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HomeMy WebLinkAboutS100.0\A1;3{\H0.7x;\S1#2;}"x5{\H0.7x;\S1#4;}" PSL POST \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;5'-1{\H0.75x;\S1#4;}" (1)2x8 (2)2x6 (1)2x8 CONT. (1)2x8 \pxqc;OPEN TO ABOVE \A1;2X6 @ 16" O.C. BALLOON FRAMED\A1;WALL @ GATHERING ROOM \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X11 \H0.7x;\S7#8;\H1.4286x;" LSL DROPPED} (3)2x6 \A1;(2)1 {\H0.7x;\S3#4;}"X16" LVL FLUSH BOTTOM \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 (5)2x4 (2)2X4 F.J.. DOUBLE END JOISTEND JOIST (1)2x8 CONT.(2)2x4(2)2X4 \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X18" LVL FLUSH BOTTOM} (2)2x6 \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD \pxql;{\LNOTE}:\PBEAM SIZE CHANGES TO 18" DEEP AT THIS OPTION. 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. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. (4)2X4\A1;(2)1{\H0.7x;\S3#4;}"X7{\H0.7x;\S1#4;}" LSL \A1;CONTINUOUS END JOIST UNDER NON-BRG. WALL ABOVE \pxql;ROOF TRUSSES ARE NOT TO BE DESIGNED TO BEAR ON THIS WALL. (2)2x8 (2)2x8 (2)2x8\A1;FASTEN (2)2X8 HEADERS TO KING STUDS W/ (4)12d TOENAILS EACH FACE @ EACH END TYP.(2)2x6 B.F. KING \A1;(2) 1 {\H0.7x;\S3#4;}"X16" LVL FLUSH TOP\P(EXTENDS 4" BELOW FLOOR)(2)2x6 B.F. KING \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" 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 (4)2X4 UNDER DORMER WALL ROOF GIRDER TRUSS (4)2X4 (2)2X6 \A1;(3)1 {\H0.7x;\S3#4;}"X11 {\H0.7x;\S7#8;}" LVL FLUSH CONT. (2)2x4 (1)2x8 \A1;(2)1 {\H0.7x;\S3#4;}"X16" LVL FLUSH BOTTOM (2)2X4 STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;5'-0" \A1;ROOF TRUSSES@ 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 (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (2)2x4 \A1;CONTINUOUS END JOIST 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 \A1;BLOCKED PANEL EDGES \P(SEE NOTES) \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. (2)2X4 (6)2X4(2)2x6\A1;3" o.c. EDGE NAILING \P(SEE NOTES) \A1;(2)2X4 KIND STUDS\P(1)2X4 JACK STUD 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 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: 08-17-20 JGF DAI 104-15004 3007 Turin ModelHeritage at Springmill - Lot 04Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 09/04/20