Loading...
05-1465-010SPANISH "S' CLAY TILE (SUBMIT PRODUCT CONTROL APPROVAL) — SET W/ MORTAR AND ADHESIVE OVER 30tt TYPE 11 ASPHALT SATURATED ANCHOR SHEET SECURE TO PLYWOOD WITH RING SPANKED NAILS W/ TIN CAPS AND MINERAL SURFACE CAP SHEET THOROUGHLY MOPPED BETWEEN SHEETS W/ A BITUMINOUS COMPOUND. COMPLY W/ SECT. 3404 OF S.F.B.C. 12 4 3/4' CDX PLYWOOD SHEATHING _ - NAILED TO SUPPORTS W/ 8 D =; " COMMON NAILS AND PANEL EDGES AND INTERMEDIATE = f= SUPPORTS TO COMPLY W/ SEC. 2909.2 SFBC EL + 20' -6' TOP OF CONCRETE TIE BEAM AT ROOF a 2' -0" 3" GALVANIZED METAL DRIP IX2 P.T., 2X10 WOOD FACSIA a ' CONTINUOUS. STUCCO SOFFIT WITH METAL RIB LATH 4 AND CONTINUOUS 4" .WIDE ALUMINUM a INSECT SCREEN. °. a. EL + 20' -O' BOTTOM OF WINDOW HEADER AT SECOND FLOOR ALUMINUM (ESP WHITE) WINDOW — REFER TO SHEET A -6 FOR DETAILS CONCRETE BOND BEAM. REFER TO STRUCTURAL DRAWING. REINFORCED C.M.U. WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) EL + II' -0' TOP OF FINISH SLAB AT SECOND FLOOR CONCRETE TIE BEAM (SEE STRUCTURAL DWGS. FOR DETAILS) TYPICAL PRE -CAST DECORATIVE BAND. REINFORCED C.M.U. WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) SMOOTH STUCCO FINISH THROUGHOUT BASE, (REFER TO FINISH SCHEDULE.) FINISH FLOOR, ( REFER TO FINISH SCHEDULE ) EL + O' -0' TOP OF FINISH SLAB AT GROUND FLOOR FINISH GRADE CONCRETE FOOTING, ( SEE STRUCTURAL DRAWING FOR DETAILS PRE - FABRICATED WOOD TRUSSES 0 24" O.C.MAX. SUBMIT SHOP DRAW FOR APPROVAL. COMPLY W/ SEC 2906.15 OF S.F.B,C. GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS 12-19 (MIN) BATT INSULATION ;3' P.T. FIRESTOP. DNCRETE TIE BEAM (SEE FRUCTURAL DWGS. FOR DETAILS) 312AY INSULATION R -3.0 !" GYPSUM WALLBOARD OVER 3 P.T. WOOD FURRING STRIPS 6" O.C. 8' GYPSUM WALLBOARD OVER IX3 P.T. WOOD FURRING STRIPS 0 16" O.C. LIS BASE, (REFER TO FINISH SCHEDULE.) o• FINISH FLOOR, (REFER TO FINISH SCHEDULE) CONCRETE SLAB, ( SEE STRUCTURAL DRAWING FOR DETAILS —n c BRACE AS 12EQUIRED TO UNDERSIDE —' OF CONCRETE SLAB. -3 5/8" METAL STUDS AT 16" O..C. 1/2' GYPSUM WALLBOARD TAPED, FINISH AND PAINTED. 3 5/8' METAL STUD CONTINUOUS AGAINST WALL. Y INSULATION 12-3.0 5/8' GYPSUM WALLBOARD OVER IX3 P.T. WOOD FURRING STRIPS o 16" O.C. SECTION NOTES: I. PROVIDE WATERPROOFING MEMBRANE OVER PROTECTIVE BOARD AND 12' GRAVEL BED WITH "WEED CHECK" FIBERGLASS FILTER BETWEEN TOP SOIL £ GRAVEL BED ( TYPICAL AT ALL PLANTERS). 2. PROVIDE WATERPROOFING MEMBRANE OVER WELL PROTECTIVE BOARD AT ALL WALLS EXPOSED TO EARTH. 