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HomeMy WebLinkAboutS100.0METAL 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULESREFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES (2)2x8 (2)2x6 BM. POCKET (2)2x8 (2)2x6 (2)2x6 (2)2x8 (2)2x8(3)2x4\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x6 (2)2x6 END JOIST (2)2x8 (3)2x4 \A1;(5)2x6 \A1;11{\H0.7x;\S7#8;}" I JOISTS w/SERIES & SPACING PER MANUF. (2)2x8 (2)2x8 (2)2x6 ROOF TRUSSES @ 24" O.C. *\A1;3{\H0.7x;\S1#2;}"x7" LVL POST*(1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 \A1;(3)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH OPEN TO ABOVE (2)2x4 \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) S-4.0 S-4.0 (2)2x8 END JOISTEND JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-END JOIST \A1;\pxql;PROVIDE {\H0.7x;\S1#2;}" GYP. BOARD FASTENED w/ 5D COOLER NAILS @ 4" O.C. (2)2x8 DROPPED4x4 P.T. POST4x4 P.T. POST 4x4 P.T. POST(2)2x8 DROPPED(2)2x8 DROPPED 4x4 P.T. POST 4x4 P.T. POST (2)2x4 BM. POCKET (2)2x8 DROPPED ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. HIP GIRDER TRUSS (2)2x8 DROPPED (2)2x8 DROPPED \A1;SIMPSON HUC28-2 HANGER \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x8 (2)2x4 (3)2x4 (3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL HEADER \A1;3{\H0.7x;\S1#2;}"x7" LVL POST MAX 10'-6" TALL \A1;BLOCKED PANEL EDGES \P(SEE NOTES)\A1;(2)2x12 HEADER DROPPED POST ABOVE*\A1;W12x30 OR\P(3)1{\H0.7x;\S3#4;}"x20" LVL DROPPED\A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) (2)2x8 OPEN TO ABOVE \A1;(3)2x4 (3)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2X8 MSR 1750f-2.0E*(3)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- *(3)2x4 (2)2x12 DROPPED 4x4 P.T. POST4x4 P.T. POST ROOF TRUSSES @ 24" O.C.(2)2x12 DROPPED(2)2x12 DROPPED4x4 P.T. POST \A1;(2)2x4 BM POCKET SIMPSON HUC212-2 HANGERROOF TRUSSES @ 24" O.C.(2)2x8(2)2x8 \A1;DOUBLE END JOIST (CANT'D) ROOF TRUSSES @ 24" O.C. \A1;\pxql;FASTEN RIM BOARD TO CANT'D JOISTS w/ INVERTED JOIST HANGERS S-4.01 (2)2x6 (2)2x8(2)2x8 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;(2)2x4 \A1;(2)2x12 DROPPED\A1;(2)2x4 XSECTION 2x EXTERIOR WALL (SEE PLANS) \A1;(2) {\H0.7x;\S1#2;}" DIA. x 2" LONG LAG SCREWS INTO FLAT STUD 4" BRICK VENEER \A1;GALV. 6"x4"x{\H0.7x;\S5#16;}" (FULL VENEER) OR 5"x3"x{\H0.7x;\S5#16;}" (QUEEN VENEER) \PLLV ANGLE ATTACHED TO DOUBLE EXT WALL STUDS @ 16" O.C. ROOF SHEATHINGROOF SHINGLE X-XPLANVIEWSCALE: 3/4"=1'-0" (22x34) DOUBLE STUDS IN "L" ORIENTATION\A1;(2) {\H0.7x;\S1#4;}" DIA. x 2" LONG SIMPSON SDS SCREWS INTO FLAT STUDS 12d NAILS @ 6" O.C. \A1;SLOPES GREATER THAN 7:12 PROVIDE 3"x3"x{\H0.7x;\S1#4;}" THICK STL. STOPS WELDED TO ANGLE @ 24" O.C. \A1;STEEL ANGLE (SEE PLANS) \A1;LINE OF BRICK VENEER 3/8"=1'-0" (11x17) 1" AIRSPACE FLASHING PER BUILDER/ARCH \A1;GROUT SOLID TO WEEPHOLES SCALE: 3/4"=1'-0" (22x34)3/8"=1'-0" (11x17) LOW ROOF TRUSSES (SEE PLAN) X X DOUBLE STUDS IN "L" ORIENTATION copyright : MULHERN & KULPStructural Engineering, Inc. c {\fAbadi MT Condensed Light|b0|i0|c0|p34;issue date:}{\fAbadi MT Condensed Light|b0|i0|c0|p34;drawn by:}{\fAbadi MT Condensed Light|b0|i0|c0|p34;project mgr:} {\fAbadi MT Condensed Light|b0|i0|c0|p34;M&K project number:} {\fAbadi MT Condensed Light|b0|i0|c0|p34;initial:}{\fAbadi MT Condensed Light|b0|i0|c0|p34;REVISIONS:}{\fAbadi MT Condensed Light|b0|i0|c0|p34;date:} 08-05-20 JGF AMG 125-13023 {\fAbadi MT Condensed Light|b0|i0|c0|p34;sheet:}Rockwall ModelTowne Meadow - Lot 06Midwest ZoneBase - 18 psf Roof LiveVRFARCH. REVISIONS07/20/20172nd Floor Framing PlanS-2.0 2nd FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 08/27/20 Adam Schriner