Loading...
13-1056-013rd 0 m TYPICAL WINDOW HEAD HEIGHT NOTE: PROVIDE 2x4 DRAFTSTOP (FIRESTOP) AT MIDPOINT 4 TOP OF Al EXISTING WOOD 5TUD5 (IF REQUIRED) AND Ix4 DRAFTSTOP (FIRESTOP) FURRING AT MASONRY/ CEILING CONNECTIONS IN EXISTING AREAS PROVIDE DRAFTSTOP (r- IRESTOP) AT MIDPOINT � TOP OF ALL NEW STUDS, AND I x4 DRAFTSTOP (FIRESTOP) AT ALL MA50NRY TO CEILING LOCATIONS FLAT CEMENT TILE ROOF ON 90# SLATE / 30# FELT (HOT MOPPED � TIN TAGGED) OVER Y/' CDX PLYWOOD SHEATHING SECURED TO WOOD TRU55E5 W/ I Od x 2' NAILS @ 4" O.C. AT EDGES AND ALL SUPPORTING TRUSSES WOOD ROOF TRU55E5 (BY OTHERS) - SEE STRUCTURAL FOR CONNECTIONS SEE STRUCTURAL DRAWINGS FOR CONNECTIONS -,. rld TOP OF UPPER BEAM EL = + 13' -0" ABOVE CONC. FLOOR SLAB PAINTED ALUMINUM DRIP ON I x 2 BLOCKING 2 x 8 FASCIA WIRELATH � STUCCO SOFFIT W/ 3" PVC CONTINUOUS VENT RB- I - SEE STRUCTURAL DRAVA STUCCO FINISH si iii i• i•i FLAT CEMENT TILE ROOF ON 90# SLATE / 30# FELT (HOT MOPPED � TIN TAGGED) OVER l&" CDX PLYWOOD SHEATHING SECURED TO WOOD TRU55E5 W/ I Od x 2' NAILS @ 4' O.C. AT EDGES AND ALL SUPPORTING TRUSSES WOOD ROOF TRU55E5 (BY OTHERS) - SEE STRUCTURAL FOR CONNECTIONS SEE STRUCTURAL DRAWINGS FOR CONNECTIONS WIRE LATH 4 STUCCO ON V,, CDX PLYWOOD SHEATHING W/ I Od NAILS @G" O.C. ALONG EDGES AND ALL,f SUPPORTING TRU55 BOTTOM j CMORDS - SEE STRUCTURAL / � ff d d Q 4 a d, Q d a . Q d �d a Ipl�l�l� SECTION DETAIL r3-5 5ECTI ON DETAIL 3 MITI l s SCALE: 3/4" = 1' -0" A -0 SCALE: 3/4" = P -0" A -8 ,3" TYPE tXl DRYWALL ON I x 3 FURRING @ 24'0.C. I x 4 FIRESTOP %' DRYWALL ON I x 2 PT VERT. FURRING @ I G' O.C. W/ %ff RIGID INSULATION BETWEEN FURRING - R5 R13-3 - SEE STRUCTURAL DRAWINGS Ii ii .i i - ' ll'q I I " FLAT CEMENT TILE ROOF ON 90# SLATE 130# FELT (HOT MOPPED * TIN TAGGED) OVER %' CDX PLYWOOD SHEATHING SECURED TO WOOD TRU55E5 W/ 106 x 2" NAILS @ 4' O.C. AT EDGES AND ALL SUPPORTING TRU55E5 •1441,91 • �� i• j i1 i SEE STRUCTURAL DRAWINGS FOR CONNECTIONS i s --------- ----- si Bus 1•f ' a4 ' VA IE5 - SEE REFLE , ED CEI Vb" TYPE `X' DRY72.4'0.C. ON I x 3 FURRING @ I x 4 FIRESTOP _/X V' DRYWALL ON I x 2 PT VERT. FURRING @ I G" O.C. W/ 3/41 RIGID INSULATION BETWEEN FURRING - R5 FIN15H FLOORING ON TYPICAL UNDERLAYMENT - SEE ROOM 2` -O" 12 4 �z WIRELATH * STUCCO SOFFIT W/ 3' PVC CONTINUOUS VENT TB - SEE STRUCTURAL DRAWINGS STUCCO ON 8" CMU - SEE STRUCTURAL DRAWINGS FOR WALL REINFORCEMENT --" EXP. JOINT MATERIAL I TOP OF BEAM PAINTED ALUMINUM DRIP _ ON I x 2 BLOCKING 2 x 8 FASCIA TOP OF 5LA6 SCALE: 3/4" = P -0" WOOD SILL �' DRYWALL ON I x 2 PT VERT. FURRING @ I G" Q.C. W/ 3/4" RIGID INSULATION BETWEEN FURRING - R5 FINISH FLOORING ON TYPICAL UNDERLAYMENT - SEE ROOM FINISH SCHEDULA FOR MATERIAL WOOD BASE CONC SLAB � WALL -SEE STRUCTURAL <a SCALE: 3/4" = 1' -0" 12:'x 12' x 2%" PRECAST CONCRETE DRIVEWAY PAVERS ON 2" PERMEABLE AGGREGATE SETTING BED OVER G" CRUSHED ROCK SUB BASE SECTION DETAIL, SCALE: 3/4" = 1' -0" { I— III —I d I " PRECAST CONCRETE r%kl rwlktGFT • TOP OF UPPER BEAM EL = + 13-0" ABOVE CONC. FLOOR SLAB PAINTED ALUMINUM DRIP ON I x 2 BLOCKING 2 x 8 FASCIA WIRELATH t STUCCO SOFFIT W/ 3' PVC CONTINUOUS VENT RB -7 - SEE STRUCTURAL DRAWINGS STUCCO MN15H STUCCU ON 8' CMU WALL - SEE STRUCTURAL ---- 17 AN — 7 AN .. 1 0 DDF/^ACT SHOWER BENCH DETAIL SCALE: 3/4" = 1' -0" 5"x 8" CONT. CONC CAP - SEE STRUCTURAL FOR REINFORCING STUCCO (SEE FLOOR PLAN FOR LOCATION � DEPTH OF RAISED STUCCO) ON 8" CMU a -SEE , cz STRUCTURAL FOR REINFORCING ;} w . < aU C 1 t k _ 3 o C", 10N GRADE WF -24 - SEE STRUCTURAL p x - .'� . , ;.. ; { { =I ... '�.�...D t�Ap .� .:F�, .•:.:',,...' �C I I_I I ICI I I =1 f I f I-1 f I =I I I�f I �I I I_I LOW WALL DETAIL SCALE: 3/4" = 1' -0"