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10-338-0111 "X4" WOOD DECKING W, %2 SPACING IN BETWEEN +12.59' (0' -0 ") Y F.F. -MATCH EXIST'C LEVEL 2 "x12" P.T, STRINGER BOLTED TO CARRIAGE W/ SPACERS BETWEEN AVERAGE GRADE LEVEL\\ 2 "x4" P.T. SLEEPER 4" CONCR. PAD 18" x 60" NOTES: FBC, Sect.R320 Termite protection. -prior to the building final inspection a Certificate of compliance shall be issued to the building dept. by the licensed pest control company that contains the following stakement: "The building has received a complete treatment for the prevention of subterranean termites_ Treatment is in accordance with rules and laws established by the Florida Dept, of Agriculture and Consumer Services" Refer to Structural Drawings for ALL structural components. Bring any discrepancies found between Structural & Architectural Documents to the attention of Architect prior to construction. PARAPET CAP GALV. MTL. FLASHING COUNTERFLASHING OVER 4" CANT SLOPE STRIP 11' -10" A.F.F. BUILT -UP ROOFING ASSEMBLY, 3x10 ARCH. \ T.O. TIE BEAM PRODUCT APPROVED, 3 PLY OVER 5/8" GRADE CDX EXT. GRADE PLYWD LEDGER TYPE "A" STUCCO FINISH m TO MATCH EXIST'G 10' -9 1/2" A.F.F. 3" MIN THICK. TAPERED INSUL. 1/4" PER FT /R19 T.O. CEILING JOISTS CONCRETE TIE BEAM t t 4 3x10 ARCHITECTURAL GRADE JOIST & ORNAMENTAL HANGERS © 24" O.C. W/ 1X6 T &G PLANKING & %8" CDX PLYWD / 3x10 ARCHITECTURAL GRADE ABOVE LEDGER W/ COUNTER -SUNK BOLT, SEE STRUCT. (E) ROOF OVERHANG TO BE — REMOVED. WRAP (E) ROOF JOIST W/ 2 LAYERS #30LB. FELT PAPER. BLUEBD. W/ PLASTER ON 7/8" WD FURRING STRIPS — - -{ EXIST'G EXTERIOR CMU WALL; REMOVE STUCCO PRIOR TO — INSTALLING WALL SYSTEM WALL /ROOF SECTION @ MASTER BEDROOM SCALE: 3/4 " =1' -0" STUCCO FINI H TO MATCH EXIST' custom slider 2 -2 "x6" P.T. WOOD LEDGER, SEE STRUCT 2 "x6" P.T. WOOD JOISTS @ 16" O.C., SEE STRUCT. FILTER FABRIC GRAVEL FILL. PARAPET CAP GALV. MTL. FLASHING & COUNTERFLASHING OVER 4" CANT STRIP BUILT -UP ROOFING ASSEMBLY, PRODUCT APPROVED, 3 PLY OVER -CDX PLYWOOD SHEATHING SEE STRU C. 3" MIN THICK.TAPERED INSUL 3' -B 1/2" A.F.F. FINISH CLG TRUSSES - SEE STRUC. BLUEBD. W/ SKIM COAT ON WD FURRING FIRESTOP STRIPS 16 "O.C., w /R -5 INSUL. SLOPE 12' -0" MAX T.O. CONC. CAP SEE DETAILS FOR FLASHING EXIST'G ROOF SYSTEM NEW CRICK NEW CONC. TIE BEAM, SEE STRUCT. SLOPE N TE P,T, WOC FURRING CORNER BEAD, T7 3/4" CDX PLYWD SHEATHING - SEE STRUCT. - PAINTED 1/2" EXPANSION MATERIAL WD SILL — FINISH FLOOR, SEE FINISH SCHED. PAINTED WOOD 1 U BLOCKY BILL LEDGER, SEE STRUCT. ' /a" FEE 2X10 P.T. WD JOISTS, STRIPS, SEE STRUCT. INSULAT SEE STI SEE STRUCTURAL T.O. FOOTING CONCR. FOOTING ON UN- 4 DISTURBED LOAD BEARING SOIL, SEE STRUCT. Ag 2 WALL SECTION @ MASTER BATH & HALL A9 SCALE: 3/4 " =1' -0" NOTE: BENCH MARK =MAIN FINISH FLOOR (0 0 )(12.59') 8' -2 1 2" EXIST'G CLG HT HEAD 5/8" CDX EXT GRADE PLYWD OVER BUILT -UP ROOFING ASSEMBLY, 2x10 No. KID So.PINE @ 24 "O.C. PRODUCT APPROVED, 3 PLY OVER CONCRETE TIE BEAM INSUL. ON 5/8" CDX EXT, GRADE PLYWD 3" MIN THICK. TAPERED INSUL. 