12-250-017---------------------------------------------------------
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THIS SHEET
CONCRETE FOOTING 25
(SEE SHEET S -1 FOUNDATION PLAN) I 2 -20 TOP PLATES
--- ----------------------------------------------------- - ----- &-a- 1/2' MIN. GYPSUM CEILING BOARD
CHIMNEY SECTION &---v- 1/2' GYPSUM WALLBOARD OVER 20 WOOD FRAMING AT 16' O.C. (TYPICAL ALL INTERIOR PARTITIONS)
1/21' = 1' -0" 47 2x4 P.T. BOTTOM PLATE (TYPICAL ALL INTERIOR PARTITIONS)
CHIMNEY SECTION LEGEND
THIS SHEET 47 4' CONCRETE FLOOR SLAB (SEE SHEET S -1 FOUNDATION PLAN)
0_� CHIMNEY CAP (BY CHIMNEY MANUF.) OVER FELT, 1/2' C.D.X. PLYWOOD SHEATHING AND 2 -2x8 TOP PLATES WOOD FRAMING
SLOPED TOP 1/4' PER 1' -0'
a2 -> CHIMNEY FLUE (BY CHIMNEY MANUF,)
FLASHING (BY CHIMNEY MANUF.)
a4 -�• CHIMNEY CAP (BY CHIMNEY MANUF.) OVER FELT, 1/2' C.D.X. PLYWOOD SHEATHING AND 2 -2x4 TOP PLATES WOOD FRAMING
\:J BRICK VENEER (MATCH EXISTING) OVER FELT, 1/2' C.D.X. PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
a6 - �► 2x4 WOOD BLOCKING
2x8 WOOD BLOCKING
�8 -�► 2x4 BOTTOM PLATE OVER 3-2x12 WOOD BEAM AT FIREPLACE OPENING
O9 -�► 3-2x12 WOOD BEAM WITH SIMPSON HU5.31/11 FACE MOUNT HANGERS AT EACH END
GY-4-2'x6'xt/4' FULL LENGTH METAL ANGLE FASTENED TO WOOD BEAM WITH 1/2'x 4' LAG BOLTS AT 8' O.C.
11 BRICK VENEER (MATCH EXISTING) OVER 8' C.M.U. BLOCK.
12 BRICK VENEER (MATCH EXISTING) OVER FELT, 1 /27C.D.X. PLYWOOD SHEATHING AND 2x12 FRAMING AT 12' O.C.
13 HEARTH- SELECTED BY OWNER
14 PAVERS (MATCH EXISTING) OVER 4' CONCRETE SLAB.
15 2x8 WOOD FRAMING AT 12' O.C.
16 CRICKET
17 VALLEY FLASHING
18 CONCRETE TIE BEAM -TOP OF BEAM AT 8' -0' A.F.F. (SEE SHEET S -2 TIE BEAM PLAN)
19 R -30 INSULATION
20 SHINGLE ROOFING SYSTEM (FOR DETAILS SEE SHEET A -5 ROOF PLAN)
21 BRICK VENEER (MATCH EXISTING) OVER FELT, 1 /21D.X. PLYWOOD SHEATHING AND 2x8 FRAMING AT 12' O.C.
CHIMNEY FLUE LOCK DAMPER (BY CHIMNEY MANUF.)
23 PRE - ENGINEER WOOD TRUSSES AT 24' O.C. (SEE TRUSS MANUF. DWGS)
24 4' CONCRETE FLOOR SLAB (SEE SHEET S -1 FOUNDATION PLAN)
25 8' C.M.U. BLOCK (TYPICAL)
26 SIMPSON THA29 TRUSS HANGER
27 GYPSUM WALLBOARD ON 1x2 WOOD FURRING, 314' INSULATION AND 20 WOOD FRAMING AT 16' O.C.
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SHINGLE ROOFING SYSTEM (MATCH EXISTING)
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OVER 151 AND 301 ROOFING FELT, 1/2' C.D.X. PLYWOOD SHEATHING
(4 PLY MIN.) AND PRE - ENGINEER WOOD TRUSSES
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AT 24' O.C. (TYPICAL)
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SHINGLE ROOFING SYSTEM (MATCH EXISTING)
OVER 151 AND 301 ROOFING FELT, 1/2' C.D.X. PLYWOOD SHEATHING
(4 PLY MIN.) AND PRE - ENGINEER WOOD TRUSSES
AT 24' O.C. (TYPICAL) 12
--( 3 MATCH EXISTING
FIELD VERIFY
SIMPSON STRAP H8 (TYP.)
2 -2x4 TOP PLATE
EXISTING OVERHANG 2 -2x4 CONT.
TO BE REMOVE NAILER OVER
7 EX. PLYWD &
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EXISTING CEILING BOARD (N.I.C.)
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EXISTING TIE BEAM (N.I.C.)
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FINISH FLOOR SLAB ELEV. 40 I w M
16.78' NAVA I � M
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GARAGE ROOF DETAIL
1/2" = 1' -0" FOR LEGEND SEE TYPICAL WALL SECTION —THIS SHEET 1/2" = 1' -0"
TYPICAL WALL SECTION
AT LIVING AREA ADDITION '/'" -'-°
TYPICAL WALL SECTION LEGEND THIS SHEE>
28 FLASHING (MATCH EXISTING)
29 FASCIA (MATCH EXISTING)
1 '
SOFFIT WITH 4' CONTINUOUS VENT (MATCH EXISTING)
31 20 CONTINUOUS P.T. WOOD BLOCKING
32 STUCCO FINISH OVER METAL LATH, FELT, 1/2' PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
STUCCO FINISH OVER 8' C.M.U. BLOCK !y
SIMPSON HETA20 TRUSS STRAP (TYPICAL U.N.O.) ¢
CONCRETE TIE BEAM- TOP AT 8' -0' A.F.F. (MATCH EXISTING) SEE SHEET S -2 FOR TIE BEAM SIZES SOUTH MIAMi
F_ I °T.
R -30 BATT INSULATION
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37 8' C.M.U. BLOC(
1/2' GYPSUM WALLBOARD OVER 1x2 OR 10 WOOD FURRINGS AT 16' O.C. AND 314' INSULATI(N' )VED 9y
39 WOOD BASE BOARD (MATCH EXISTING) =-
4' CONCRETE FLOOR SLAB (SEE SHEET S -1 FOUNDATION PLAN)
41 HEADER BLOC(
42 FINISH GRADE
CONCRETE FOOTING (SEE SHEET S-1 FOUNDATION PLAN)
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY, FLORIDA
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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