1170 NE 102 St (13)Permit No 1 °
Disappro
mss`.
(Signed) t i
MIAMI SHORES VILLAGE
Date
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.
Date PI « • , 19
Owner's Name and Address ________ lj '_ /____VV_ .(Yi` �_____ /— No._111___ Street / 1 Q /
Registered Architect and /or Engineer
Name and address of licensed contractor__d_.LL_2 / `- J__ _/11�� _ ( 'l r , ' - r � A � M � ,
Location and al description of lot to be built on:
',5 ().(' i »i °
Block Subdivision_
Street and Number where work is to be done___ f _2 _ ___1' _ ,__ - i 7 _ ' .Q_.___1�
State work to be done and ur (by floors �_ °r " �� l; ��
p w ose of building ( Y ) -- -- ri --1 � ,
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 $ __- _Amount of Permit $
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 referencg to the building and its construction may
be sent to
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, 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
permit, as are licensed by Miami Shores Village. - 7
Remarks ( Signed)_ y
�s z/
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.
C)
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
e
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman 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.
Unit
No.
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TOTAL AMOUNT
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DEPOSIT (IA Min. Required) _,
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BAL. DUE C.O.D. Pay Installer
Installatio 'mated to begin
to weeks from date
in approximately
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of receipt of deposi is
you will be contacted to
date. •
is only timated date and
schedule the actual installation
.<Ir. 'F)0
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CUSTOMER NAME ( .
BILLING AD R S � •
at ► �
TELEPHONE
OTHER PHONE
We propo he following:
Total openings o be covered (multiple count as one). Units are numbered from left to right from;.las 4 Outside J ' •
Filler Panel(s) to be located in s:ctio Loutside N and No. - and Nn None'' at
Shutter(s) to be instelte.. m Ly _ , I•, T r
• C
Special.Instructions: SE
Electrical hook -up inoluded in this price? Ly NO ❑ ; •t, _
) N INSTALLATION. In those cases where electrical hook-up is to be performed by Rolladen
(10 %) of the cbntract amount may be retained pending completion of same.. .
9lrhnr!IAH"
❑ (If NO fill in Owner's name and address
r ;) eiebt9''Us_1 .t
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owned by Purchaser ,4 and descried
I+.9111eHU -r.�Utl
,u_I ,tom hog-Mule
TO ADDITIONAL TERMS ON REVERSE SIDE obnshO*
Si p'udaisfe9 ,42
YERS RIGHT TO CANCEL" s'a•risT
"This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement
by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you•do
not want the goods or services and must be delivered or postmarked before midnight of the third business day
after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash •
TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE LJV
or its authorized sub - contractor, a maximum of ten percent
• , .:e, • A.
FLOOR OF BUILDING -1
Is "high- work" required? I NO O>
Ile on the pr ' 8`situa
Sub Division. / r
CbNTRACT SUBJECT
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Rear
Indicate by number
counter clockwise
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be ins
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downpayment."
EXECUTED IN SIXs S, ONE CO
BY BUYE' j HIS i D ;Y OF
(Sa esma
Accepted & JApprov
7
ROLLADEN INCORPORATED
GRDER I'
JOB ADDRESS
PROPERTY OWNER
OWNER OF PROPERT
in space provided at top
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IVERED TO, AND RECEIPT IS HEREBY ACKNOWLED ED
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Date: \ ML Zq, g q q (
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/0050 N.E- a, AVQ.
'71/1; S1n_o-Ye_s F1 3313'
Dear City Official,
We are the Dade County Notice of Acceptance holder for the following products:
"A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06.
Extruded Aluminum Roll -up Shutter under number 94- 0818.05.
Extruded Aluminum Storm Panels under number 94- 0802.05.
18 ga. Galvanized Steel Storm Panels under number 95- 0120.02.
Aluminum Hinged Colonial Shutter under number 95- 0908.04.
This letter authorizes Emilio Cuzan to use any of the following:
" A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06.
Extruded Aluminum Roll -up Shutter under number 94- 0818.05.
