Loading...
12-868-004T. O. BEAM + 21' -6' T. O. BEAM �- PROGRESS -- ELEVATION -NOT ES -- - - T. O. BEAM w M. + 19' -6' ❑i FLAT CEMENT ROOF TILE. ❑2 + 20' -6' ❑3 2' RAISED STUCCO. ® 12' SMOOTH STUCCO BAND. 0 Q5 DECORATIVE WOOD BRACKETS. op © SMOOTH STUCCO BAND. Q 10'x18' DECORATIVE OPENING. ® DECORATIVE WD. SHUTTERS CD O Z F- -' O ZONE4 Q Q w �wcl) + 40.05 06 ZONE4 00 - 43.45 U5 ZONE4 +40.05 - 43.45 0 C � Q + 40.05 © 0 Q - 43.45 0 z 2 M41643 F. F. ELEV. - — + l0' -6' ©- 6 FRONT ELEVATION SCALE: 1/4' =I' -0' 12 45� �rT 61111 -1 1 1 1 1 ILFLEW111111111111 I I 1 T. O_BE AM_,�I�'p - -- - + ZONE4 ZONE4 +37.77 +39-00 -49.07 -42.39 ZONE 5 ® O 8 +37.77 2 ' -49.07 ZONE4 7 +38. 25 -41-64 IK III N I]K 1 T. O. BEAM + 20' -6' F. F_ ELEV_ T. 0. BEAM + 19'-6' LEFT 5IDE ELEVATION SCALE: 1/4' = I' - O' RICKY 51DE ELEVATION SCALE: 1/4' =1' -O' REAR ELEVATION SCALE: I14' = I' -0' T. O. BEAM + 21' -6' PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER F.S.C. 1816.1.-I A CERTIFICATE OF COMPLIANCE SHALL BE ISSUE TO THE BUILDING DEPARTMENT BY THE LICENSE PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND THE LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 12 :,� 145 T. O. BEAM + 20' -6' F. F. ELEV. + 10'-6' 8 O 61 0 O W } EL.= VARIES TOP OF TB R -30 INSULATION 5/8' DRf77 GALV. CHANNELS 6 16' O.C. 1x4 P.T. CONT. FIRESTOP. AT CORNERS 4 AT 8' -0' AFF. MAX. 8x12 CONC. T.B. W/ 405 CONT. 215 CORNER BARS BENT 30' EA, WAY 4 4 *3 STIRUPS s 12" O.G. 4 @ 48" O.C., THERE AFTER ABOVE OPENINGS PROVIDE 03 STIRRUPS im 12' O.C. (SEE STRUCTURAL PLANS) No" DRYWALL ON Ix2 P.T. VERT. FURRING 10 16' O.C. w w w w R -4.1 INSULATIO 12 �145 1/2' PREMOLDED CONT. EXP. JOINT. FIN. FLOOR ON 4' TH. CONC. SLAB. W/ 6x6 10/10 W.W.M. ON 8 MM. VAPOR BARRIER ON TERMITE OVER WELL COMPACTED AND TERMITE TREATED FILL EL.= 10' -6' _ Nava CONTRACTOR SHALL PROVIDE CROU,N MOULDINGS FOR CLG/UJALL T. O. BEAM CONNECTION, COORDINATE + 20' -6" Ul/ OUINER O.H. F. F. ELEV. _ 6" FOAM INSULATION R -30 FLAT CEMENT ROOF TILE OVER 90# FELT - HOT MOPPED OVER 300 FELT TIN CAPPED NAILED ON 5/8' PLYWOOD 6 6' O.G. EA WAY SEE STRUCT. PLANS AND SCHEDULE PRE -FAB. WOOD TRUSSES 6 24' O.C. MANUFACTURER TO PROVIDE FULL SET OF SHOP DWGS. FOR APP'L 05 DOWEL IN TO FTG. WALL TYPICAL WALE SECTION SCALE: 3/4" = 1'-0" :a 18 G. GALV. DRIP EDGE W/ 3/4' RING - BHANKED NAILS @ 6' O.C. ON Ix2 P.T. NAILER 1x6 ON 2x10 WOOD FASCIA NAILED TO EA WOOD TRUSS W/ 2 - 16d NAILS 12" SMOOTH STUCCO BAND. DECORATIVE WOOD BRACKETS. 