1/4" PER FT / R19 DRIP EDGE & GUTTER 8' -4" A.F.F. T.O. TIE BEAM MATCH ADJACENT 2x10 BLOCK'G Cs SOFFIT & FASCIA STUCCO FINISH �.- 5 /a" BLUEBD. W/ PLASTER ON 7 /g" TO MATCH EXIST'G WD FURRING STRIPS / / \ A.F.F. (VARIES SEE EXT ELEVS) ROUGH OPENING I I 4 NEW WINDOW, SEE WINDOW SCHED. I A9 FOR SPECS - WALL /ROOF SECTION @ BEDROOM #3 SCALE: 3/4 " =1' -0" TYP. SECTION AT WINDOW SCALE: 3 " =1' -0" L_ LOPE STUCCO, IATCH EXIS'G SILL DETAIL PER =ORM 1" NOTCH IN CONC. — �LOPE TO OUTSIDE EDGE EXTERIOR STUCCO FINISH MATCH EXISTING TERIOR WATERPROOF MEMBRANE -WRAP OVER CURB & BENCH. WRAP UP 8" Q SLOPE WALLS SHOWER MUD SET PLYWD UNDERLAY a "CDX P LYWD DRAIN — SLOPE SAW- MASTIC SET 6" CURB SECTION AT SHOWER FLOOR & CURD SCALE: 3 " =1' -0" BUILT —UP ROOFING ASSEMBLY, SEE DTL 1/A9 FORM FOR B" WIDE SCUPPER; FLASH ALL EDGES & BUILT —UP ROOFING ASSEMBLY FOR SCUPPER 11' -10" A.F.F. T.O. TIE BEAM BOX DRAIN /LEADER 10' -9 1/2" A.F.F. T.O. CLG JOISTS STUCCO FINISH TO MATCH EXIST'G CONCRETE TIE BEAM, SEE STRUCT. r- FLASHING UNDER ROOF ASSEMBLY 3" MIN THICK. TAPERED INSUL. 1/4" PE AT TRUSSES, SIMILAR BUILDING V.' BUILDIN13 SEC110I T.O. PARAPET APPROVED BY' CITY OF SOUTH MIA1149 BUILDING DEPT. ST'R11CWRAL nEOTION 0(41PyROVED BY: TYP. SCUPPER 8c OVER FLOW DETAIL_ I�y� SCALE: 1 1/2"=11-0" I Prince�'ermit 9et_101509,dwg I Caroline Dickinson Lisa Mishurda residentiol desior ' con -LJ +ants 305.443.2263' c 305.951.1452 e dickinsoncorolin @bellsouth.net t 305.665.2180', c 305.793.9862' e Iisa.rnishurda@grnoil.com PMM Consulting Engineers 7168 SW 47th St., Ste B -4 Miami, FI 33155 t 305.661.9918. x1201 f 305.675.2350 e pam©pmmcecom cQ m 0 _, 0 n EoA, Inc. 340 Minorca Avenue, suite 7 C) Coal Gables Florida 33134 306 - 444 -0980 CD C EoA, Inc. 2008 State of Florida Architect of Record Malcolm Berg j AIA License No. AR94424 ,1i$epalpr }11� t a "w �y Fir 4� PMM Consulting Engineers 7168 SW 47th St. Ste B4 Miami, FI 33155 t 305.661.9918 x1201 f 305.675.23501 e pamOpmmce.com I i I LEONARDO NAVEIRAS, INC. "CONSULTING ENGINEERS" Leonardo Naveiras P.I4 CA# 25830 Julio C. Vidal P.E. 11 PE# 52792 1918 Harrison St. # 207 Hollywood, FL 33020 Phone: 954-270-4822 Fax:954 -241 -6850 E -mail: hvacleo @aol.com COPYRIGHT PROTEC;ITED UNDER U.S. COPYRIGHT LAWS, THESE DOC- UMENTS ARE PROTECTED AGAINST UNAIJ_IHOR- IZED REPRODUCTION AND USE. THESE DOC- UMENTS CANNOT BE REPRODUCED, SOLD OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN PERMISSION' FROM LISA VSHURDA OR CAROLINE DICKINSON, AIA. REVISIONS No. Description Date i I PRINCE RESIDENCE II 5981 SW 81 STREET MIAMI, FLT 33143 TITLE: j WALL SECTIONS I i Scale: AS'. NOTED Drawn By.- CWD & LM Checked By: MB Approved By: MB I Project No: PRINCE /COSTALES Da te: OCT. 2, 2009 I DWG No: A_i9 I Prince�'ermit 9et_101509,dwg I