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HomeMy WebLinkAboutS200.0\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8(2)2x6 (1)2x4 KING STUDS + (1)2x4 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.- END JOIST(2)2x4END JOISTEND JOIST(2)2x6 (3)2x4 (2)2x6 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST OR (3)2x6 \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;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE \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 (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. \A1;(4)2x6 ROOF TRUSSES @ 24" O.C. \A1;(2)2x12 (2)2x4 (2)2x4 \A1;(4)2x6 (2)2x8 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES)(2)2x4 (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x8 CONT.(2)2x4 \A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD(2)2x4 \A1;ROOF TRUSSES\P@ 24" o.c. \A1;4'-0" HIP GIRDER TRUSS (2)2x8 \A1;ROOF TRUSSES (CANT'D) @ 24" O.C. (2)2x8 DROPPED (2)2x8 DROPPED (2)2x8 DROPPED (2)2x6 BM. POCKET \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C.STRUCTURAL GABLE END TRUSS S-2.0A (2)2x4 (2)2x4 * * \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL DROPPED DOUBLE END JOIST (LOW)FRMG.\P STEP DOUBLE END JOIST (HIGH) {\LNOTE}: JOISTS SHALL NOT BEAR ON THIS WALL AT THIS OPTION. (3)2x4 \A1;(3) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW) \A1;(2) 1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM\P@STANDARD FLR HT. MONO ROOF TRUSSES @ 24" 0.C.(3)2x4*(2)2x8\PDROPPED \A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (CANT'D) (2)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) (4)2x4 POST FROM HDR. TO DROPPED BEAM \A1;\pxql;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) \A1;(2)1{\H0.7x;\S3#4;}"x22' LVL OR W10x30 OR W12x26 DROPPEDPOST ABOVE * PC 5 (19.5K) (2)2x4 (4)2x4 (2)2x6 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (HIGH) \A1;W16x31 DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- 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 \A1;{\Farchquik.shx;\H0.7x;\S3#8;\H1.429x;" THICK STEEL WEB STIFFENERS @ \H0.7x;\S1#4;\H1.429x; POINTS OF BEAM LENGTH AS SHOWN} ASTEEL PLATE DETAIL1/44 @ 12 \A1;9" WIDE x {\H0.7x;\S1#2;\H1.429x;" THICK STL PLATE}STEEL BEAM -SEE PLANSBRICK VENEER\P(GROUT SOLID TO WEEPS) SCALE: 3/4"=1'-0"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 03-09-18 JGF DLG 125-13024 sheet:Skyview ModelWest Clay - Lot 193Midwest ZoneBase - 18 psf Roof LiveDLGARCH REV.04/20/20182nd Floor Framing PlanS-2.02nd FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0" 05/17/18 William Hohlt