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' 112' MIN. GYPSUM CEIL BOARD
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BOND BREAKER
HEADER BLOCK 24 ; CRO'
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CONCRETE FOOTING ' '.• ,
1 (SEE SHEET S -1 FOUNDATION PLAN) 25
.._---------------------------------------------------- - - ---- 45
CHIMNEY SECTION
1/2" = 1' -0" 47
CHIMNEY SECTION LEGEND THIS SHEET 47
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V 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' -O'
�2 -�► CHIMNEY FLUE (BY CHIMNEY MANUF.)
�3 -> FLASHING (BY CHIMNEY MANUF.)
a4 -> CHIMNEY CAP (BY CHIMNEY MANUF.) OVER FELT, 1/2' C.D.X. PLYWOOD SHEATHING AND 2 -20 TOP PLATES WOOD FRAMING
t:J BRICK VENEER (MATCH E)GSTING) OVER FELT, 1/2' C.D.X. PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
a6 -�► 20 WOOD BLOCKING
�7 -> 2x8 WOOD BLOCKING
�8 -s• 2x4 BOTTOM PLATE OVER 3-2x12 WOOD BEAM AT FIREPLACE OPENING
�9 -�► 3-2x12 WOOD BEAM WITH SIMPSON HU5.31/11 FACE MOUNT HANGERS AT EACH END
10 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 E)OSTING) 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.
Gy-a-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, 1/2-C.D.X. PLYWOOD SHEATHING AND 2x8 FRAMING AT 12' O.C.
22
--- 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
0--l- GYPSUM WALLBOARD ON 1x2 WOOD FURRING, 3/4' INSULATION AND 20 WOOD FRAMING AT 16" O.C.
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ADDITIONAL VEIGHT FOR STORED ITEMS. LIVE LOAD CALCULATION.
PROVIDE PLYVOOD PLATFORM FOR STORAGE, COORDINATE WITH OWNER
;S SECTION LEGEND THIS SHEET
2 -20 TOP PLATES
1/2' MIN. GYPSUM CEILING BOARD
1/2' GYPSUM WALLBOARD OVER 20 WOOD FRAMING AT 16' O.C. (TYPICAL ALL INTERIOR PARTITIONS)
20 P.T. BOTTOM PLATE (TYPICAL ALL INTERIOR PARTITIONS)
4' CONCRETE FLOOR SLAB (SEE SHEET S -1 FOUNDATION PLAN)
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GEND .a SHEET
1/2" = 1' -0"
1/4" = 1' -0"
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FASCIA (MATCH EXISTING)
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SHINGLE ROOFING SYSTEM (MATCH EXISTING)
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OVER 151 AND 30# ROOFING FELT, 5/8' C.D.X. PLYWOOD SHEATHING
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(4 PLY MIN.) AND PRE - ENGINEER WOOD TRUSSES
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AT 24' O.C. (TYPICAL)
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2x4 CONTINUOUS P.T. WOOD BLOCKING
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-� 3 MATCH EXISTING
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STUCCO FINISH OVER METAL LATH, FELT, 1/2' PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
FIELD VERIFY
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(MATCH EXISTING)
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TYPICAL
WALL SECTION
AT LMNG
AREA ADDITION
1/2"
SHINGLE ROOFING SYSTEM (MATCH EXISTING)
OVER 151 AND 30# 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 28
SIMPSON STRAP H8 (TYP.) 29
2 -2x4 TOP PLATE 30
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' EXISTING OVERHANG 2 -2x4 CONT.
TO BE REMOVE NAILER OVER
EX. PLYWD & TRUSSES
EXISTING OILING BOARD (N.I.C.)
CRICKET
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EXISTING TIE BEAM (N.I.C.)
37
,GARAGE ]ROOF DETAIL
FOR LEGEND SEE TYPICAL WALL SECTION -THIS SHEET 1/2"
TYPICAL WALL SECTION LEGEND > SHED
28 FLASHING (MATCH EXISTING)
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FASCIA (MATCH EXISTING)
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SOFFIT WITH 4' CONTINUOUS VENT (MATCH EXISTING)
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2x4 CONTINUOUS P.T. WOOD BLOCKING
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STUCCO FINISH OVER METAL LATH, FELT, 1/2' PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
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FASCIA (MATCH EXISTING)
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SOFFIT WITH 4' CONTINUOUS VENT (MATCH EXISTING)
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2x4 CONTINUOUS P.T. WOOD BLOCKING
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STUCCO FINISH OVER METAL LATH, FELT, 1/2' PLYWOOD SHEATHING AND 20 WOOD FRAMING AT 16' O.C.
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STUCCO FINISH OVER 8' C.M.U. BLOC(
SIMPSON HETA20 TRUSS STRAP (TYPICAL U.N.O.)
35 CONCRETE TIE BEAM- TOP AT 8' -0' A.F.F. (MATCH EXISTING) SEE SHEET S -2 FOR TIE BEAM SIZES
R -30 BAT T' INSULATION
03 8' C.M.U. BLOCK
38 — 1/2' GYPSUM WALLBOARD OVER 1x2 OR 10 WOOD FURRINGS AT 16' O.C. AND 3/4' INSULATION
39 WOOD BASE BOARD (MATCH EXISTING)
4' CONCRETE FLOOR SLAB (SEE SHEET S -1 FOUNDATION PLAN)
41 HEADER BLOC(
42 FINISH (MADE
43 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 COMPUANCE 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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