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HomeMy WebLinkAboutS200.0\A1;8'-6" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (1)2x8 (2)2x8 (2)2x6 (1)2x8 CONT. \A1;(2)1{\H0.7x;\S3#4;}"X7{\H0.7x;\S1#4;}" LSL (1)2x8 (1)2x8 ROOF GIRDER TRUSS \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X14\H1x;" LVL DROPPED}\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH(2)2X6 \pxqc;OPEN TO ABOVE \pxqc;OPEN TO ABOVE\A1;(2) 1 {\H0.7x;\S3#4;}"X16" LVL FLUSH TOP w/ JOISTS (EXTENDS 4" BELOW FLOOR) \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X16\H1x;" LVL FLUSH BOTTOM} \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X11 \H0.7x;\S7#8;\H1.4286x;" LSL DROPPED} (4)2X4 (3)2x6 \A1;(2)1 {\H0.7x;\S3#4;}"X16" LVL FLUSH BOTTOM UNDER DORMER WALL ROOF GIRDER TRUSS \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2x4 (2)2X4 (4)2X4 (2)2X4 (4)2X4 (2)2X6 F.J. DOUBLE END JOISTEND JOIST \A1;(3)1 {\H0.7x;\S3#4;}"X11 {\H0.7x;\S7#8;}" LVL FLUSH CONT. (2)2x4 (1)2x8 (2)2x6 \A1;(2)1 {\H0.7x;\S3#4;}"X16" LVL FLUSH BOTTOM (2)2X4 \A1;3{\H0.7x;\S1#2;}"x5{\H0.7x;\S1#4;}" PSL POST \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) (2)2x6 \A1;2X6 @ 16" O.C. BALLON FRAMED\A1;WALL @ GATHERING ROOM \A1;LINE OF FLOOR ABOVE. SEE DETAIL A/S-2.0 \A1;SIMPSON HUCQ410SDS HANGER TO SIDE OF POST/BEAM \A1;ROOF TRUSSES\P@ 24" o.c. \A1;5'-0" \A1;ROOF TRUSSES@ 24" o.c. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;R.T.\P@ 24" o.c. \A1;R.T.\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;ROOF TRUSSES @ 24" O.C. \A1;5'-0" (2)2X4 (2)2X4 (2)2X4(2)2X4 \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER STANDARD EXT. WALL SHEATHINGS SPECS. (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (5)2x4 (2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) \A1;CONTINUOUS RIM BOARD UNDER NON-BRG. WALL ABOVE (2)2X6 \A1;MONO G.T. \A1;ROOF TRUSSES @ 24" O.C. (2)2x8 (1)2x8(3)2X4 (2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C.\A1;ROOF TRUSSES\P@ 24" o.c. \A1;2X4 @ 16" O.C. BALLOON FRAMED\A1;WALL TOP PLATE TO FOLLOW RAKE\POF CEILING PROFILE \A1;DORMER OVERFRAMING \A1;ROOF TRUSSES @ 24" O.C. (1)2x8 CONT.(2)2x4 (2)2X4(1)2x8 CONT. (2)2x8 (2)2x8 (2)2x8(2)2x6 B.F. KING \A1;2X6 @ 16" O.C. BALLOON FRAMED\A1;WALL @ GATHERING ROOM\PTOP PLATE TO FOLLOW RAKE\POF CEILING PROFILE \A1;FASTEN (2)2X8 HEADERS TO KING STUDS W/ (4)12d TOENAILS EACH FACE @ EACH END TYP. \A1;(2)2X4 KIND STUDS\P(1)2X4 JACK STUD (2)2x4 (2)2X4 (2)2x6 B.F. KING\A1;FASTEN 16" BEAM BRG. ON POST w/ SIMPSON A35 CLIP ON GATHERING ROOM SIDE OF POST & SIMPSON LTP4 PLATE ON OPPOSITE SIDE OF 11{\H0.7x;\S7#8;}" LVL BEAM. (6)2X4 HIP GIRDER TRUSS\A1;ROOF TRUSSES\P@ 24" o.c. (4)2x4ROOF TRUSSES @ 24" O.C. ROOF GIRDER TRUSS (2)2x8 (4)2x4ROOF GIRDER TRUSS\A1;R.T. @ 24" o.c. (2)2X4 (2)2X4 STRUCTURAL GABLE END ROOF GIRDER TRUSS {\Farchquik.shx;I-JOISTS\P-SEE PLANS} FLUSH BEAM -SEE PLANS CONTINUOUS SHEET OF {\H0.6978x;\S3#4;}" FLOOR SHEATHING GLUED & SCREWED ALONG ALL FLOOR MEMBERS @ SPACING SPECIFIED \A1;EQUAL\A1;EQUAL FASTENERS @ 4" O.C. RUNBACK DISTANCE EQUAL TO CANTILEVERTYPICAL FASTENER SPACING LSL JOISTS\P-SEE PLANS TYP. JOIST HANGER SIMPSON HU11 HANGER TYPICAL FLUSH CANTILEVERED BALCONY DETAILASCALE: 3/4"=1'-0"PERPENDICULAR FRAMING 2nd Floor Framing PlanS-2.0 2nd FLOOR FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-22-19 NJM MEM 104-15004 3007 Turin ModelHeritage at Springmill - Lot 23Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 05/01/19 Mike Sheeks