3. FOR BEAMS, SLABS, FOOTINGS SIZE AND REINFORCEMENT REFER TO STRUCTURAL DRAWINGS. - III - I I -I � I -III =I I I CONCRETE SLAB - REFER TO III =I I I I STRUCTURAL DWGS. FOR DETAILS. III —III =I VAPOR BARRIER OVER WELL COMPACTED FILL. =I, WALL SECTION 0 SCALE: 3/4" T— O" r r/. pp >n tMpT1/r�'�ti j it ; z"J"z n es 0 w � w 02 � U � � S w U z EL. + 2' -8. AM- A -6.0 TOP OF WALL ° a/ w (4' -0" MAX. ABOVE FINISH GRADE). 8" X 8" CONCRETE CAP x U WITH (2) tt5 CONTINUOUS PRECAST DECORATIVE CAP tt5 VERT. IN GROUTED CONCRETE COLUMN CELLS. AT 48" O.C. 5/8" SMOOTH STUCCO FINISH EL. - 1' -4' 8" C.M.U. WALL. a a a STUCCO FINISH GRADE a FINISH GRADE ° SEALANT MOLDING ALL AROUND WELL COMPACTED — — _ FILL OVERHEAD DOOR = =I I _ _= Hal —_ STAGGER HOOKS BY OTHERS. — I �_ LI i I _— III (TYP.) 2X6 P.T. WOOD CONT. __— -.:...a :' .,.. __ = W/ 1/2 DIA. RED HEADED _- . < ' " O.C. TYP. Q : _— .. = ' ' b� '" • '� ' 12' X 16' CONCRETE ED. STAGGERED. _ _ _ I 1 =III— _ FOOTING WITH 2 tt5 _ BOTTOM CONTINUOUS DOOR TRACK AND tt4 m 24" 1' -4' TRANV. O WALL SECTION SCALE 3/4" =1' -0' O JAMB DETAIL SCALE 3" _ I' -o• EL. + 2' -10" TOP OF WALL e (4' -0" MAX. ABOVE FINISH GRADE). 8" X 8' CONCRETE CAP WITH (2) tt5 CONTINUOUS PRECAST DECORATIVE CAP tt5 VERT. IN GROUTED CELLS. AT 48" O.C. 5/8" TYPE 'X' GYPSUM BOARD ALL AROUND (ONE -HR. FIRE RATED ENCLOSURE) 5/8' SMOOTH STUCCO FINISH EL. - I' -O" 8" C.M.U. WALL. FINISH GRADE FINISH GRADE WELL COMPACTED FIL, FILL _ — STAGGER HOOKS METAL STUDS AT 24" O.C. W/ 5/8" GYPSUM BOARD AT EA. (TYP.) SIDE III J FULLY GROUTED STEEL COLUMN, 12" X 24" CONCRETE (REFER TO STRUCTURAL FOOTING WITH 3 tt5 DRAWINGS FOR DETAILS) BOTTOM CONTINUOUS AND tt4 o 24" TRANV. 2' -0' I' PROPERTY LINE O3 WALL SECTION SCALE 3/4' = r -o' ® COLUMN DETAIL N.T.S. 5/8' GYPSUM WALLBOARD TYPE 'X' EACH SIDE PRECAST CONCRETE DECORATIVE BAND 1/4' 'TAP CONS ", SPACED AT 8" ON CENTER STAGGERED, WITH A MINIMUM OF 1 1/2' 11L PENETRATION IN CONCRETE. SMOOTH STUCCO FINISH 3 5/8' METAL STUDS AT 24' O.C. THROUGHOUT. REINFORCED C.M.U. WALL. REFER TO STRUCTURAL DWGS. 4" DRYER EXHAUST DUCT. FOR DETAILS. (REFER TO MECHANICAL DRAWINGS FOR DETAILS) 50 DETAIL N.T.S. © PRECAST CONC. BAND DETAIL SCALE= 11/2' = I' -0' SPANISH "S' CLAY TILE (SUBMIT PRODUCT CONTROL APPROVAL) — SET W/ MORTAR AND ADHESIVE OVER 30tt TYPE 11 ASPHALT SATURATED ANCHOR SHEET SECURE TO PLYWOOD WITH RING SPANKED NAILS W/ TIN CAPS AND MINERAL SURFACE CAP SHEET THOROUGHLY MOPPED BETWEEN SHEETS W/ A BITUMINOUS COMPOUND. COMPLY W/ SECT. 3404 OF S.F.B.C. 12 4 3/4' CDX PLYWOOD SHEATHING _ - NAILED TO SUPPORTS W/ 8 D =; " COMMON NAILS AND PANEL EDGES AND INTERMEDIATE = f= SUPPORTS TO COMPLY W/ SEC. 2909.2 SFBC EL + 20' -6' TOP OF CONCRETE TIE BEAM AT ROOF a 2' -0" 3" GALVANIZED METAL DRIP IX2 P.T., 2X10 WOOD FACSIA a ' CONTINUOUS. STUCCO SOFFIT WITH METAL RIB LATH 4 AND CONTINUOUS 4" .WIDE ALUMINUM a INSECT SCREEN. °. a. EL + 20' -O' BOTTOM OF WINDOW HEADER AT SECOND FLOOR ALUMINUM (ESP WHITE) WINDOW — REFER TO SHEET A -6 FOR DETAILS CONCRETE BOND BEAM. REFER TO STRUCTURAL DRAWING. REINFORCED C.M.U. WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) EL + II' -0' TOP OF FINISH SLAB AT SECOND FLOOR CONCRETE TIE BEAM (SEE STRUCTURAL DWGS. FOR DETAILS) TYPICAL PRE -CAST DECORATIVE BAND. REINFORCED C.M.U. WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) SMOOTH STUCCO FINISH THROUGHOUT BASE, (REFER TO FINISH SCHEDULE.) FINISH FLOOR, ( REFER TO FINISH SCHEDULE ) EL + O' -0' TOP OF FINISH SLAB AT GROUND FLOOR FINISH GRADE CONCRETE FOOTING, ( SEE STRUCTURAL DRAWING FOR DETAILS PRE - FABRICATED WOOD TRUSSES 0 24" O.C.MAX. SUBMIT SHOP DRAW FOR APPROVAL. COMPLY W/ SEC 2906.15 OF S.F.B,C. GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS 12-19 (MIN) BATT INSULATION ;3' P.T. FIRESTOP. DNCRETE TIE BEAM (SEE FRUCTURAL DWGS. FOR DETAILS) 312AY INSULATION R -3.0 !" GYPSUM WALLBOARD OVER 3 P.T. WOOD FURRING STRIPS 6" O.C. 8' GYPSUM WALLBOARD OVER IX3 P.T. WOOD FURRING STRIPS 0 16" O.C. LIS BASE, (REFER TO FINISH SCHEDULE.) o• FINISH FLOOR, (REFER TO FINISH SCHEDULE) CONCRETE SLAB, ( SEE STRUCTURAL DRAWING FOR DETAILS —n c BRACE AS 12EQUIRED TO UNDERSIDE —' OF CONCRETE SLAB. -3 5/8" METAL STUDS AT 16" O..C. 1/2' GYPSUM WALLBOARD TAPED, FINISH AND PAINTED. 3 5/8' METAL STUD CONTINUOUS AGAINST WALL. Y INSULATION 12-3.0 5/8' GYPSUM WALLBOARD OVER IX3 P.T. WOOD FURRING STRIPS o 16" O.C. SECTION NOTES: I. PROVIDE WATERPROOFING MEMBRANE OVER PROTECTIVE BOARD AND 12' GRAVEL BED WITH "WEED CHECK" FIBERGLASS FILTER BETWEEN TOP SOIL £ GRAVEL BED ( TYPICAL AT ALL PLANTERS). 2. PROVIDE WATERPROOFING MEMBRANE OVER WELL PROTECTIVE BOARD AT ALL WALLS EXPOSED TO EARTH. 3. FOR BEAMS, SLABS, FOOTINGS SIZE AND REINFORCEMENT REFER TO STRUCTURAL DRAWINGS. - III - I I -I � I -III =I I I CONCRETE SLAB - REFER TO III =I I I I STRUCTURAL DWGS. FOR DETAILS. III —III =I VAPOR BARRIER OVER WELL COMPACTED FILL. =I, WALL SECTION 0 SCALE: 3/4" T— O" r r/. pp >n tMpT1/r�'�ti j it ; z"J"z n es 0 w � w 02 � U � � S w U z a d z° Y' �l 8 2� Z I]AATE 7/LS/06 Jos rra 2006 -a9 DRA � sY AM SY CA AM- A -6.0 U a/ w H x U a d z° Y' �l 8 2� Z I]AATE 7/LS/06 Jos rra 2006 -a9 DRA � sY AM SY SF= NQ AM- A -6.0 A-O