271 NE 101 St (3)BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA
Date 1 7'
ELECTRICAL ❑
PLUMBING ❑ PERMIT N? 10260 Contractor's
ROOFING ❑ License No
0
Owner of
Building +` r t..- � . f .\
Architect
Contractor
or Builder
Legal
Description
Address of
Building
Lot
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants at employes.
Signed.iidr t 'N-- 4 - (INSPECTOR) BY
In consideration of the issuance to me of this permit I agreeF`to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawing$ statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work don: by either, myself, my agent, servant or employee.
CONTRACTOR or BUILDER
Work to be performed under this Permit
r J� t, c � r rf . .
7
r y
t.
Subdi-
vision
Sq. Ft.
Value of
Project
BY
X
$
17
O f?
7
AUTHORITY
r
11 Amount of t
11 Permit $
3391S
Location Location and legal description of lot to be built on:
Lot_ Block
Street and Number where work is to be done
Disapproved .. Date
(Signed) l
Building Inspector
Chairman
Member
Member
Council Approved
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal 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.
Date_
, 19
Owner's Name and Address._ J. Clark Coley
No 271 street N. E. 101 Street
Regiftered Architect and/or Engineer Carr Smith & Associates
Name and address of licensed contractor. JALC INC. 7L1 N. W. 5/4 Street, Miami, Florida.
State work to be done and purpose of building (by floors) Install aluminum Storm Panels.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation. Covering_
Estimated 179.00
ated Total cost of improvements $ Amount of Permit $ 2
Zone cubage required _Plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor__
I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit dot_ hereby certify that he understands and accept
of labor under the Florida Workmen s Compensation Act, being Sec:ion 5966, Compiled General Laws o
and has complied with the provisions thereof, and will require similar compliance from all contractors o
in the work to be performed under this permit; and will post or cause to be posted for inspection on t
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
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 fore oing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No leY2--ci Date. --- 1
Read, Sworn to and Subscribed before me.
PLAN
Member
Member
Member
_Date Disapproved
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.
Subdivision
271 N. E. 101 Street, Miami Shores, Bla.
Notary Public, State of Florida
My Commission Expires..
NG BOARD_ DATE
his obligations as an employer
lorida, Permanent Supplement,
ub-contractors employed by him
te of the work such public notice
ork to erfo ed under this
to me well known,
Date
ALLOWABLE SPANS
HEIGHT
ABOVE
GRADE
TYPE OF PANEL — THICENES
ALUMINUM
Ste,
.032"
.040
.050
24 GA.
20 GA.
I-
$ -i�TW NY
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111
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. 0.0m41 NN
1 f 1 r i 1 1 1 1
.400 0.0.040
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1 1
111 Tr/
:■s ss
PRAT
ALLOY
YIELD STRESS
STORM PANEL
ANGLES & CHANNELS
BOLTS & SCREWS*
3 —H34
6065..T5
2024..T4
23,000
16,000
40,000
CLEAR
313.
— .8&CTIQNJ -►
PERSPECTIVE
•
B
DETAIL OF STORM PANEL
r
TYPICAL ELEVATION
L
.S$CTI011_7 B _
J
EXISTING I
1 AWNING I
CIOSED I
I I
I
HOES: SHUTTER MAY BE
MOUNTED EORIZONALLY AS
WELL AS VERTICALLY, OBSERVING
THE ALLOWABLE SPANS.
SECTION G- 0._._
SECTION D-0
CONNECTIONS:
SECTION E—E
N
(NOTE: WHEN WEB•I3
GREAT i THAN 3
USE ANCHOR IN P�
ONES.
WHEN WEB IS LESS
THAN 3" USE
ANCHOR IN LEO ONLY'
LESIGN CRITERIA:
LIVE LOADS ARE IN ACCORDANCE WISE SECTION 2306.2 IN
THE SOUTH FLORIDA BUILDING COLE..
TEST LOAD . ....... . .. 1.5 TIMES LIVE LOAD
3 TILES LIVE LOAD
DEFLECTION:
MAIN MEMBERS - L/180
SECONDARY MEMBERS L/80
RECOVERY FROM TEST LOAD gyp%
ALUMINUM ALLOY OF SHUTTER COMPONENTS
IN ACCORDANCE WITH THE ALUd1NUM ASSOCIATION",_
* MAY BE GALVANIZEDD OR STAINLESS STEEL
GENERAL NOTES:
1) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE
LETROPOLITAN DADE COUNTY BUILDING & ZONING DEPT.
