1500 NE 101 St (6)Street and Number where work is to be done c1 60.c. Oa N
Estimated Total cost of improvements $ 30 00
Zone cubage required
Distance to next nearest building
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Disapproved Date
Chairman
Member
Member
Council Approved Date
MIAMI SH ES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATI ®N FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of , the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
(� r 1 Date — 1 4..—_._ ....... - - - - - -- -- ,19. 2
Owner's Name and Address-Jfi REL -. -. l ✓ 01V N/ N, No / S Oa Street_ V / / S T 47. 5
Registered Architect and /or Engineer 5 7AN 14417(-5.‘, 4 / 515'6'
Name and address of licensed contractor.f 1 U jZ R t C r4 n/G hl A/ /-.N - / 00 / 6 -2 y ST
Location and legal description of lot to be built on:
Lot Block Subdivision
State work to be done and purpose of building (by floors) E/`/ C 40 .0 . C . - .2 4' a A O p ■Q W / 7f-/ -
:o E c' oh? Al -. r v a O_ LH_R-.n1 _R__.___ t/_-!/__ %7.4 R \`5 J 5.09 Al e A s % A/ Fitt /
/,3 u / L (nJ Jr/ Z' Rf z. x D cc o R al r r F c_ 3 \ and for no other purpose.
\
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation \ Roof Cgvering
0 0 \ �j — ..
Amount of Permit $. 1__
Plan Cubage
Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may . !0 9
i/ /
be sent to vdJf �'�'t/� /qW�1/ /tip C /e5 qt E 2 .s T /1 /4 4e - A2f/ -- At C WELLS `,6/‘
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perfgrmed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
/1/ /7 F- Ai4
Notary Public, State of Florida
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date Read, Sworn to and Subscribed before me.
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Member
Member
Member
Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
m
E
.250"
Anchors @
18" c -c
SMS
2.50
•
2 -610 x #"
2- Anchors
/4" Pin
nchors- 18" Max. i
.080" Folded PI.
Camel back
.50"
050"
3 /4" 0.D. Tube
.049" wall
TYPICAL PLAN
.015"
.310"
T punch
for slat
SECTION A -A
6 '
AWNING PROJECTED
2 - Bolts
1 /4" Pin
7 /8" 0.0. Tube
.049" wall
B
Arm
Camel back
hold down
AWNING CLOSED
6
. "Typ.
.015"
IuL— Sul
.015"
.187 "T
BEAM AO
I/4 "Pin 6063 -T6
hold down
.080" Folded PI.
Camel back
1.50" 1.00"
2- #10x /2"
SMS
.080" Folded PI
Camel back
Arm
SECTION B -B
v o
0 0
Slat
2 - #10 x q
SMS
1- Anchor
1 /8 "xl Hurricane
anchor trap at each
Beam A
.
Typ.
CHANNEL
.040"
Alum.
Sheet
Stop.
2 - "Bolts
V4" Pin
1.300"
ROLLED SLAT DETAIL
DESIGN CRITERIA:
The Bahama Shutter was designed and tested in
accordance with the Metropolitan Dade County
Building Dept.Policy for plant produced pre-
fabricated Rigid Awnings, Canopy Shutters and
Canopies dated Jan. 1, 1961, based on the South
Florida Building Code.
OPEN POSITION
Design Load 15 psf
Test Load 30 psf'
NOTES
CLOSED POSITION
Wind Load
Test Load
28.6 psf
43 psf
1.) All Alum. sheet shall be 3003 -H14 and all
extrusions 6063-T5 unless otherwise noted.
2.) All screws and bolts shall be stainless steel,
hot dipped galv. steel or Alum. alloy 2024 -T4
3.) The following label shall be attached to all
Awnings:
Hurr -i -cane Awning Co. certifies that the alloy
and heat treatment of all metal in this product
conforms to the specifications contained in the
plans submitted for permit covering this instal-
lation. This Awning must be closed and secured
to the wall during a hurricane warning or alert.
4.) Anchors to concrete shall be 1 /4"x1 1 /4"
Diamond Hammer Drive nails or equal.
BAHAMA
a s
• •: 7
1001 EAST, 24th ST.
SHUTTER
HIALEAH, FLORIDA
STAN WEEKS & ASSOC., INC.
ENGINEERS
3061 N W 716 ST.
4 -11 -66
MIAMI, FLORIDA
JOB NO. 5264 -4
A I
-- — I
I
_
1 - - -
1 ___ ___
-
- -
Lap slat 6"
I
--
-
when_splici
— - -- - - - - - -
I I
1 -- =Sl __
B
J
1
_
24" Max.
24" Max.
I o
A
48" c -c Max.
Arm Spacing
Varies
m
E
.250"
Anchors @
18" c -c
SMS
2.50
•
2 -610 x #"
2- Anchors
/4" Pin
nchors- 18" Max. i
.080" Folded PI.
Camel back
.50"
050"
3 /4" 0.D. Tube
.049" wall
TYPICAL PLAN
.015"
.310"
T punch
for slat
SECTION A -A
6 '
AWNING PROJECTED
2 - Bolts
1 /4" Pin
7 /8" 0.0. Tube
.049" wall
B
Arm
Camel back
hold down
AWNING CLOSED
6
. "Typ.
.015"
IuL— Sul
.015"
.187 "T
BEAM AO
I/4 "Pin 6063 -T6
hold down
.080" Folded PI.
Camel back
1.50" 1.00"
2- #10x /2"
SMS
.080" Folded PI
Camel back
Arm
SECTION B -B
v o
0 0
Slat
2 - #10 x q
SMS
1- Anchor
1 /8 "xl Hurricane
anchor trap at each
Beam A
.
Typ.
CHANNEL
.040"
Alum.
Sheet
Stop.
2 - "Bolts
V4" Pin
1.300"
ROLLED SLAT DETAIL
DESIGN CRITERIA:
The Bahama Shutter was designed and tested in
accordance with the Metropolitan Dade County
Building Dept.Policy for plant produced pre-
fabricated Rigid Awnings, Canopy Shutters and
Canopies dated Jan. 1, 1961, based on the South
Florida Building Code.
OPEN POSITION
Design Load 15 psf
Test Load 30 psf'
NOTES
CLOSED POSITION
Wind Load
Test Load
28.6 psf
43 psf
1.) All Alum. sheet shall be 3003 -H14 and all
extrusions 6063-T5 unless otherwise noted.
2.) All screws and bolts shall be stainless steel,
hot dipped galv. steel or Alum. alloy 2024 -T4
3.) The following label shall be attached to all
Awnings:
Hurr -i -cane Awning Co. certifies that the alloy
and heat treatment of all metal in this product
conforms to the specifications contained in the
plans submitted for permit covering this instal-
lation. This Awning must be closed and secured
to the wall during a hurricane warning or alert.
4.) Anchors to concrete shall be 1 /4"x1 1 /4"
Diamond Hammer Drive nails or equal.
BAHAMA
a s
• •: 7
1001 EAST, 24th ST.
SHUTTER
HIALEAH, FLORIDA
STAN WEEKS & ASSOC., INC.
ENGINEERS
3061 N W 716 ST.
4 -11 -66
MIAMI, FLORIDA
JOB NO. 5264 -4