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S200.0
\A1;2x4 SPF #2 @ 16" O.C. BALLOON FRAMED WALL\P@ HIGH FLOOR \A1;10'-8{\H0.750000x;\S1#2;}" \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x16" LV\H0.99998x;L} (VENEER LINTEL OPTION B)\POR (3)1{\H0.7x;\S3#4;\H1.4286x;"x20" LVL (VENEER LINTEL OPTION C)\P(SEE NOTE ON S-0)}\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x10 DROPPED \A1;(2)1{\H0.7x;\S3#4;}"x22" LVL FLUSH BOTTOM (2)2x4(2)2x4 (2)2x8 CONT. \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD \A1;\pxt4;(2)1{\H0.7x;\S3#4;}"x9{\H0.7x;\S1#4;}" LSL (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM (LOW) (4)2x4 (4)2x4 (2)2x8 (5)2x4 (2)2x4(2)2x4 (2)2x4(2)2x4\A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E(6)2x4(6)2x4 \A1;2x6 C.J. & R.R. @ 24" O.C. \A1;2x6 C.J. & R.R. @ 24" O.C. (2)2x4 (2)2x4(2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x4 (2)2x4 END JOISTDOUBLE END JOIST (5)2x4 (4)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x4 END JOIST (2)2x4 (2)2x8 (2)2x8\A1;ROOF TRUSSES\P@ 24" o.c. (2)2x8 (4)2x6 \A1;(3)2x6 \pxqc;OPEN TO ABOVE (2)2x4(2)2x4 (2)2x8 CONT.\A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2x8 (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. (HIGH)\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. (CANT'D)\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;2X6 SPF #2 @ 12" O.C. BALLOON FRAMED WALL \A1;@ HIGH TRUSS BEARING\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.* S-2.01 S-2.01 DOUBLE END JOIST (2)2x6 \A1;14" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;14" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH(2)2x4 (2)2x4 \A1;PROVIDE SIMPSON CMSTC16x24" LONG STRAP OVER EACH END OF HEADER TO THE BOTTOM TOP PLATE. PROVIDE (10)12d NAILS INTO BOTH HEADER & BOTTOM TOP PLATE AT EACH STRAP LOCATION S-2.01 \A1;{\LNOTE:}\PGARAGE WALL SHALL BE SHORTER PLATE HEIGHT TO COORDINATE DIFFERENT FLOOR FRAMING DEPTH AT GARAGE. (2)2x4(2)2x4 (2)2x8 CONT. \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD STRUCTURAL GABLE END TRUSS (2)2x4 (2)2x4(2)2x4 (2)2x8 CONT.\A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD \A1;ROOF TRUSSES\P@ 24" o.c. (2)2x4 (2)2x10 DROPPED (2)2x8 (2)2x8 (2)2x4 (2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x10 DROPPED * (2)2x8(2)2x4(2)2x4 \A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD \A1;ROOF TRUSSES @ 24" o.c.\A1;ROOF TRUSSES (CANT'D) @ 24" o.c. \A1;R.T .\P@ 24" o.c. 4x4 P.T. POST4x4 P.T. POST 4x4 P.T. POST(2)2x10 DROPPED (2)2x10 DROPPED \A1;\pxql;SIMPSON HUS1.81/10 HANGER 4x4 P.T. POST \A1;\pxql;SIMPSON HUC210-2 HANGER END JOIST (CANT'D) \A1;1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x6 \A1;DBL END JOIST FLUSH (CANT'D) (HIGH & LOW) \A1;2x4 SPF #2 @ 12" O.C. BALLOON\P FRAMED WALL @ HIGH FLOOR 1SECTION 2x EXTERIOR WALL (SEE PLANS) \A1;(2) {\H0.7x;\S1#2;}" DIA. x 2" LONG LAG SCREWS INTO FLAT STUD 4" BRICK VENEER \A1;GALV. 6"x4"x{\H0.7x;\S5#16;}" (FULL VENEER) OR 5"x3"x{\H0.7x;\S5#16;}" (QUEEN VENEER) LLV ANGLE ATTACHED TO DOUBLE EXT WALL STUDS @ 16" O.C. ROOF SHEATHING ROOF SHINGLE X-XPLANVIEWSCALE: 3/4"=1'-0" (22x34) DOUBLE STUDS IN "L" ORIENTATION \A1;(2) {\H0.7x;\S1#4;}" DIA. x 2" LONG SIMPSON SDS SCREWS INTO FLAT STUDS 12d NAILS @ 6" O.C. \A1;SLOPES GREATER THAN 7:12 PROVIDE 3"x3"x{\H0.7x;\S1#4;}" THICK STL. STOPS WELDED TO ANGLE @ 24" O.C. \A1;STEEL ANGLE (SEE PLANS) \A1;LINE OF BRICK VENEER 3/8"=1'-0" (11x17) 1" AIRSPACE FLASHING PER BUILDER/ARCH \A1;GROUT SOLID TO WEEPHOLES SCALE: 3/4"=1'-0" (22x34)3/8"=1'-0" (11x17) LOW ROOF TRUSSES (SEE PLAN) XXDOUBLE STUDS IN "L" ORIENTATION seal: Structural Engineering, Inc. c copyright : MULHERN & KULP JGF VRFdrawn by: project mgr: 104-12037 M&K project number: REVISIONS: 07-10-18issue date: sheet:4563 ModelWest Clay - Lot 320indiana division2nd FLOOR FRAMING PLANSCALE: 1/4"=1'-0"12nd Floor Framing PlanS-2.0 09/18/18 William Hohlt