308 NE 96 St (7)MDAM9 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.
• `yy// d�
Owner'6 Nante and Addfos . /.! X14..,:. fox /9, 9M , Y: :,.l ,". ..... ,- ,„ N 011.211121:% Str t� f':. .`
Location and legal description of lot to be built on:
Loth` '3 4 J Block 1 /�
Street and Number where work is to be done 3 '_
State work to be d and purpose of building (by floors)
r o! ./ _ c!2_!� Pegg n/e 7c v-- '
Subdivision
Date... 2�.../. 7 2
Repairs
6 S /125
Registered Atchireet and /or Engineer C --- ; 1_ 1 n 5 / T/•t Q -1
�-
Name and address of licensed contractor lam/ v 2 •/ CA (Y E / P✓ /H t C.2
i3o2jC 0
_.... - ...- -..... _..._..._
pile) c
.5" / _c_e - -- rte°!,, - � �- -,,,- �
C [ i a A/ �-, � 4/� �-Q /0 . !.Lee& .__.._._
and for no other purpose.
New Building Remodeling Addition. A, No. of Stories
To be constructed of Iry Kind of foundation Roof Covering
Estimated Total cost of improvements $ `f Amount of Permit
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live loi.: to be borne by each floor
I hereby su mit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to_.. .......... 4/ /1,1.-//V Co ! oe / 2 Y .5"
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as .9en C
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent 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 performed under this
pennit, as are licensed by Miami Shores Village.
Remarks (Signed)
Date
Building Inspector
a
Read, Sworn to and Subscribed before me.
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
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 c � 1 Date `` 7
Disapproved
(Signed)
Notary Public, State of Florida
My Commission Expires
PLAN ).l "(G BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of 01.00 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
z
HEADER
VALANCE
STORM LOCK
SEE DETAIL
AWNING CLOSED
a
_.— HEADER HINGE
CAMEL BACK
AWNING PROJECTED
HEADER ANCHORS 1HALL BE LOCATED AS SHOWN EXCEPT AWNINGS WITH PROJECTIONS
GREATER THAN 56 SHALL HAVE 2- ANCHORS AT ENDS 9 AT STIFFENERS, SEE ANCHOR SCHEDULE
16"MAX.
I� Al
TYPE I WITHOUT STIFFENERS TYPE It WITH ST IFFENERS
PLAN OF AWNING
L
x.050 ALUM.EXTRUSIONS
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HEADER HINGE DETAIL
A
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VALANCE ARIES
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SUPPORT ARM
B SCREWS
.090. BR CKET IV8 "WID
I (OP710N • L)
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I- ANCHOR, SEE ANCHOR
SCHEDULE
MULLION .05.'MIN. -4 i__, '1
- -r
- i y �
1 ` - : 8 -32 BOLTS
I ` 2- ANCHORS, EACH CAMEL BACK,
I SEE ANCHOR SCHEDULE
7/8" O.D. TUBE .049" WALL
) /4" BOLT
3/4" 0.D. TUBE .049" WALL
CAMEL BACK .080" FOLDED PL.
-1/4" DIA. PIN
Ill - -
VALANCE
.050"
L - 3 I/2" X 2 V2"X .090 "X 11 /4 "LG.
STORM LOCK DETAIL
AWNING CLOSED
SIMILAR FOR ITEM " D "
4 ° LG. PURLIN 2.10 -32 BOLTS
= V A LANCE -
SECTION 'X -X'
5/8
11
_
A
Lit
STIFFENER --„\
- - *' 4SM SCREW
2
O
ARM
0
1/4" DIA. BOLTS
- -10 -32 BOLTS
PURLI NS/
STIFFENERS .050"--
I/4 BOLTS -_
DETAIL OF ROLLED
ROOF SLAT
5/8 "SO. BUTT SEAM TUBE
.040 "WALL
® L- 17( 1 °X I/8
5/16" 11/8"
cis 8 SHEET METAL SCREW EA.SLAT
--- •11
PROJECTION 44" LENGTH 46" TYPE -I
A B C D E F G
46134" 16 - - - USE
PROJECTION 56" LENGTH 46 TYPE - I
46"I 6'1 2 "1 - E 1 F IUSEI — -- —
PROJECTION 63" LENGTH 46" = TYPE - I
6 " � 3 6° L
D E F _US -
PROJECTION 63 LENGTH 164 TYPE -II
A B C D E F G
41" 53 22 * USE D
_
ALL AWNING SIZES SHOWN ABOVE ARE MAX. LESSER =
SIZES MAY BE USED.