Extruded Aluminum Storm Panels under number 94- 0802.05.
18 ga. Galvanized Steel Storm Panels under number 95- 0120.02.
Aluminum Hinged Colonial Shutter under number 95- 0908.04.
at the following job: cJ4 Job Owner's Name: a' e D W c w
Job Address: � C Q f C, 1Of6( V li I
X1 31XJ trS ( fl. 3313E
William Devore
Vice President
rolladenl-
550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009
Shutter Product Approval Authorization Form
Hallandale: (305) 454 -4114
Dade: (305) 757 -8591
Broward: (305) 525 -3466
Palm Beach: (407) 686 - 6277
Fax: (305) 454 -1577
MCTRO.OAOE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Rolladen, Inc.
550 Ansin Boulevard
Hallandale
FL 33009
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING COOE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
FAX (305) 375 -2908
INTERNET: mdcc01@shadow.net
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372 -6339
Your application for Product Approval of:
#1116 Extruded Aluminum Roll Shutter
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Drawing No. 95 -12 Sheets 1 thru 21 of 21. (For listing, see Section 8
of this Notice of Acceptance)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:95- 0303.01
Expires:06 /06/99
Approved: 06/06/96
guez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Director
Building Code Compliance Dcpt.
Metropolitan Dade County
Ro laden. Inc. ACCEPTANCE NO.: 95 - 0303.01
APPROVED : JUN 0 6 1996
EXPIRES : JUN 0 6 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1
This approves an extruded aluminum roll -up shutter designed to comply with the South Florida
Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements,
as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not
exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3.
2. MATERIAL CHARACTERISTICS
2.1 Slats: The slats shall be extruded as indicated on approved drawing No. 95 -12 Sheet 1 of 21, using
aluminum alloy 6063 -T6. This slat configuration, (RON -3 Slat - Part #1116) Die Dwg. No.
RON -3, has a total width of 2.582 ", a max. depth of .562" and a typical wall thickness of .050 ",
with or without slots .150" wide x .785" long spaced 2" o.c. apart on the hook side of the slat. For
maximum slat length and Design Pressure rating, see "Slat Performance Chart" on Sheet 1 of 21.
2.2 Storm Bars; Provides the two and three span options, spans vertically from floor to ceiling
(exterior storm bar) or from floor to header or tcp support (interior storm bar); where the width of a
window opening exceeds the maximum single span of the slats, intermediate support(s) shall be
provided by double storm bars permanently installed, permitting the slats to resist both inward and
outward pressures. Consist of extruded tubes of aluminum alloy 6063 -T6, tube sizes are:
(RON -24) .899" x 2.017" x .062 "; (RON -24) .899" x 2.017" x .062" with Aluminum Insert stiffener
(RON -23) .750" x 1.734 "; (RON -57) .875" x 2.75" x .062 "; (RON -56) .875" x 3.75" x .078 "; (Part
#1022) 2" x 2" x 1/8"; (Part #1024) 2" x 3" x 1/8"; (Part #1023) 2" x 4" x 1/8"; (Part #1023) 2" x 4"
x 1/8" with 1 5/8" x 3 5/8" 12 ga. galv. steel stiffener channel; (Part #1026) 2" x 6" x 1/8" and (Part
#1026) 2" x 6" x 1/8" with 1 5/8" x 5 5/3" 12 ga. gaiv. steel stiffener channel . For maximum storm
bar length and Design Pressure rating, see "Storm Bar Loading Charts" on Sheets 16 thru 20 of 21.
2.3 Header (Top Support): Provides structural top support for interior storm bars on two and three
span applications, spans the shutter width horizontally from wall to wall, wall to post or post to
post. Consists of an extruded tube of aluminum alloy 6063 -T6, tube sizes are: (Part #1024) 2" x 3"
x 1/8 "; (Part #1023) 2" x 4" x 1/8 "; (Part #1026) 2" x 6" ;: 1/8" and (Part #1026) 2" x 6" x 1/8"
with 1 5/8" x 5 5/8" 12 ga. galv. steel stiffener channel. For maximum top support length (shutter
height) and Design Pressure rating, see "Top Support Loading Charts" on Sheets 14 and 15 of 21.
