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HomeMy WebLinkAboutS100.04x4 P.T. POST 4x4 P.T. POST (2)2x4 BM. POCKET (2)2X10 DROPPED (2)2X10 DROPPED (2)2X10 DROPPED 4x4 P.T. POST 2x6 LEDGER FASTENED TO EXT. WALL W/ (3) 12d NAILS @EACH STUD (16"O.C. MAX) \A1;ROOF TRUSSES @ 24" O.C. (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8 (2)2x8 (2)2x8 (2)2x8 \A1;(2)2x6 (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE (2)2x8 (2)2x8 (2)2x8 (2)2x8 \A1;(SEE NOTES) \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x6(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)2x4 END JOIST END JOIST(2)2x6 (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.- MONO ROOF TRUSSES @ 24" 0.C. (2)2x4 \A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \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 (2)2x8(2)2x8 OPEN TO ABOVE \A1;1{\H0.7x;\S1#8;}" OSB RIM BOARD (3)2x4 \A1;(2) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (CANT'D) (6)2x4 POST FROM HDR. TO DROPPED BEAM 3" DIA. SCH. 40 PIPE COLUMN W16x57 OR W18x50 DROPPED \A1;(2) 1{\H0.7x;\S3#4;}"x24" LVL HEADER\A1;(6)2x4\A1;(6)2x4(2)2x4 (2)2x4 \A1;(2) 2x12 HEADER CONT. FULL WIDTH OF PORTAL FRAME \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;(2)2x12 HEADER \A1;PROVIDE 3{\H0.7x;\S1#2;}"x7"x{\H0.7x;\S1#4;}" STEEL CAP PLATE. FASTEN PLATE TO FLANGE OF STEEL BEAM w/ (2) {\H0.7x;\S1#2;}" DIA. THRU BOLTS EA. SIDE OF PIPE COLUMN. \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;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH POST ABOVE \A1;SIMPSON HUCQ1.81/11-SDS HANGER MONO G.T. ROOF TRUSSES @ 24" O.C. (3)2x8 4x4 P.T. POST \A1;2x6 SPF #2 BALLOON \P FRAMED STUDS @ 12" O.C. B.F. (5)2x4 (4)2x6 4x4 P.T. POST ROOF TRUSSES @ 24" O.C.(2)2x8 DROPPED (2)2x8 (2)2x8 DROPPED (2)2x4 BM. POCKET (2)2x8 (2)2x8 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH MONO ROOF TRUSSES @ 24" 0.C. (2)2x4 (2)2x4 (2)2x4 BM. POCKET ROOF TRUSSES @ 24" O.C.STRUCTURAL GABLE END ROOF GIRDER TRUSS MONO G.T. MONO ROOF TRUSSES @ 24" 0.C. \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x8 (2)2x8 (2)2x8ROOF TRUSSES @ 24" O.C. (2)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 \A1;2X6 SPF #2 BALLOON FRAMED STUDS @ 12" O.C \A1;{\LEXTERIOR GARAGE WALLS}:\P-2x4 SPF #2 GRADE @ 16" O.C.\P UP TO 11'-0" TALL.\P-2x4 SPF #2 @ 12" O.C. UP TO 13'-0" TALL. \A1;PORTAL FRAME\P(SEE DETAIL A/S-4.0)\A1;16" \PMIN (2)2x4(2)2x4 * * * * * * * S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Skyview 2056.300Home for * Market Home *, 7231-019002858 Trailblazer Court, Carmel, IN 4603208/30/21