01-0671-003 i
Renovation to:
Dickinson Residence
MIAMI-DADE COUNTY APPROVED STANDING 7420 SW 64 Court
SEAM METAL ROOFING INSTALLED PER South Miami, Florida
APPROVED MANUFACTURER'S PROTOCOL
ON 301 ROOF FELT ADHERED TO 5/8" 305 6 6 7 0381
EXTERIOR GRADE PLYWOOD W/ 1 1/4"
RINGSHANK NAILS W/ TIN CAPS 12" O.C. 2 4'-0" SOLID CORE Gordon Dickinson
IN THE FIELD, 6" O.C. AT LAPS, & 4" DOORS- PAINT TO BE
O.C. AT EAVES. (TYPICAL) SELECTED BY OWNER.
HUGHES DTC STRAP [DADE # M
98-0717.03) W/ 9-10D NAILS IN STRAP '
2X6 FRAMING 12 & 4-10D NAILS IN SEAT
3 }
763 # I RAGE SHED
GALV. METAL DRIP ( •
I ° I
� N
19'-6"
268 # o
°
1X6 FASC 4" CONCRETE SLAB ON �
IA
DROP T.B. OVER COMPACTED FILL.
DOOR- ADD 2 #5 1X3 P.T. NAILER
BOTT. PROVIDE 4" SOFFIT VENT. PAINT TRUSS
BEARING EACH RETURNS FLAT BLACK, BOTH
SIDE OF OPENING SIDES AND BOTTOM AS SHOWN. N25 ARCHITECTURE CO.
1/2" EXT. PLYWOOD SOFFIT I �— 2'-4" WINDOW I 6121 SW 46 Terrace
18-X12' CONCRETE BEAM W/ 4 TO MATCH
#5 & 13 TIES 12" C/C, EXISTING.
2#5X30"X30" CORNER BARS
Miami, Florida 33155
EACH CORNER.
Phone 305-666-5151
5/8" STUCCO FINISH RUN SWITCH TO EXISTING — — _ _ _ — Fax 305-666-7581
9 GA. GALV. WALL KITCHEN DOOR AREA Florida License AAC 0003242
REINFORCING 16" C/C LADDER 45 IN CONC. FILLED 8" CBS STRUCTURE,
TYPE BLOCK CELL, MAX WITH STUCCO FINISH ON
SPACING 4'-0" C/C THE EXTERIOR TO
STORAGE ONCRETE BLOCK WALL- #5 DECK: MATCH EXISTING
SHE Q IN CONC. FILLED BLOCK CELLS REFER TO SHEETS RESIDENCE - REFER TO
458 A1.01, & A1.03 WALL SECTION
458
# # #5 DOWEL NOTE:
jHCDPL/RCUP
0 ELCTRICAL OULETS AND LIGHT FIXTURES TO
4" CONCRETE SLAB W/ 10/10 6X6 BE CONNECTED TO EXISTING 200 A PANEL
2x6 `V WELDED WIRE MESH ON COMPACTED IN EXISTING RESIDENCE - ANY OF 7
FILL OVER 6-MIL VAPOR BARRIER. SPARE CIRCUITS.
XTE ERIOR
� Stan Weeks & Associa @
2x8 6230 SW 82 Ave ;.
r'
[DADE # RIDGE ° a o
97-0421.05 W/ o a o
4 8D NAILS
EACH LEG 16" X 20" CONCRETE FOOTING WITH 2 ° a I a m I, I or l d a 3 ,
# 5 CONTINUOUS. Stan Weeks, P.E.
Key Plan ` • N RIDGE D ETAI L WALL SECTION SHED PLAN
0 4 8 16 SCALE: 1 1 /2" = 1 '-0" - 8 16 32"SCALE: 3/4" = 1 '-0" 0 2 4 8 SCALE: 1/4's = 1 '-0"
N
Sheet Title:
SHED PLAN
ELEVATIONS
Issue Date: Project No.
AUGUST 3, 2001
WIND LOAD DOORS & WINDOWS
ZONE 4: POS. 45.0 PSF, NEG. 47.8 PSF
ZONE 5: POS. 45.0 PSF, NEG. 61.4 PSF
— — — — — — — — — — — METAL ROOFING METAL ROOFING——
2'-4" X 3'-0" 2 4'-0" SOLID / \
WONDOW TO MATCH CORE DOORS
EXISTING
F— ZONE 5 I ZONE 4 I ZONE 5 5/8" STUCCO ON 5/8" STUCCO ON ZONE5 ZONE 4 h20t 5
w CBS TO MATCH CBS TO MATCH I , I Drawing No.:
EXISTING EXISTING
E
A1002
N 3'-0" 3'-01" 3'-0" 3'-0"
Ln
O
SHED ELEVATIONS
Professional of ecord: Norman Blandon
IV
O SCALE: 1/4" = 1 '-0" Discipline: Archi ct
0 2' 4' 8' Reg' tro 'on N 0016380
N
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w
l V
O
Dickinson/Plot/A102
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