790 NE 95 St (6)38588
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. 9/6/69 ,19
Owner's Name and Address James Waters No 790 Street N.E. 95 St.
Registered Architect and /or Engineer Carr Smith .0 Associates
JALCO INC ° 7)41 N. W. 514 Street, Niami, Florida.
Name and address of licensed contractor_____ ____ ________ ___ -._ .. ____ °
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 790 N. E. 95 Street, Miami Shores 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 Roof Covering
Estimated Total cost of improvements $ 1)4 0.00 Amount of Permit $ 2.50
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 for said building. All notices with reference to the building and its construction may
be sent to_.__ George H. Harvey,__ C/O JALCO, INC. 7141 N. W. 511 Street Miami 41a.
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 oft work such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work t perfo e. under this
permit, as are licensed by Miami Shores Village. INC. Remarks_. -. (Signed) JALCO, 0 by:
STATE OF FLORIDA,
COUNTY OF DADE. J ss
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.__ ..... f__t. CL _G Date _� Read, Sworn to and Subscribed before me.
Disapproved ovt
(Signed)
Building Inspec .1 My Commission Expires.
Notary Public, State of Florida
P , ' NING BOARD_. __ _ DATE
Chainnan Member
Member Member
Member ___ -.- __ -_ -- Member
Council Approved _Date 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.
1.
2 .
3.
4.
Owner:
enin_ No. Size St le Pro . Const.
7 Sections
5 it
13
4
/Y'
I1
11
Storm Panels
R E S I D E N C E
e.
11
Kr. Watson
790 N. E. 95 Street
Miami Shores, Florida.
Contractor: JALCO, INC.
3 .
r
72" lgth Aluminum
56" lgth '!
63" lgth
S8" l
I6'
ALLOWABLE SPANS
HEIaw
TYPE OF PANED. - THICKNESS
ABOVE
ALUMINUM .
STEEL
GRADE
.032"
.040"
.050"
24 GA.
20 GA.
1 \nvr N r
r r- i v �v� t r.J
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' _'_ .. .Ni'. 'i . 00
P ART
ALLOT
C:S�L03SS10R
mu STREW
PANEL
004 -534
2 ,000
A NGLES A CIL,NNELS
X06 �1'S5
1,000
Pot's & 9Cttn^1Y3+
202 -Tit
40,000
P>o EGICT1VE
8 ' 1. i 79'..1.4 5 1.57 8 '
•
_12.00
ISPAIL OF STORM PANEL.
a
•
TYPICAL ELEVATION
EIISTIEG
AWNING
CLOSED
ate,
eso:
HEM SEUTTER MAX HE
MOUNTED EORIZOEALLY AS
MILL AS VERTICALLY, OBSERVING
THE ALLOWABLE SPANS.
JALCO STORM PANEL
LIVE LOADS ARE II ACCORDANCE MITE SECTIOII 2506.2 III
THE SCUTS FLORIDA BUILDING COLE..
TEST WAD . ....... . .. 1.5
TIERS LIVE LOAD
CONNBCTIOESt 3 TINES LIVE LOAD
LFF'LECTIOE t
MAIN XEDERRS 1/180
SECONDARY LAS
RECOVERY FROM TEST LOAD
ALUMINUM ALLOY OF SHUTTER CONFORMS
SSOCIATION
• LAY BE GALVANIZED OR STAIHLR:3S STEEL
GENERAL NOTES:
1) THIS SBUTTER WAS DESIGNED IN ACCORDANCE WITH THE
L TROFOLI'.`AN DAIIE OCCUR"' BUILDING & ZONING DEPT.
POLICY, DATED JUTS 20. 1962, BASED OR THE SOUTH
FLORIDA BUILDING CODE.
2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A MINIMUM
THICKNESS OF .055?
3) 18 GAGE STEEL SECTIONS CAN REPLACE THE .055'
ALUMINOI EXTRUSIONS
4) PRINTS ARE VALID roll BUILDING DEPARTMENT PURPOSES
ONLY WHEN SIGNED BY THE ENGINTR OVER HIS SEAL.
5) WHIDi EXCEEDS 6 P MUST BE BOLTED TOGETHER
AT
JALCO, INC.