5/8" LT. TEXT. STUCCO FIN. ON 8' CN.0 OR 8" STUCCO BIDDING 8' MASONRY WALL. PROVIDE HOZ. BLOCK REINF. W/ MIN. n GALV.TRUSS TYPE EVERY OTHER COURSE. 15 RE -BAR INFULLY GROUTED BLOCK CELL, WHERE SHOWN IN PLAN. (SEE STRUCTURAL PLAN FOR REINFORCING) CITY OF Sp BUIZDIlV , TH 411AA4j _C}-jOf4 Q w QC � c A FOR CONC. FTGS. SEE STRUCTURAL PLANS. HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED PROGRESS -- ELEVATION -NOT ES -- - - T. O. BEAM w M. + 19' -6' ❑i FLAT CEMENT ROOF TILE. ❑2 SMOOTH STUCCO FIN. ❑3 2' RAISED STUCCO. ® 12' SMOOTH STUCCO BAND. 0 Q5 DECORATIVE WOOD BRACKETS. op © SMOOTH STUCCO BAND. Q 10'x18' DECORATIVE OPENING. ® DECORATIVE WD. SHUTTERS CONTRACTOR SHALL PROVIDE CROU,N MOULDINGS FOR CLG/UJALL T. O. BEAM CONNECTION, COORDINATE + 20' -6" Ul/ OUINER O.H. F. F. ELEV. _ 6" FOAM INSULATION R -30 FLAT CEMENT ROOF TILE OVER 90# FELT - HOT MOPPED OVER 300 FELT TIN CAPPED NAILED ON 5/8' PLYWOOD 6 6' O.G. EA WAY SEE STRUCT. PLANS AND SCHEDULE PRE -FAB. WOOD TRUSSES 6 24' O.C. MANUFACTURER TO PROVIDE FULL SET OF SHOP DWGS. FOR APP'L 05 DOWEL IN TO FTG. WALL TYPICAL WALE SECTION SCALE: 3/4" = 1'-0" :a 18 G. GALV. DRIP EDGE W/ 3/4' RING - BHANKED NAILS @ 6' O.C. ON Ix2 P.T. NAILER 1x6 ON 2x10 WOOD FASCIA NAILED TO EA WOOD TRUSS W/ 2 - 16d NAILS 12" SMOOTH STUCCO BAND. DECORATIVE WOOD BRACKETS. 5/8" LT. TEXT. STUCCO FIN. ON 8' CN.0 OR 8" STUCCO BIDDING 8' MASONRY WALL. PROVIDE HOZ. BLOCK REINF. W/ MIN. n GALV.TRUSS TYPE EVERY OTHER COURSE. 15 RE -BAR INFULLY GROUTED BLOCK CELL, WHERE SHOWN IN PLAN. (SEE STRUCTURAL PLAN FOR REINFORCING) CITY OF Sp BUIZDIlV , TH 411AA4j _C}-jOf4 Q w QC � c A FOR CONC. FTGS. SEE STRUCTURAL PLANS. HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED PROGRESS SCALE cd O PERMIT w M. O CONSTRUCTION :1.. z < -'— REVISION BY LL W CD O Z F- -' O LL Q Q w �wcl) 06 Q 00 U5 o _O 0 06 Q w z cy) Lo � N z M O Z LL U Z Q Q J � I%— co co N j o w w M � LL U w o w Q M M co co Lo _ o U co O J Q � I— Z 0 w 0 DATE -- Y SCALE cd DRAWING Y.T. w M. SHEET OF :1.. z < -'— z 0 U�Q J C ca ti DATE 02 -18 -12 SCALE AS NOTED DRAWING Y.T. JOB SHEET OF A -4 SHEETS