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A5-1 - SECTIONSMAIN FLOOR 0' -0" ROOF PLATE 10' -1 1/8" 5" / 12"5 " / 1 2 " A5.1 2 HVAC UNITS, SEE MECHANICAL R-49 ATTIC INSULATION R-21 INSULATION w/ VAPOR BARRIER 2x6 STUDS 16" o.c, TYP. 1/2" OSB SHEATHING EXTERIOR FINISH, SEE ELEVATIONS 7/8" OSB FLOORING CONCRETE FOOTING, SEE PLAN8" MIN.1/2" GYP. BOARD FINISHED CEILING I-JOIST, SEE PLAN 6ML VAPOR BARRIER SEE PLAN1/2" x 10" AB w/ 7" EMBEDDED PRESSURE TREATED MUD SILL SEE PLAN T.O. PLATE HEIGHT MAIN FINISH FLOOR INSULATION BETWEEN PONY WALLS ASPHALT SHINGLES 7/16" PLYWOOD SHEATHING MANUFACTURED TRUSS SEE ELEVATION/ROOF PLAN FOR ROOF PITCH 8" FASCIA 2x6 SUBFACIA OVERHANG 2'-0" TYP. CLADWOOD SOFFIT (BOX END OF SOFFIT @ OUTSIDE HOUSE LINE) w/ 16"x8" SOFFIT VENTS @ 8'-0" o.c., TYP. 2" INSULATION BAFFLES (MIN. AIR SPACE) NOTE:FASTEN BLOCKING TO DOUBLE TOP PLATE w/ SIMPSON A35 @ 24" o.c. -OR- LTP4 @ 24" o.c. -OR- (4) 10d TOENAILS PER BLOCK ATTACH EA. ROOF TRUSS TO DBL. TOP PLATE OF WALL w/ SIMPSON H2.5 OR H1 0'-0" T.O. FINISH FLOOR T.O. GRADE 6MM VIS-QUEENSEE PLAN3"CLR.2'-0" MIN.2'-0"MIN. CRAWLSEE PLAN8"MIN.EXTERIOR SHEATHING, SEE PLAN INTERIOR FINISH, SEE PLAN 2x WALL, SEE PLAN 2x6 P.T. SILL W/ MIN. W/ 1/2"∅x10" ANCHOR BOLTS @ 48" O.C. W/ MIN. 7" EMBEDMENT. & NOT MORE THAN 12" FROM CORNERS & ENDS FLOOR SHEATHING, SEE PLAN FLOOR FRAMING, SEE PLAN PONYWALL, WHERE REQ'D CONC. WALL, SEE PLAN REBAR PER CURRENT CITY CODE INSULATION BETWEEN PONY WALLS ROOF TRUSS PER PLAN TYPICAL 2x4 POST SUPPORT OF OVERFRAMING. STAGGER @ 48" O.C. SIMILAR TO PATTERN SHOWN TRUSSES SUPPORTING OVERFRAMING TYPICAL TRUSSES @ 24" O.C. TYPICAL GIRDER TRUSS PER PLAN COMPLETELY SHEATH TOP CHORD OF SUPPORTING TRUSSES PRIOR TO OVERFRAMING NOTE:BRACE POSTS OVER 6'-0" LONG TO PREVENT POSTS FROM BUCKLING IN 1 1/2" DIRECTION OVER-BUILD TRUSSES ROOF SHEATHING SEE ELEVATION PLANS 12 HANGERS PER TRUSS MANUF. COMPLETELY SHEATH TOP CHORD OF SUPPORTING TRUSSES PRIOR TO OVERFRAMING SHEET NUMBER JOB NO. DRAWN DATE CHECKED ARCHITECT STAMP THIS BAR IS 1 INCH ON ORIGINAL DRAWING IF NOT 1 INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY VERIFY SCALES 0 1" JESSICA © 2020 COPYRIGHT McCARTER-MOORHOUSE & 12.15 DESIGN, LLC. THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE & 12.15 DESIGN, LLC. WITHOUT PRIOR WRITTEN CONSENT. 2/4/2021 8:37:52 AM C:\Files\Dropbox\_ Work _\12.15 Design\2021\Chandler Office Building\Chandler Office Building_working set.rvtA5.1CHANDLER OFFICE BUILDING650 W. FRANKLIN ROAD, MERIDIAN IDAHO001 SECTIONS02.04.20211/4" = 1'-0"1 SECTION 1/2" = 1'-0"2 WALL SECTION - 1 STORY CONDITIONED CRAWL 3/4" = 1'-0"3 TYPICAL FOUNDATION - CONDITIONED CRAWL 3/4" = 1'-0"4 TYPICAL OVERFRAMING