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13-1162-002
HILTI SHUTS @ 24" O.C. 518" METAL RUNNER 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 518" METAL STUDS 24" O.C. WITH 1" TYPE S DRYWALL. SCREWS a" O.C. TO VERTICAL EDGES AND 12" O.G. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.C. EACH SIDE. '0 GA. MTL. STUDS @ 24" O.C. 3/16" DIA. X 1 112" TAPCONS Co) 16" O.C. /ALL BASE FLOOR SLAB 2 TYP, WAIL PARTITION SCALE: 1/211=11-01 WALL SECTION KEYED NOTES Ns. ! DESCRIPTION 1 1SPANISH "S" BARREL TILE TO MATCH EXISTING OVER (1) COURSE 30 # ROOFING FELT OVER (1) COURSE 90 # MINERAL. r SURFACE ROOFING OVER 5/8" CDX, EXT.GRADE PLYWOOD SHEATHING. O2 1. PREFAB WOOD SCISSORS TRUSSES AS PER MANUFACTURER TYPICAL SUBMIT SHOP DRAWINGS. TRUSS METAL ANCHOR EMBEDDED IN CONCRETE REFER TO STUCT. DWGS. I WOOD FASCIA TO MATCH EXISTING } DECORATIVE OUTLOCKER TO MATCH EXISTING CONC. BEAM SEE STRUC. DWGS.FOR SIZE AND REINF. 7 1 R -30 BATTEN INSULATION 4 11/2" DRYWALL ON 1X3 CEILING WOOD FURRING 1r," O.C. 1X2 CONT. P.T. FIRE STOP AT CEILING HEIGHT AND MIDSPAN 10 R-4.1 FOIL INSULATION 11 1/2" DRYWALL ON 1 "X2" P.T. WD. FURRING STRIPS @ lf" O.C. 12 NEW CONG. SLAB SEE STRUC, PLANS FOR DETAILS 13 a" CMU REINFORCED MASONRY WALL SEE STRUC. DWGS. FOR REINFORCING. 14 CUT AND REINFORCE EXISTING TRUSSES SEE STRUCTURAL 1PLANS 1s 42" HIGH MTL. RAILING TO REJECT 4" OBJECT. MANUF. TO PROVIDE SHOP DWGS. 1i SMOOTH STUCCO FINISH AND PAINT TO MATCH EXISTING 17 NEW ROOF CRICKET <1i > MOLDING TO MATCH EXISTING &RIEAR ELEVATION LE: 1/41=11-01 PARTIAL SECTION SCALE: 1 /4` _ 1' -0" _ T.B.- 25 -0" T.B.= 20' -6" F.E.= 11' -0" :,E.= 0' -0" 0001� c� T.B.= 25' -0" T.B.- 20'_6" F.E.- 11' -0" F.E.= 0' -0" • • • Y • r aui•� •YY i•• • • Y •F.•• + N • V `. r • V • vY v• 4 vU • • • • • u • - • ••• r•• c: • !!• • ••!• • • •••r• • ••• • •••• CN • • r r • • co r • ! • r 00000 • • :4,0@01 CO .�... I CY u_ .p 0% N C3 0. 00 ...■ =3 n t (0 0 13 0 00 ■r� © c:) N 0% � =3 1 L • C) E3 CL ,. . ILL CD > ,� o - >� CN —� o L SHEET INDEX REAR ELEVATION SHEET NUMBER A-3 OF- 3 J. t: 0