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11-1075-0060 114,11 [Ilk] 0 SECTION A SCALE 1/4"-1'-0 11 SECTION B SCALE 1/4 " =1' -0" i I TERS _0 FL. " 12 16 PREFAB. WD TRUSSES ® 24" O.C. (MANUF. TO SUBMI SHOP DWGS FOR ARCHITECT AP ROYAL) 0 O e O FIBERGLASS BATT INSULATION (R -30) 1/2" GYP. BIRD. CLG. ON 1"x3" WD FURRING 1"x4" P.T. CONT. NAILER CONC. TIE BEAM (FOR SIZE & REINF. SEE STRUCT. DWGS) 3/4" CAVITY INSULATION (R -4.1) (TYP. ® ALL EXT. WALLS) CONT. FIRESTOP 5/8" GYP. BIRD. ON 1" X 2" WD. FURRING © 16" O.C. 1 " X 4" P.T. CONT. NAILER (TYP.) 3/4" X 6" BASEBOARD (SEE FINISH SCHEDULE) - CONC. FLOOR SLAB (SEE STRUCTURAL DRAWINGS) I 4 d 6 MIL. VISQUEEN CONT. CONC. FTG. (SEE STRUCTURAL DRAWINGS b a m. U) ch w 0 r y Q J m cn TYPICAL WALL SECTION. SCALE : 3/4" = 1' -0" # 5 VERT. IN BLOCK CELLS FILLED W/ 3000 PSI CONC. GROUT (BEYOND) TOP OF FINISH FLOOR EL. + 0' -0" - z FINISH GRADE (VARIES) 0 PROVIDE CLEAN —OUTS AT ALL VERTICAL REINFORCING LOCATIONS. x 111'ry oe Sol ro .. 13 �jt z w Q 0 m 0 Q z 0 F- 0 0 Q 4-- 0 Q) Q 0 U V) Q 0 0 J LL Q D 0 (J) 1-_ W N 00 cli ,0 L ui M Q W 0 z W 0 W Ir Cn W W cr Date: 10113111 Revisions: A -5 Sheet 5 of 5 SPANISH TILE ON HOT MOPPED 90# SLATE ON TIN CAPPED 30# FELT ON 5/8" PLYWOOD SHEATING NAILED TO TRUSSES W/ 8d NAILS ® 4" C/C @ ALL SUPPORTS (TYPICAL @ ALL NEW ROOFS) � Q 8d NAILS ® 4" O.C. � 12 < 12.5 GALV. METAL DRIP ON " L(-) 1 X 2" P.T. CONT. NAILER W (� 0 z�l N QQ0 O TOP OF ROOF T.B. 00 CN ' EL. + 10' -0 "(DATUM 0c) ° D 1 "x 6 "T& G • �/�} V) I J 0. H. TYP.) � Z � 3 " x 8" WOOD RAFTERS ® 24" O.C. (� 0 (SEE STRUCTURAL DWGS. FOR Q CONNECTION DETAILS) I _ 3" CONT. PLASTIC SCREEN VENT TO COMPLY W/ SECTION 2309.7.1 OF THE F.B.C. 4 "x8" WOOD MEMBER �FEpF�0 INSTALLED BETWEEN WOOD TRUSSES co 1 a 7 NOTE 1 —- AR IS820 ill v ALL WOOD IN CONTACT WITH CONCRETE OR CMU TO BE PRESSURE— TREATED AS PER F.B.C, 2304.11 D MED. TEXT, STUCCO FINISH ON 8" CMU WALL (SEE ELEVATIONS FOR BANDS, REVEALS, AND I PRECAST TRIM LOCATIONS) I I PROVIDE #9 HORIZ. JOINT REINF. 1 " X 4" P.T. CONT. NAILER (TYP.) 3/4" X 6" BASEBOARD (SEE FINISH SCHEDULE) - CONC. FLOOR SLAB (SEE STRUCTURAL DRAWINGS) I 4 d 6 MIL. VISQUEEN CONT. CONC. FTG. (SEE STRUCTURAL DRAWINGS b a m. U) ch w 0 r y Q J m cn TYPICAL WALL SECTION. SCALE : 3/4" = 1' -0" # 5 VERT. IN BLOCK CELLS FILLED W/ 3000 PSI CONC. GROUT (BEYOND) TOP OF FINISH FLOOR EL. + 0' -0" - z FINISH GRADE (VARIES) 0 PROVIDE CLEAN —OUTS AT ALL VERTICAL REINFORCING LOCATIONS. x 111'ry oe Sol ro .. 13 �jt z w Q 0 m 0 Q z 0 F- 0 0 Q 4-- 0 Q) Q 0 U V) Q 0 0 J LL Q D 0 (J) 1-_ W N 00 cli ,0 L ui M Q W 0 z W 0 W Ir Cn W W cr Date: 10113111 Revisions: A -5 Sheet 5 of 5