THE HURR -I -CANE BELLE AIR AWNING WAS DESIGNED AND
TESTED IN ACCORDANCE WITH THE METROPOLITAN
DADE COUNTY BUILDING AND ZONING DEPARTMENT
POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS,
DATED OCT. 10,1960. BASED ON SO. FLA.BLDG.CODE.
*AWNINGS WITH LENGTHS GREATER THAN 46"
SHALL HAVE INTERIOR STIFFENERS,WITH ARMS,
SPACED NOT GREATER THAN 41" C.C.
AWNING ARMS MAY BE MOUNTED OVERHEAD USING
SAME FITTINGS AND DIMENSIONS.
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 3003 -1116
CAMEL BACKS 3003 -H18
VALANCE B STIFFENERS 3003 -H14
SUPPORT ARMS 3003 -1118
HEADER EXTRUSIONS 6063 -T5
PURLINS 3003 -H28
STORM LOCK CLIP 3003 -H14
CONCRETE
3/16" X 1 1/4"
DIAMOND
HAMMER DRIVE
NAILS
11-67
DATE
NO
CNANEE SCREWIISLAT
ANCHOR SCHEDULE
HOLLOW CONC. BLK.
ACK VMAN JOHNSON
1/4 -20 LONG
4 WING TOGGLE
SCREW ANCHOR.
WOOD
NO. 10 -1 I /2 "LG
WOOD SCREW
TEE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS:
HURR- I-CANE AWNING SHUTTER CO., INC. CERTIFIES THAT
THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRO-
DUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION.
THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL
DURING A HURRICANE WARNING OR ALERT.
8 E2
8 -G2
DATE
n90.Gx Puf'4l1ITYOE
CHANCOPURLINS ro 5
REVISION
HURR I-CANE AWNING SHUTTER CO. INC.
1001 EAST 24TH STREET
HIALEAH, FLORIDA
CARR SMITH a ASSOCIATES
627 N.W. 27th AVE. MIAMI , FLORIDA
C O N S U L T I N G 0 N S U L T I N G E N G IN E E R S
1 " I 12" C.C. DATE 12-601""" F.4""" 7G GS. FILE NO. SEW' NO.
19/I6" CONTRACTOR SMALL VERIFY ALL OI NVESIONS I
AT SITE BEFORE PROCEEDING WITH WORK 60104 -C 1 I OF
SECTION 'Y -Y'
BELLE AIR •
AWNING CLOSED
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AWNING PROJECTED
N
HEADER
o
VALANCE F,
ace T J d
0,
K
STORM LOCK
DETAI L
.-.-- HEADER HINGE
J
CAMEL BACK
2 I/2"
HEADER HINGE DETAIL
HEADER ANCHORS HALL BE LOCATED AS SHOWN EXCEPT AWNINGS WITH PROJECTIONS
GREATER THAN 56 SHALL HAVE 2- ANCHORS AT ENDS a AT STIFFENERS, SEE ANCHOR SCHEDULE
16"MAX.
E ESP A F.13 N E
• REVD NEAR E R 4
A - -i
TYPE I WITHOUT STIFFENERS
VALANCE
SUPPORT ARM
m I 0 ._ _
MULLION.055' MI N.-4 1 _\
3 /4"DIA '
11/8 8 -32 BOLTS
I- EA. SLAT
:050 ALUM.EXTRUSIONS
1 /2"
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v
,.,�' i
5=1
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s
W W ..yi a o - 1P il
OOP I4 " URLI NS' C.C.MAX.
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m 1 1 I I
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i ; ' 1- i t t 1
:VARIES
CKET SCREWS .
J 1 .090,,BR.
