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL \PFLUSH \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;(2)2x10\PDROPPED \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-\P(HIGH) \A1;\pxt3;(2)2x4 \A1;\pxt3;(2)2x4 \A1;\pxt3;(2)2x4 \A1;\pxt3;(2)2x4 (2)2x6 \A1;DOUBLE END JOIST\A1;\pxt3;(3)2x4 \A1;OPEN TO ABOVE \A1;\pxt3;(3)2x4 \A1;END JOIST HIGH & LOW @ STEPPED FLOOR (2)2x6 (4)2x4 (2)2x8 \A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH DROP (3)2x4 (2)2x8 (2)2x8 CONT.(2)2x4 (2)2x4(1)2x4 JACK +\P(2)2x4 KINGS (2)2x8 CONT.(2)2x4 (2)2x4(1)2x4 JACK +\P(2)2x4 KINGS (2)2x8 ROOF TRUSSES @ 24" O.C. (2)2x8 (2)2x8 \A1;\pxt3;(4)2x4 \A1;\pxt3;(4)2x4\A1;(2) 1 {\H0.7x;\S3#4;}"x14" LVL DROPPED OR FLUSH TOP(2)2x8 CONT.(2)2x4 (2)2x4(1)2x4 JACK +\P(2)2x4 KINGS (2)2x4 \A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LSL HDR. \A1;{\LEXTERIOR GARAGE WALLS}:\PSIDE WALL:\P-2x4 SPF 'STUD' @ 16" o.c.\PUP TO 13'-6" TALL.\P-2x4 SPF 'STUD' @ 12" o.c. UP TO 14'-6" TALL.\P\PFRONT & REAR WALL:\P-2x4 SPF 'STUD' @ 16" o.c.\PUP TO 13'-3" TALL.\P-2x4 SPF 'STUD' @ 12" o.c. UP TO 14'-6" TALL. \A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH \A1;(3) 1 {\H0.7x;\S3#4;}"x16" OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL\A1;OR W12x19 STEEL BM. DROPPED (2)2x8(2)2x8(2)2x8 ROOF TRUSSES @ 24" O.C. \A1;(3)2x10 DROPPED (3)2x4BM. PCKT.(3)2x4BM. PCKT. PROVIDE RIM+JOIST @ STACKED WALL REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES 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 (2)2x8(2)2x8 \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-\A1;(2)2x8 (3)2x4 (2)2x8R.T. @ 24" O.C. \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- HIP GIRDER TRUSS JACK TRUSSES @ 24" O.C.\A1;4'-0" TO\A1;FACE OF G.T. \A1;(2)2x8 DROPPED (2)2x4 \A1;DBL. JST. UNDER BWA(2)2x4 (2)2x4 (2)2x4 \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- P.A. \A1;(2)2x8R.T. @ 24" O.C. (4)2x4 (4)2x4 \A1;3{\H0.7x;\S1#2;}"x7" \A1;LVL POST OR\P3" DIA. SCH. 40 PIPE COL. @ h > 11'-6"(4)2x4 \A1;1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH \A1;(2) 1 {\H0.7x;\S3#4;}" x 16" LVL HDR. \A1;(2)2x8 (2)2x4 (2)2x4\A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH R.T. @ 24" O.C. MONO G.T. (2)2x8 TO HDR.\A1;(2) 1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH \A1;(3) 1 {\H0.7x;\S3#4;}"x16" OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL\A1;OR W12x19 STEEL BM. DROPPED \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES)(2)2x4 POSTTO HDR. \A1;{\Farchqwiku|c0;2x6 R.R. & C.J. @ 16" O.C.} (2)2x4 POST \A1;\pxqr;{\Farchqwiku|c0;PROVIDE \H0.7x;\S7#16;\H1.4286x;" OSB SHEATHING PER STANDARD EXTERIOR WALL SHEATHING} \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) * * * * S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Truman 1702.300Home for * Market Home *, 7231-017002902 Trailblazer Court, Carmel, IN 4603212/02/21