POLICY, DATED JULY 20. 1962, BASED ON THE SOUTH
FLORIDA BUILDING CODE.
2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A MINIMUM
THICKUESS OF .055".
3) 18 GAGE STEEL 8ECTION3 CAN REPLACE THE .055'
ALU33NU• EXTRUSIONS.
4) PRINTS ARE VALID NOR BUILDING DEPARTMENT PURPOSES
ONLY WREN SIGNED BY THE ENGINEER OVER HIS SEAL.
5) WHEN SPAN EXCEEDS 6 PANEL MUST BE HOLITED TOGETHER
AT MIDSPAN 12 ON CENTERS.
JALCO, INC.
745 N.NL 54'h STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
DATE' 7 '67 IDRAWNJTD KN !CHECK KNI FILE NO. 1 SHEET NO.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS I L O'7 7 1 OF I
AT SITE BEFORE PROCEEDING WITH WORK. V v
JALCO STORM PANEL
ALLOWABLE SPANS
HEIO8T
ABOVE
GRADS
TYPE OF PANEL - THICKNESS
AL MINDM •
STEEL
.032"
.040"
.050"
24 GA.
20 GA.
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aep eN�epa aae
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0
PART
ALLOY
CCYYRESS2ON
YIELD STRESS
STORIi PANEL "
ANGLES & CHANNELS
BOLTS & SCREWS *
3 -
6063.-T5
2 0 2 4-T4
23,000
16,000
40,000
CLEAR 115
MIN.
_.SECTION A,►
L
.813 "1. "1.6
451
•
PEBSPECTIVB
_
+I
Y
12
DETAIL OF STORM PANEL
TYPICAL ELEVATION
r-
L,
r- E F
.1
l
1 HEISTING
AWNING
CLOSED
NQTE: SHUTTER MAY BE
MOUNTED EORIZONALLY AS
WELL AS VERTICALLY, OBSERVING
THE ALLOWABLE SPANS.
SECTION D•D
•
1/4' BOLTS WITH
WASHERS AND 2D NST8
24" C/C
ANCHORS' . „27'
0 15" C.o �:
— " SECTION H -H — SECTION Lr
SECTION E-E
N
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AT SITE BEFORE PROCEEDING WITH WORK.
JALCO STORM PANEL
(NOTE' WHEN WEB•IS
=METER THAN 3•C
.8= ANCHOR IN WbB
ONLY.
WHEN WEB IS LESS
THAN 3" USE
ANCHOR IN LEO ONLY
DESIGN CRITERIA'
LIVE LOADS ARE IN ACCORDANCE WITH SECTION 2306.2 IN
THE SOUTH FLORIDA BUILDING CODE..
TEST LOAD . ....... . ... 1.5 TIMES LIVE LOAD
CONNECTIONS'
DEFLECTION:
MAIN MEMBERS L/180
SECONDARY MEMBERS 1,[80
RECOVERY FROM TEST LOAD tl
ALUMINUM ALLOY OF SHUTTER COMPONENTS
IN ACCORDANCE WITH "THE ALUMINUM ASSOCIATION".
3
TIMES LIVE LOAD
* MAY BE GALVANIZED OR STAINLESS STEEL
GENERAL NOTES:
1) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE
LIEPROPOLITA}I DADS COUNTY BUILDING & TONING DEPT.
POLICY, DATED JULY 20; 1962, BASED ON THE SOUTH
FLORIDA BUILDING CODE.
2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A MINIMUM
TRICIOOiSS OF .055',
3) 18 GAGE S'PhAL SECTIONS CAN REPLACE THE .055"
ALUI�NUM EXTRUSIONS.
4 ) PRINTS ARE VALID FOR BUILDING DEPARTMENT PURPOSES
ONLY OHM SIGNED BY THE ENGINEER OVER HIS SEAL.
5) ♦ WHEN T SPAN N EXCCE EXCEEDS 6' PANEL MUST BE BOLTED. TOGETHER
JALCO, INC.
745 N.Vd 54'h STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
DATE' ? '67 IORAWNJTD)DESIGN KN ICHECK KNI FILE NO. 1 SHEET NO.
6787
I OF I