1r (OPTION
- %`'8 -32 BOLTS
2- ANCHORS, EACH CAMEL BACK,
SEE ANCHOR SCHEDULE
-I- ANCHOR, SEE ANCHOR
SCHEDULE
VALANCE
.050
4 "LG.PURLIN 2,10 -32 BOLTS
I
;III �JI
t;l
U •
TYPE II WITH STIFFENERS
PLAN OF AWNING
VALANCE
14" TYP,
5 jg
FEVER ft ARM
W
I
L
J_
A
STIFFENER
1/4" DIA. BOLTS
7/8" 0.D. TUBE .049" WALL
•-•1/4" BOLT
- 3/4 "0.D. TUBE .049" WALL
CAMEL BACK .080" FOLDED PL.
I/4" DIA. PIN
O D L- 1"( I " X I/8"
SECTION I X -X'
Ee:
R `
w���I /4" BOLTS
L- 3 I /2" X 2 V2 "X.090 "X I V4 "LG.
STORM LOCK DETAIL
AWNING CLOSED - - W a. SM SCREW
SIMILAR FOR ITEM " D"
T
10 -32 BOLTS
STIFFENERS .050
SECTION 'Y-Y'
DETAIL OF ROLLED
ROOF SLAT
5 /8 "SQ. BUTT SEAM TUBE
.040 "WALL
f 4F 8 SHEET METAL SCREW EA.SLAT
\ -- a. Ana, .11 _.41111■--
PROJECTION 44" LENGTH 46" TYPE - I
A B C D E F G
46"34 16- - USE
PROJECTION 56" LENGTH 46" TYPE - I
46"� 6" 2 "IDLE F USEL -
PROJECTION 63" LENGTH 46 TYPE -I
4653 }26" D E FTUS
E _ _ -
PROJECTION 63' LENGTH 164" TYPE -IC
41 "53" 22"I USE E $ IUSE -- — - -- _
ALL AWNING SIZES SHOWN ABOVE ARE MAX. LESSER
SIZES MAY BE USED.
THE HURR -I -CANE BELLE AIR AWNING WAS DESIGNED AND
TESTED IN ACCORDANCE WITH THE METROPOLITAN
DADE COUNTY BUILDING AND ZONING DEPARTMENT
POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS,
DATED OCT.10,1960. BASED ON SO. FLA. BLDG. CODE.
* AWNINGS WITH LENGTHS GREATER THAN 46"
SHALL HAVE INTERIOR STIFFENERS,WITH ARMS,
SPACED NOT GREATER THAN 41" C.C.
AWNING ARMS MAY BE MOUNTED OVERHEAD USING
SAME FITTINGS AND DIMENSIONS.
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 3003 -H16
CAMEL BACKS 3003 -HI8
VALANCE 8 STIFFENERS 3003 -H14
SUPPORT ARMS 3003 -H18
HEADER EXTRUSIONS 6063 -T5
PURLINS 3003 -H28
STORM LOCK CLIP 3003 -1114
3/I6" X 11/4"
DIAMOND
HAMMER DRIVE
NAILS
u•u
ATE
CONCRETE
NO
ANCHOR SCHEDULE
HOLLOW CONC. BLK.
ACKF�RMANJOHNSON
1/4 -20 'LONG
4 WING TOGGLE
SCREW ANCHOR.
OATE
WOOD
NO. 10-11/2'1G
WOOD SCREW
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALT, AWNINGS:
EORR- I-CANE AWNING SHOWER CO., INC. CERTIFIES THAT
THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRO—
DUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION.
THIS AWNING MUST BE CLOSED AND SECURED TO TEE WALL
DURING A HURRICANE WARNING OR ALERT.
♦PO.G xT ?A P ✓Rw! /7Y'E'
9 —si
8-62
CHAN44A PVRLINS TO 8.* - A2,
REVISION
HURR-I•CANE AWNING SHUTTER CO. INC.
1001 EAST 24TH STREET
HIALEAH, FLORIDA
CARR SMITH a ASSOCIATES
627 N.W. 27th AVE. M I A M I, F L 0 R 1 0 A
- '1*B SM. SCREWS` C O N S U L T I N G E N G I N E E R S
aTE ORAIRN DESIGN CNECR
1 9/16 12 C.C. !ATE so� F.w T c� as
CONTRACTOR SNALL VE NI FT ALL DI YEMSIONS
AT SIT! BEFORE PROCEEDING WITH MORN ""104 -r1 1 OF I
•
.BELLE AIR