Loading...
HomeMy WebLinkAboutS100.0\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\A1;5 1/4" x 11 {\H0.7x;\S7#8;}" PSL FLUSH(2)2x8 @ SLIDING GLASS DOOR(2)2x8 \A1;{\Farchqwiku|c0;FASTEN PSL TO RIM W/ (2) SIMPSON A35 CLIPS @ EA. END. USE SDS SCREWS PER MANUF. INSTRUCTION.} DROP (3)2x4 (3)2x4(2)2x8 (2)2x8 P.A.* P.A.*\A1;(2) 1 {\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM R.T. @24" O.C. (2)2x8 CONT.(2)2x4 (2)2x4(1)2x4 JACK +\P(2)2x4 KINGS \A1;3" O.C. EDGE NAILING (SEE NOTES) (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 \A1;OSB SHEATHING (SEE NOTES) (5)2x4 (5)2x4 4x4 P.T. POST 4x4 P.T. POSTSTRUCT. GABLE END ROOF TRUSS ROOF TRUSSES @ 24" O.C. \A1;\pxt3;BM. PCKT.(2)2x4(2)2x10 DROPPED (2)2x10 DROPPED\A1;\pxt3;BM. PCKT.(2)2x4 (2)2x4 \A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LSL HDR.(3)2x4\A1;MIN. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \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 (3)2x4 \A1;MIN. \A1;(3) 1 {\H0.7x;\S3#4;}"x16" OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL\A1;OR W12x19 STEEL BM. DROPPED \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;(2)2x8 (2)2x4* *(3)2x4 (2)2x8ROOF TRUSSES @ 24" O.C. \A1;11 7/8" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- P.A.* (2)2x4 \A1;(SEE NOTES) \A1;R.T. @ 24" O.C. R.T. @ 24" O.C. (2)2x4\A1;\pxt3;BM. PCKT. \A1;STRUCT. GABLE END R.T. (2)2x12 DROPPED \A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S1#4;}" LSL DROPPED(2)2x12 DROPPED DBL. JST. UNDER BWA \A1;{\Farchqwiku|c0;SIMPSON HUC212-2 (TYP. OF 2)} \A1;(2)2x8 4x4 P.T.POST 4x4 P.T.POST 4x4 P.T.POST (2)2x4\A1;\pxt3;BM. PCKT. \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{\H0.7x;\S1#2;}"x7" \A1;LVL POST OR\P3" DIA. SCH. 40 PIPE COL. @ h > 11'-6" TO HDR.(2)2x4 POST \A1;(2)2x8 \A1;(2)2x8 R.T. @ 24" O.C.\A1;(2) 1 {\H0.7x;\S3#4;}" x 11 {\H0.7x;\S7#8;}" LSL FLUSH (3)2x4 (3)2x4\A1;(2) 1 {\H0.7x;\S3#4;}" x 14" LVL HDR.MONO R.T.\P@ 24" O.C.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)2x4 POSTTO HDR. S-2.0STRUCTURAL 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 TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Truman 1702.300Home for * Market Home *, 5782-114003316 Shelborne Woods Parkway, Carmel, IN 4603201/18/19 Mike Sheeks