30 NE 96 St (10)Permit No
Disapproved �� _ ._� ---
(Signed)
Building Inspect
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION 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.
Owner's Name and Address George F. Meister No 30 Street N. E. 96 St.
Registered Architect and /or Engineer
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
State work to be done and purpose of building (by floors)
Carr Smith & Associates
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 $ 335 .00 Amount of Permit $ 2050
Zone cubage required .Plan Cubage
Distance to next nearest building
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, cjo JALCO, INC. 741 N. W.
The undersigned applicant for this building permit does hereby certify that he understand
of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled Ge
and has complied with the provisions thereof, and will require similar compliance from all
in the work to be performed under this permit; and will post or cause to be posted for ins
or notices as are required by the Act. The undersigned agrees to employ only such subco
permit, as are licensed by Miami Shores Village.
Remarks _ __.. . (Signed)
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.
Date
Dat
JALCO, INC. 7I1 N. W. 5L Street, Miami, Florida.
NING BOARD
Install aluminum
Date .___ June 20, ,19 69
My Commission Expires
storm panels
__Size of Building Lot
54 __.Stre_It, Miami, - Florida.
DATE
and accepts his obligations as an employer
al Laws of Florida, Pennanent Supplement,
tractors or sub - contractors employed by him
Lion on the site of the work such public notice
ors, on •r to , • performed under this
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Chairman Member
Member Member
Member ____._ __._ ._ Member
Council Approved _Date Disapproved
on residence.
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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
1
2.
30
4 .
5
6.
7 .
8.
9
10.
11.
Owner
enin_ No.
Contractor:
Size
4 Sections
k
11 n
I. or
4
n
10 to
10 cc
7
4
4
3
R E S I D E N C E
JAICO, LJC.
St le Pro . Const.
Storm Panels 52" lgth Aluminum
n n 51" lgth h 00 •
n n 62" lgth n
n n 51" lgth n
O n 37" lgth n
o n 38" lgth n
n n 50" lgth n
n n 50" lgth n
n n 50" lgth n
n a 64n lgth n
SO 0 64" lgth n
•
r1.0 rU�
c.
7
George P. Meister
30 N. E. 96 Street
Miami Shores, Florida.
ALLO'::ABIE SPANS
HEIGHT
TYPE OF PANEL - THICI®F33
ABOVE
ALUMINUM •
STEEL
GRADE
.032
.040"
.050
24 GA.
20 GA.
- --
u -1"
11171
1 9' -8 "
•
8:-
D
g
PO•f
'4 4'
7'4
PARE
ALLOY
CC4O'RES810A
YIELD STEEDS
STOIC; PANEL
ANGLES & CHANNELS
BOLTS & SCREWS.
'.} -H34
0063-/5
2021 ,-TI
25,000
16,000
40.000
!EMT= Ate► _____
FSS7ffiTLYi
T
•
.813•1.578•
F S re
1
LAG
45 ° .
.471/ I r
S.
— 12.00°
DETAIL OF STORE PANEL
•
TYPICAL ELEVATION
SECTZ0M _
TYPICAL
;
EXISTING I
1 AWNING
CLOSE
HO$: SEMEN MAY BE
EO111TE HORIZONLLLY AS
TELL AS VERTICAL= OHSEVIHG
TEE ALLOWABLE SPATS.
SECTION 0-0
SECTIOI D-D
SECTIDE 1141
1/1+• 8OLEE WITH
WASHERS AND IDIOMS
- 24 ° c /c.
ANCHORS'
O 15 C.C;
SECTION
SECTION 114:
JALCO STORM PANEL
NOTE, WEEE WEB
MUTER THAI 3•
• U ANCHOR IN ;
ONES.
WHEN WEB LS WS
THAI '.
ANCHO 2 EEG ONLY
LIVE LOADS ARE IE ACCORDANCE METE SECTION 2306.2 IN
THE SOV V FLORIDA BUILDING CODE.
T E S T L O A D ....... . ... 1.5 TINES LIVE LOAD
3 TINES LIVE LOAD
CONNECTIONS:
DFFLECTIOI, y/8o
MAIN Ids Bof
sacoxlr+Ia If>IBIItS .....
RECOVERY PROP TEST LOAD
ALUMINUM ALLCY OF SHUTTER COMPONENTS
- 211 SSOCIATIOI
e BAY BE GALVANIZED OR STAIRIS:aS SPIEL
OZ4 LL NOTES:
1) THIS SHUTTER RAS DESIGNED IN ACCORDANCE WITH 'HE
L TR0FOLI1`AN DADS CCUNIY BUILDING & ZONING DEPT.
POLICY, DATED JULY 20; 1962, BASED ON THE SOUTH
FLORIDA BUILDING CODE.
2) ALL AIUIQEQM EXTRUSIONS SHALL HAVE • IIINIILUDI
THICKNESS OP .055'
3) 18 GAGE STEEL SECTIONS CAN REPLAN THE .055'
ALUMINUM EIT'RbsIONS
4 PRINTS ARE VALID PO BUILDING DEPARTMENT PURPOSES
ONLY WHEN SIGNED BY THE ENGIN2ER OVER HIS SILL.
