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HomeMy WebLinkAboutS200.0(2)2x12 DROPPED END JOIST(2)2x4 END JOISTEND JOIST(2)2x6 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x4 \A1;(2) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (CANT'D) \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.- OPEN TO ABOVE 3" DIA. SCH. 40 PIPE COLUMN W16x57 OR W18x50 DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x4 \A1;(2) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH ROOF TRUSSES @ 24" O.C. \A1;(4)2x6\A1;PROVIDE 3{\H0.7x;\S1#2;}"x10"x{\H0.7x;\S1#8;}" STEEL CAP PLATE. FASTEN PLATE TO FLANGE OF STEEL BEAM w/ (2) {\H0.7x;\S1#2;}" DIA. THRU BOLTS EA. SIDE OF PIPE COLUMN. (6)2x6 POST FROM HDR. TO STL. BEAM \A1;\pxql;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;(2)2x12 (2)2x4 \A1;4'-0" \A1;ROOF TRUSSES\P@ 24" o.c. HIP GIRDER TRUSS \A1;(4)2x6 (2)2x8 \A1;\pxi-3,l4,t4;(3) 1{\H0.7x;\S3#4;\H1.4286x;"x20\H1x;" LVL }\A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) HIP G.T.HIP G.T.MONO G.T.MONO G.T. (2)2x8 S-2.0A (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-(2)2x6 (2)2x6 (6)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x4(2)2x4(2)2x12 DROPPED DOUBLE END JOIST (2)2x6 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST OR (3)2x6 \A1;(2) 1{\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) -SERIES & SPACING SPEC. PER MANUF.- (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;{\LEXTERIOR GARAGE WALLS}:\PFRONT & REAR WALLS:\P-2x4 SPF STUD @ 16" O.C.\P UP TO 11'-10" TALL.\P-@ 12" O.C. UP TO 13'-8" TALL.\P-SPF #2 @ 16" O.C. UP TO 15'-4" TALL.\P\PSIDE WALLS:\P-2x4 SPF STUD @ 16" O.C.\P UP TO 10'-10" TALL.\P-@ 12" O.C. UP TO 12'-6" TALL.\P-SPF #2 @ 12" O.C. UP TO 15'-0" TALL. * * (2)2x8 (2)2x8 (2)2x8 OPEN TO ABOVE \A1;1{\H0.7x;\S1#8;}" OSB RIM BOARD \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) (2)2x8 (3)2x8 4x4 P.T. POST4x4 P.T. POST(2)2x4 BM. POCKET \A1;ROOF TRUSSES @ 24" O.C. (2)2X10 DROPPED(2)2X10 DROPPED(2)2X10 DROPPED (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;2x6 @ 12" o.c. (SPF #2 GRADE) BALLOON FRAMED WALL 2x6 LEDGER FASTENED TO EXT. WALL W/ (3) 12d NAILS @EACH STUD (16"O.C. MAX) 4x4 POST w/ SIMPSON BCS2-2/4 CAP & ABW44Z (TYP OF 3) \pxqc;JACK TRUSSES @ 24" 0.C. \A1;HIP GIRDER TRUSS \A1;4'-0" +/- (2)2x4 \A1;2x8 DECK JOISTS @ 16" O.C. 4x4 P.T. POST4x4 P.T. POST W/ SIMSPON BCS2-2/4 CAP & ABW44Z BASE (TYP. OF 2) \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \A1;SIMPSON HU11 HANGER(2)2x4(3)2x4(3)2x4 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES 2nd Floor Framing PlanS-2.02nd FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0" issue date: drawn by: project mgr: Mulhern+Kulp project number: initial: REVISIONS: date: sheet: 05-15-19 JGF JTF 125-13024copyright : MULHERN + KULPStructural Engineering, Inc.cSkyview ModelWest Clay - Lot 659IN Division1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone06/11/19 Adam Schriner