10-558-00712
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GAZEBO
400 WOOD RIDGE BEAM
MIAMI --DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
--4x8 WOOD RAFTER
3xa COLLAR TIES
0
I
so
2x6 TONGUE AND GROOVE V —JOINT
WOOD DECKING
TOP OF CONC. COLUMN
2x6 WOOD FASCIA
AND METAL DRIP
4x12 WOOD BEAM
CONCRETE COLUMN
(REFER TO STRUCTURAL DWGS) I
12" WIDE CONCRETE FOOTING
REINFORCED WITH REBAR
TOP OF CONCRETE PAVERS
PRECAST CONCRETE PAVERS 19L. 0' -0" TO MATCH EXIST.
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=
1= I FLL-
II I =1 I I =1 11 I 1 =1 11 �= =1. 1 =1 =1 I I�
�� I I I-
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I-
_ CONCRETE FOOTING
2" COMPACTED SAND (REFER TO STRUCTURAL DWGS)
" COMPACTED ROCK
I II
COMPACTED SUBGRADE
SECTION "E"
E
SCALE: 1/2" = 1' -0"
0
I
io
0
I
t
0
I
II
GAZEBO FLOOR PLAN
SCALE: 1/4" = 1' -0"
SOUTH ELEVATION
SCALE: 1/4" = V -0"
EAST ELEVATION
SCALE: 1/4" = V -0"
MIAMI —DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
MIAMI —DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
TOP OF CONC. COL.
EL. ±11' -7 1I2" EXIST.
1�
M
TOP OF CONC. COL.
I EL. +8'-0" EXIST.
3' -0"
IVERHANG'
0
I
r TOP OF FLOOR
EL. ( -) 0' -0" EXIST.
_
I
2' -0" 2' -0"
Q
I
q
TOP OF CONC. COL.
EL. +11' -7 1/2" EXIST.
TOP OF CONC. COL.
EL. +8' -0" EXIST.
I TOP OF FLOOR
I I EL. ( -) 0' -0" EXIST
SOUTH ELEVATION
SCALE: 1/4" = V -0"
MIAMI —DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
TOP OF CONC. COL.
— ��--- - - - - --
3 TYP. EL. +11' -7 1/2" EXIST.
� —
e
�IN
I
TOP OF CONC. COL.
I EL. +8' -0" EXIST.
3' -0"
VERHANG
WEST ELEVATION
SCALE: 1/4" = 1' -0"
0
I
M
TOP OF FLOOR
I
EL. ( -) 0' -0" EXIST.
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NIV- -T',11 WA
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
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STRU URAL..
BLISS & NY RAY, IN(
800 DOUGLAS ROAD, SUITE 31
CORAL GABLES, FLORIDA 33E
(305) 442 -7086
H.V.A.C., PLUMBING, & ELECTRICAL
SDM CONSULTING ENGINEERS, INC.
135 ALMERIA
CORAL GABLES, FLORIDA 33134
(305) 446 -2788
4r-,,T lFrw
ASSOCIATES, P.A.
ARCHITECTS
500 SOUTH DIXIE HWY, SUITE 303
CORAL GABLES, FL, 33146 PH. (305) 665 -0641
JUNE 189 2010
JOHN E. JUNKIN AR 006454