Loading...
HomeMy WebLinkAboutS200.0(2)2x6 (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE (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.- END JOIST(2)2x4END JOISTEND JOIST(2)2x6 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x8 MONO ROOF TRUSSES @ 24" 0.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE * (2)2x8 (2)2x8 (2)2x8 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES)END JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE (3)2x8 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x4 \A1;(2) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH ROOF TRUSSES @ 24" O.C. OPEN TO ABOVE \A1;(4)2x6 (6)2x6 POST FROM HDR. TO STL. BEAM (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;(2)2x12 (2)2x4 (2)2x4 \A1;4'-0" \A1;ROOF TRUSSES\P@ 24" o.c. HIP GIRDER TRUSS \A1;(4)2x6 \A1;W16x31 DROPPED \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x8 S-2.0A \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-PC 2 (6.05K)(2)2x8\PDROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) 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 2x6 LEDGER FASTENED TO EXT. WALL W/ (3) 12d NAILS @EACH STUD (16"O.C. MAX) 4x4 POST w/ SIMPSON BCS2-2/4 CAP & ABW44 BASE (@ SLAB) OR BCS2-2/4 CAP (ON WOOD DECK)\P(TYP OF 3) \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. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x8 (2)2x8 (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 (2)2x8\A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (CANT'D) (2)2x4 \A1;HIP GIRDER TRUSS \A1;4'-0" +/- \A1;JACK TRUSSES @ 24" O.C. 4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST(2)2x12 DROPPED (2)2x12 DROPPED \A1;ROOF TRUSSES\P@ 24" o.c.\A1;ROOF TRUSSES\P@ 24" o.c. (2)2x4(2)2x4(2)2x12 DROPPED DOUBLE END JOIST (2)2x6 \A1;(2) 1{\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM OPEN TO ABOVE \A1;1{\H0.7x;\S1#8;}" OSB RIM BOARD \A1;3{\H0.7x;\S1#2;}"x7" LVL POST OR (3)2x6* (2)2x8(2)2x8 (2)2x4 \A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD (2)2x8 \A1;(2)2x8 \A1;(2)2x8 \A1;W10x22 OR W12x16 OR (2) 1 {\H0.7x;\S3#4;}"x18" LVL DROPPED 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: 10-29-18 JGF JTF 125-13024copyright : MULHERN + KULPStructural Engineering, Inc.cSkyview ModelWest Clay - Lot 199 REVIN Division1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone12/03/18 Mike Sheeks