745 N.1K 54 STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL G A O L K S FLORIDA
D ATE Z 67 )pwwwMJTDIo•a.OMAN IC+.EOE NMI mama 1 wwwr Mo.
COMrwAC10.. SMALL VE..IM1 ALL DRARI S.01S
Ar MEE mows FROCE[omo MIT. EM A. I 6787 I 1 of I
1.
2.
3 e
4.
Owner:
enin_ No.
Contractor:
Size
7 Sections
13 cD
4
!Y'
St le Pro . Const.
Storm Panels
OD
01
10 00
01 cD
RESIDE ICi ' r D
P7r. Watson
790 U. E. 95 Street
Miami Shores, Florida.
JAICO, INC.
'3 .
72 lath Aluminum
56° lath
63 bath
5811 lath
01
fi
,ILO: :ABLE SPANS
HEIGHT
TYPE OF PANEL - THICXNESS
ABOVE
ALUUINUM .
STEEL
GRUM
.032'
.040"
.050'
24 GA.
20 GA.
MOM
0
a V ,,,,
Ass •
A am ti� O.Q
=a.
�o o.vmm i-i-
N N 0 0 O'O
A4N4
PART
ALLOY
C,MFREsEION
YIELD STEELS
STOR:. PANEL
ANGLES & CH..INEIS
BOLTS & SCR ICI
)0014 -634
0063/Z
20214
2 5000
16;000
40,000
EEL42021 •t•
PEIMIPECTIVE
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I I D
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'-- 4.4 m ��' - A' lfi: 'L .__��_ _1. 1_1 1i _, : I .J
.813.1.578'.1.625-1.578°
I T
•
45 /' bq ■
3� i f
f�
�--- - --- - - 12.00'
OXTAIL OF STORM PANEL
TYPICAL ELEVATION
a t
-• \,'
4'
!,c
r -3 i s
1
i I
EXISTING 1
AWNING
CLOSED 1
NOSE: SHUTTER MAY B3
IDUNTED HORIZOIALLT A3
WELL AS VERTICALLY OBSERVING
TES ALLOmmBIS SPA73.
SECTION D-0
33CTIOR 1-4
CONNECTIONS:
DEFLECTION:
MAIN NEMESES
SECONDARY )B°
RECOVERY FROM TEST DUD
NOTE: IEEE VOI13 13
MIEN THAI 3'
O3= ANCHOR I1 '43
LIVE WADE ARE IS ACCOHDAJE3 FITS SECTION 2306.2 IN
TEE SOOTS FLORIDA BUILDI70 OH .
MT LOAD ...... • . ... 1.5 TIJE<S LIVE LOAD
3 11313 LIVE LOAD
ALUNI1U3 ALLOY OF SHUTTER COMPONENTS
SSOCIATI oN°.
a MAY BE GALVANIZED OR STAINIEL'S SI EL
GENERAL NOTES:
1) THIS SBU'PT3R WAS DESIGNED IN ACCOIU?ANCE wITB THE
LBTROPOLI AN DALE CCUNIY BUILDING & ZONING DEPT.
POLICY, DATED 7UIS 20, 1962, BASED ON THE SOURS
FLORIDA BUILDING CCIE.
2) AIL ALUMINOM EXTRUSIONS SHALL HAVE A MINIMUM
THICKNESS OF .055'
3) 18 GAGE STEEL SECTIONS CAN MLA= THE .055'
ALU 03 EXTENSIONS
4) PRINT3 ARE VALID FOR BUILDIR) ffiART1B>ZIT PURPOSES
ONLY WHEN SIGNET) HI THE ENGIN:IvR OVER HIS SEAL.
5) WEED SPAN EXCEEDS 6 PAP= MUST BE BOLTED TOGETHER
AT MIDWAY 12' 01 CNNTBi3.
JALCO, INC.
745 N.W 54". STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL G A O L C• • l O R I 0 A
•r' Z AZ IORAw,JTDI. .o. if,/ lacmc KNl nu Ro. I eo.ar no.
AT a K ORE PRO�C[co:no wl 1 674)7
JALCO STORM PANEL
1 or I