2.4 Mullions (post); Provides structural end support for single and multiple span applications, spans
the shutter height vertically from floor to ceiling. Consist of extruded tubes of aluminum alloy
6063 -T6, tube sizes are: (Part #1022) 2" x 2" x 1/8"; (Part #1024) 2" x 3" x 1/8"; (Part #1023) 2" x
4" x 1/8 "; (Part #1023) 2" x 4" x 1/8" with 1 5/8" x 3 5/8" 12 ga. galv. steel stiffener channel; (Part
#1026) 2" x 6" x 1/8" and (Part #1026) 2" x 6" x 1/8" with 1 5/8" 5 5 ' " 12 ga. galv. steel
stiffener channel. For maximum post length (shutter height) an' ' e si _. Pressure rating, see "Post
Loading Charts" on Sheets 8 thru 13 of 21.
2
1
O'.. L. Blanco, P.E. - Plans Examiner II
Product Control Division
Slat
Span
REQUIRED MINIMUM SEPARATION FROM GLASS ...
Below 30 feet above grade
Above 30 feet above grade
Single span
Mul .iple span
Single span
I Multiple span
up to 56"
3- 11/32"
3- 11/32"
SEE COMPARATIVE ANALYSIS FOR
DEFLECTION CALCULATIONS
SHEET. 2 AND 21 OF 21, DRAWING
NO. l 2.
>56" to 64"
4"
.. 4"
>64" to 90"
4-1/4"
4-1/4"
ACCEPTANCE NO.: 95- 0303.01
APPROVED
EXPIRES
: JUN 0 6 1996
JUN 0 6 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
2.5 Side Rails (Tracks): Provide lateral support for slats, run vertically and are anchored directly to
the wall, on the wall mounting option, or thru a 2" x 2" x 1/8" aluminum tube on the inside mount
option. Consists of extruded shapes of aluminum alloy 6063 -T6, sizes are: (RON -72 Track Part
#1071) 2.000" x 1.074" x .090 "/.100" wall thickness with a straight leg and (RON -73 Track Part
#1070) 2.000" x 1.074" x .090 "/.100" wall thickness with a perpendicular leg, as shown on Sheet 1
of 13.
2.6 Reel Box: Consists of two adjustable mounting plates mounted thru a wall bracket to a
rectangular tube and anchored to the wall or to a mullion or post. It supports the shaft housing, the
extruded aluminum roller tube that hold the slats. This box contains covers in the front, bottom and
top; a 2" x 5" x 1/8" aluminum angle is used at the top front (impact side) on inside mount
installations.
2.7 Components shall be aluminum alloys 6063 -T6, Floor Shoe Part #1058 1" x 1 3/4" x 1" x 1/8"
channel, and the following alum. angles: Part #1031-1" x 1" x 1/16", Part #1029-1" x 2" x 1/8",
Part #1051 -2" x 2" 1 /8 ", Part #5012 -2" x 2" x . 1/8 ", Part #5013 -2" x 4" x 1/8 ", Part #5014 -2" x 5" x
1/8 ".
2.8 Tested specimen:
Dimensions:
2.8.1 56" wide x
2.8.2 56" wide x
2.8.3 44" wide x
2.8.4 88" wide x
2.8.5 72" wide x
2.8.6 88" wide x
2.8.7 90" wide x
2.8.8 88" wide x
One 4' -0" span specimen for impact .
4' -0" span for static load.
3' -8" span for static load.
8' -0" span for static load.
3 specimens for impact.
8' -0" span for impact.
8' -0" span for impact.
5' -9" span for impact.
3. LIMITATIONS
3.1 The design will be dependent on the Slat Span (Shutter Width)/Design Load condition
corresponding to the Slat Performance Chan .,n Sheet 1, for Single Span, Two Spy or Three
Spam application, to be installed only as outlined on drawing No. 95 -12 Sheets 1 thru 21 of 21.