5) WHO SPAN HEEDS 6 PAY.EL MUST BE BOLTS TOGETHER
AT MID SPAN 12' ON CENTERS.
JALCO, INC.
745 N.NL 54". STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES, INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
o ATE 7 Ai IOIUMMJ7D)DOIOM KN ICMgan KNI FDA MO. 1 am= MO.
COMT:AC,t. `MALL Klein' ALL D::iMIMOSMI I 67x7 I 1 OF I
AT Din WORK .MOC[[D:MO MM. MOM.
Irr
1. 4 Sections
2. 4 II
3. 11 "
4. 4 it
5. 4 II
6. 4 11
7. 10 11
8. 10 "
9. 7 II
10. 4 11
11. 4 II
Owner:
enin_ No. Size
�o. 41'
R E S I D E N C E jr=i—
f.
St le Pro . Const.
Storm Panels 52" lgth
" " 51" lgth
62" lgth
11 II 51" lgth
11 11 3711 lgth
11 l0 38" lgth
It f1 50" lgth
50" lgth
�I n 50" lgth
11 11. 64" lgth
" 1t 64" lgth
3,
A
Contractors JALCO, INC.
George F. Meister
30 N. E. 96 Street
Miami Shores, Florida.
Aluminum
m
10•
II
10
II
II
n
It
"
10
ALLOWABLE SPANS
HEIGHT
TYPE OF PANEL - THICNEES
ABOVE
ALUMINUM •
STEEL.
GRADE
.032"
.040"
.050
24 GA.
20 GA.
Yuri MIPf� -rd �-1
N N MY�C -p
.-1
Nv v
� <74:0 , 0
Oe
O v
47 T7Tx1T
N .4000PO'Om
,A0ssaO.Wm
P ART
A,LOY
ClYPRHSBIOR
YIELD STRESS
STOR:: PANEL
A NGLES A CHANNELS
BOLTS & SCREWS'
$O4 -H34
o06 . 15
202y�1'II
11;oo0
40 000
WIWI= Asa __ __ _
FSVE
A
A
.813 1.625'1.578'
12.00
DETAIL OP STORE PANEL
TYPICAL ELEVATION
15° C/C ,
JORDAN JORD -EZE'
0 " Las
SECTION B-8
2.1/2"
r• f.
•
STAR "LOW'
#3
12 C.C.
TYPICAL
SNCTI.O�P-F
1
i
EIISTING
1 AWNING
CLOSED �
NOSE: SHOWER WS HE
Immo EORIZOIALLT AS
WELL AS VERTICALLY OBSERVIDG
THE ALLOWABLE &FAN§.
SECTION 0• .
2-112" 1_1/2°
• �� - 24° c/c 24" c/c
SECTION DAD
SECTION
- - .055 ALOE.
TYPICAL
N
N
JALCO STORM PANEL
I NoTEt tip WEB IS
DER THAN 3
USE ANCHOR I1 was
ONLY.
WHEN NEE I3 LESS
- I THAN 3 Usi
ANCHOR IN LEG OILY
alliaLgannat
LIVE LOADS ARE IN ACCCEDANCE WITH SECTION 2306.2 IN
THE SOME FLORIDA WELDING CODE.
TEST LOAD ....... . ... 1.5 TINGES LIVE LOAD
3 TIERS LIVE LOAD
CONNIDT'IONS:
L/FI.EC IDES • th SECONDARY =IBM slcoNmAolg+s
RECOVERY FROM TEST LOAD
ALUMII'9Y ALIOS OF C0.0'0NHfTS
SSOCIATION
* NAY BE GALVANIZED OR STAINLESS STEEL
GENERAL NOTES:
1) THI3 DER HAS DESIGNED IN ACCOP.DANCE WITH THE
LETROFOLITANI DALE COUNTY BUILDING & ZONINfG DEPT.
POLICY, DATED JULY 20, 1962. BASED ON THE SOUTH
FLORIDA BUILDING CODE.
2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A 31313UI
TRICKINESS OP .
3) 18 GAGE STEEL SECTIONS CAN REPLACE THE .055
£.W11NO1 EXTRUSIONS
)I) PRINTS ARE VALID FOR BUILDING DEPLRTNERL PURPOSES
ONLY AMEN SIGNED BY THE E110111 R OVER HIS 31AL,
5) WHEN SPAN EXCEEDS 6 P.U. :H RUST BE BOLTED TOGETHER
AT 1IDBPAN 12" ON CENTERS.
JALCO, INC.
745 N.NL 54th STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GAGLNs FLORIDA
1 wm Ho.
DATE 7 AZ IowAwul7CIo•aw F.FICRfc. AWI n... wo.
A T Sal ONION. PROCEEDING PA INNIENNIONS IR 1 87 1 or 1