10-558R-00412
3 F__
A2
4x10 WOOD RIDGE BEAM
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
-.--4x8 WOOD RAFTER
2x6 TONGUE AND GROOVE V -JOINT
WOOD DECKING
"-3x8 COLLAR TIES
------------------------------------------ - - - - -- - - -- TOP OF CONC. COLUMN'
ki --- - --� -- EL. 8' -0"
GAZEBO
Al
4" CONCRETE SLAB REINFORCED WITH 6x6
W1.4xW1.4 W.W.F. OVER COMPACTED FILL
0
I
co
2x6 WOOD FASCIA
AND METAL DRIP
4x12 WOOD BEAM
CONCRETE COLUMN
(REFER TO STRUCTURAL DWGS)
8 "x8" THICKENED EDGE
WITH 1#5 CONTINUOUS Q
TO OF CONCRETE PAYERS
EL. 0' -0" TO MATCH ElIIST.
_
- I I -I I I_I I I -III- _I I I_ I I -III -I I -I I I_I I I_I I I -I I i- III -III -I I- III -III- _I I I_I I I_ I I- III -I I -I I -I
-I I I_ I I- I- III_ III_ III -I I I_I I I -I I I_I I I_I I I_I I I_I I I -I I I -I I I_I I I_I I I_I I I -I 1I-
-� I_, I I 1 =1 I I I I= III =1 I I =I 11 =1 11 =I 11 =1 I I =1 I I= III = III =III III =I 11= III = ::III
I -i
�- III_II _ _ = I_111 =III -III = III = 111_111 =III= III = III =11 _ _ _ 1 =III =III -III_
'' � ,I I ITI 11 =1 11 =1 11 =1 11 =1 11 =1 I I -1 11 =1 11 =1 11 =1 11 =1 I I -1 I I -1 I I -1 I I -1 11 =1 11 =1 11 =1 11 =1 I I III -1 I I ,I � I�
;III =1 11 =1 I MI I 1=1 11 =1 11 =1 I =1 I I I I I I;, I I I I I I,;, I I 1 =111 =1 11 =1 11 =1 11 =1 I I =1 11 =111=
-
i (REFER TO STRUCTURAL DWGS)
GAZEBO FLOOD PLAN
SCALE: 1/4" =1'-0"
SOUTH ELEVATION
SCALE: 1/4" = l' -0"
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
., /-ik TOP OF CONC. COL.
- -- --- 2 - - - - -- - - - - --
3 TYP. "
---------- 7 ---- r -------- ri
9-
I
3' -0" I,
0
I
5—AST ELEVATION
SCALE: 1/4" = V -0"
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
7 i
M
01
0
I
co
SOUTH ELEVATION
SCALE: 1/4" =1' -0"
EL. ±11' -7 1/2" EXIST.
TOP OF CONC. COL.
EL. +8' -0" EXIST.
TOP OF FLOOR
EL. ( -) 0' -0" EXIST.
TOP OF CONC. COL.
EL. +11' -71/2" EXIST.
TOP OF CONC. COL.
EL. +8' -0" EXIST.
TOP OF FLOOD
EL. ( -) 0' -0" EXIST.
TH NIIAI��I
BUILDING DEPT.
STRUCTURAL MCTION
,,PPR0VE013Y:
)i Ilk,
MIAMI -DADE COUNTY PRODUCT APPROVED
Q2 METAL STANDING SEAM ROOF
TOP OF CONC. COL.
- -� 3 TYP.
EL. ±11' -71/2" EXIST.
1
--- - - - - -- -- ------ - - - - -- - - - --
CONC. COL.
TOP OF
I. —o I EL. +8' -0" EXIST.
3 "
0
I
CT- °°
I
I I
TOp OF FLOOR
EL. ( -) 0' -0" EXIST.
WEST ELEVATION A5,01
SCALE: 1/4" = 1'-0"
ADDITON &
AI.TERATION
TO THE
iVIUNILLA
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 95143
m07.08.10 ZONING DEPARTMENT
® 11.01.10 OWNER'S REQUEST
STRUCTURAL
BLISS & NYITRAYi INC.
800 DOUGLAS ROAD, SUITE 300
CORAL GABLES, FLORIDA 33134
(305) 442 -7086
HY A.C., PLUMBING, & ELECTRICAL
SDM CONSULTING ENGINEERS, INC.
135 ALMERIA
CORAL GABLES, FLORIDA 33134
(305) 446 -2788
PATE
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