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12-754-006R -30 INSULATION TYP. IN CEILING ATTACHED TO EXISTING SURFACE BETWEEN 2x4 SUB SURFACE GRID TO SUPPORT Vx2' FURRING 1' X 6' TdG CLEAR FINISH CEILING. INSTALL NEW REINFORCED CONCRETE BEAM_ W14 'S ?. SEE FLOOR SHT. A -1 AND BEAM SCHEDULE SHIT. FOR SIZE AND REINFORCING. 5/6' GYP. BD. ON IX2 P.T. - FURRING ON C.M.U. SEE ENERGY CALCS. FOR INSULATION REQ'MTS. R -42 AL -FOIL INSULATION Q EXTERIOR MASONRY WALLS. TYP. I x 2 P.T. WOOD FURRING STRIPS ON CONC. BLK - I x 4 P.T. WOOD NAILER CONT. AT BASE. 3/4' X i 1/2' MAHOGANY BASEBOARD NEW FIN15H FLOORING AS OWNER SELECTED— GONG SLAB W/ 6'x6' *10110 OVER (o MIL. VAPOR BARRIER ON COMPACTED AND TERMITE TREATED FILL. (SEE STRUCT. DWGS FOR SLAB d FTG. REQ'MTS.) CLEAN FILL AS REQUIRED INSTALL NEW CONCRETE SLAB, 6'x6''10/10 W11. - I' FOAM INSULATION OVER EXISTING --'' KEYSTONE EXISTING KEYSTONE PAVERS TO REMAIN ll- CHANGE) DADE COUNTY PRODUCT APPROVED ROOF JOIST ANCHOR (NOA), EMBEDDED IN NEW 8'x12' CONIC. BEAM./FASTENED TO EXISTING FLAT WOOD ROOF FRAMING (FIELD VERIFY). FOR EXACT ANCHORING DEVICE AND RELATED SPECIFICATIONS SEE ROOF FRAMING PLAN AND ROOF STRAP AND HANGER SCHEDULE ON STRUC. DWGS. --, I x 2 P.T. WOOD FIRE STOP CONTINUOUS.- EXISTING MULTI -LAYER ROOFING, EXISTING 5/8' ROOF DECK, WOOD JOISTS, EXISTING CEILING FINISH, NO CHANGE 1' WATER PREVENTION RECESS IN SLAB IN ALL 3 51DE5 OF NEW PORCH FLOOR EXISTING CONIC. SLAB, 6'x6' 010/10 WIRE MESH DADE COUNTY PRODUCT APPROVED ROOF JOIST ANCHOR (NOA), EMBEDDED IN NEW 8'x12' CONC. BEAM./FASTENED TO EXISTING FLAT WOOD ROOF FRAMING (FIELD VERIFY). FOR EXACT ANCHORING DEVICE AND RELATED SPECIFICATIONS SEE ROOF FRAMING PLAN AND ROOF STRAP AND HANGER SCHEDULE ON STRUC. DWGS. EXISTING MULTI -LAYER ROOFING, EXISTING 5/8' ROOF DECK, WOOD JOISTS, EXISTING CEILING FINISH, NO CHANGE FIELD VERIFY SEE STRUCT. DWGS. FOR WALL REINF., 105? IN SHORT BLOCK SECTIONS. 1' WATER PREVENTION RECESS IN $LAE IN ALL 3 SIDES OF NEW PORCH FLOOR EXISTING GONG. SLAB, 6 '10/10 WIRE MESH R -30 INSULATION TYP. IN CEILING ATTACHED TO EXISTING SURFACE BETWEEN 2x4 SUB SURFACE GRID TO SUPPORT I'x2` FURRING 1'!X 6' T 4 CLEAR CEDAR FIN15H CEILING. INSTALL NEW REINFORCED CONCRETE BEAM W/4'5 ?. SEE FLOOR SHT. A -1 AND BEAM SCHEDULE _r-HT. FOR SIZE AND REINFORCING. 