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HomeMy WebLinkAboutS200.0\A1;2'-6" \A1;7'-10{\H0.75x;\S1#2;}" \A1;7'-10{\H0.75x;\S1#2;}" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (1)2x8 \A1;(2)1{\H0.7x;\S3#4;}"X7{\H0.7x;\S1#4;}" LSL (1)2x8 (1)2x8 \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;"X11 \H0.7x;\S7#8;\H1.4286x;" LSL DROPPED}(4)2X4 \A1;(2)1 {\H0.7x;\S3#4;}"X16" LVL FLUSH BOTTOM UNDER DORMER WALL ROOF GIRDER TRUSS \A1;FASTEN (2)2X8 HEADERS TO KING STUDS W/ (4)12d TOENAILS EACH FACE @ EACH END TYP. (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;LINE OF FLOOR ABOVE. SEE DETAIL A/S-2.0 STRUCTURAL GABLE END ROOF GIRDER TRUSS \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;R.T.\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c.ROOF GIRDER TRUSS (6)2X4 \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;ROOF TRUSSES @ 24" O.C. \A1;5'-0" (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;END JOIST UNDER\P 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 PROFILESTRUCTURAL GABLE END ROOF G.T. \A1;2X4 R.R. & C.J\P@ 24" O.C.(2)2x6 \A1;(2)2X4 B.F. KING STUDS\P(1)2X4 B.F. JACK STUD \A1;(2)2X4 B.F. KING STUDS\P(1)2X4 B.F. JACK STUD \A1;\pxql;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. 4x4 PT POST 4x4 PT POST (2)2x6 (1)2x8 CONT. (3)2x6 \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD(2)2x4 (2)2X4 (2)2x4 \A1;{\H1.4x;\LF.J.. INDICATES:\P}11 {\H0.7x;\S7#8;}" I-JOISTS @ 19.2" O.C. MAX.\PSERIES & SPACING PER MANUFACTURER (1)2x8 CONT. \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X18" LVL FLUSH BOTTOM} \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) HIP G.T. \A1;SIMPSON HUCQ410SDS HANGER TO SIDE OF POST/BEAM (1)2x8 CONT. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \pxql;ROOF TRUSSES ARE NOT TO BE DESIGNED TO BEAR ON THIS WALL. (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 (2)2x6 B.F. KING \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2X4 (2)2X4 (2)2x4(2)2X4 \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2x4 \A1;4'-0"(2)2X4 (2)2X4 \A1;ROOF G.T. (2)2X6 \A1;FASTEN 16" BEAM BRG. ON POST w/ SIMPSON A35 CLIP ON GATHERING ROOM SIDE OF POST & SIMPSON LTP4 PLACE ON OPPOSITE SIDE OF LVL 11{\H0.7x;\S7#8;}" BEAM \A1;2X4 FLAT BLOCKING @ 16" O.C. BETWEEN TRUSS BOTTOM CHORD AND FASTENED TO TOP PLATE OF WALL WITH (3)10D NAILS AND 2 TOENAILS INTO TRUSS AT EACH END 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: 12-11-19 JGF PHM 104-15004 3007 Turin ModelHeritage at Springmill - Lot 05Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 01/02/20 Adam Schriner