5/8' GYP. BD. ON 1X2 P.T. FURRING ON C.M.U. SEE ENERGY CALCS. FOR INSULATION REQ'MT5. EXISTING SHINGLE ROOFING ON- EXISTING MULTI -LAYER ROOFINGS MEMBRANE EXISTING 2x6 ROOF JOIST EXISTING FURRING FINISH CEILING INSTALL R30 INSULATION WITHIN NEW- - 2x4 GRID INSTALL 1x2 FURRING 616' O.G. NSTALL 1'x6' CLEAR TtG FINISH CEILING OVER NEW 1'x2' FURRING SEE A -4 FOR MORE INFORMATION INSTALL 2'x4' GRID 616' O.C. OVER ----� N a EXISTING CEILING FINISH R -42 AL -FOIL INSULATION ctl 9 EXTERIOR MASONRY WALLS. TYP. y'DRYWALL 1 x 2 P.T. WOOD FURRING STRIPS ON CONIC. BLK I x 4 P.T. WOOD NAILER CONT. AT BASE. REMOVE WEST AND EAST DOORS AND - INSTALL,V2'DRYWALL ON HORIZONTAL 1'x2' 3/4' X l 112' FURRING OVER 30' HIGH 2'x6' BASE WALL MAHOGANY BASEBOARD IN ORIGINAL DOOR OPENINGS. ANCHOR PRESSURE TREATED BASE PLATE WITH 16? CONCRETE NAILS. NEW FINISH FLOORING AS OWNER SELECTED L INSTALL NEW BASE TO MATCH EXIST( CONC SLAB W/ 6'x6' 010/10 OVER 6 MIL. NEW OWNER SELECTED FINISH FLOORIN�7 VAPOR BARRIER ON COMPACTED AND TERMITE -- TREATED FILL. (SEE STRUCT. DWG5 FOR FTG. REQ'MTS.) ° GLEAN FILL AS REQUIRED INSTALL NEW CONCRETE SLAB, 6'x6' *10/10 WM. 1' FOAM INSULATION OVER EXISTING KEYSTONE EXISTING KEYSTONE PAVERS TO REMAIN (NO CHANGE) EXISTING' 5/8' WOOD EXISTING 8' CONCRETE LINTEL ABOVE ORIGINAL DOOR OPENING. REMOVE — EXISTING DOOR AND FRAME, PATCH OPENING AT HEAD AND JAMB5 W/ 1/2' DRYWALL ON PRESSURE TREATED 1'x2' FURRING AND PAINT SMOOTH DRY ALL FIN15H TO MATCH EXISTING ADJACENT WALLS REMOVE EXISTING DOOR t JAMB d HEADER MATERIAL, INSTALL NEW DR rWAL AT HEADER d JAMBS, PAINT TO MATCH EXISTING ADJACENT. FIN15H REPAIRS JAM55 i PAINT REPAIRED JAM55 EXISTING EDGE FINISH 2x6 WOOD FRAMING P.T. 2x6 BASE PLATE, ANCHOR W/4 - ibd CONCRETE NAILS INSTALL NEW WOOD BASE TO MATCH EXISTING PAINT EXISTING INTERIOR FINISH t FLOOR CONSTRUCTION EXISTING: FLOOR JOISTS DEPT �t`f�ak.IC°F11�° C°TtDN iTY Off' (.0 (H MIAMI �.w BUILDING DEPT. � A'V SUILDING SECT( p SY Af � yR WALL 5ECTION5 SCALE :3/4'=1'-0' IiI- (V� V -bd- V lam. Ci V • 14& t N a co ctl 43 M > tq U L_ CIA Q�r �tl ctl 43 M > tq L_ CIA L _ ' J (PROJECT NO. 11-04-1 ISSUE D,4TE: 21 July 2012 SHEET NO.