3.2 Minimum separation.,
79.5 "" high
79.5 "" high
84" high
95 1/2" high
86" high
95 1/2" high
63" high
64" high
- 2a -
Or1 't Blanco, P.E. - Plans Examiner II
Product Control Division
Rolladen. Inc, ACCEPTANCE NO.: 95- 0303.01
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3.3 Minimum slat engagement inside of side track shall be 1 1/2 ".
3.4 Slat Orientation; Concave side or convex side to the exterior.
3.5 Special Requirement: Each Unit shall be individually designed using the "Roll Shutter Overall
Deflection Calculation Sheet" Sheet 21 of 21 and "Header/Mullion Details" Sheet 5 of 21 for
positive and negative loads.
4. INSTALLATION
4.1 The roll -up shutters shall be installed in the following conditions:
4.1.1 Wall Mount
The Side Tracks (Part # RON -72 Track) are directly anchored to the wall or intermediate mullion;
the Reel Box is also anchored to the wall or intermediate mullion thru a 1" x 2" x 1/8" x 11" long
tube, as shown in Section "Single Span Track on Wall" on Dwg. No. 95 -12, Sheet 2 of 21.
4.1.2 Built Out Condition
In this mounting condition the Side Tracks (Part # RON -73 Track) are fastened, using #14 x 3/4"
SMS spaced at 6" or 12" o.c., to (5 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum angles or intermediate
mullion(s) that are anchored to the wall and provide the build out, the Reel Box is also fastened
using 2 #14 x 3/4" SMS to the same angles but thru a 2" x 2" x 1/8" aluminum tube or to an
intermediate mullion, as shown in Sections "Single Span with Built Out ", "Multiple Span Section"
and "Multiple Span Plan" on Dwg. No. 95 -12, Sheets 2 and 4 of 21.
4.1.3 Inside Mount
In this mounting condition the Side Tracks (Part # RON -73 Track) are fastened, using #14 x 3/4"
SMS spaced at 6" or 12" o.c., to (6 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum tubes that are anchored to
the wall inside the opening or intermediate mullion(s) anchored inside the opening; and the Reel
Box is anchored directly to the underside of a poured concrete lintel, as shown in Sections "Single
Span Split Shutter W/Mullion" and "Inside/Outside Storm Bar Mullion to Floor Anchor Detail" on
Dwg. No. 95 -12 Sheets 2 and 6 of 21.
4.1.4 Any combination of the above
4.2 Anchorage o; :lie shutters shall be to concrete, masonry and/or wood framing and shall consist of
only the anchors specified on drawing No. 95 -12, Sheets 1 thru 21 of 21. Substitution of anchor
type or indicated embedment is unacceptable and are to be engineered separately.
Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not
considered compatible shall be properly protected.
4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in
use, must be protected against corrosion, contamination and • . c• at all time.
4.4 The shutters shall be provided with adequate locking devices fo g the shutters in the closed
position during a hurricane warning.
- 2b -
APPROVED
EXPIRES
JUN 0 6 1996
JUN 0 6 laag
O'"' o L. Blanco, P.E. - Plans Examiner II
Product Control Division
v
Rolladen. Inc. ACCEPTANCE NO.: 95- 0303.01
- 2c -
APPROVED : JUN 0 6 1996
EXPIRES : JUN 0 6 19 9 9
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.5 The mechanism for operating the shutter, not included in this present approval shall be certified by
a recognized testing agency.
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Completely dimensioned drawing showing size and location, including height above grade,
of openings to receive shutters; mean roof height, length and width of building.
6.1.3 Duplicate prints of approved drawings No. 95 -12, Sheets 1 thru 21 of 21, bearing the ..
approval stamp, Notice of Acceptance number and date by Dade County Product Control
Section, clearly marked to show the components selected for the proposed installation.
6.2 The Building Official shall verify the figures used in calculating the overall deflections in sheet 13,
header connection to mullions and ensure the adequacy of shutter to meet the pressure requirement
of the opening in which it is to be installed.
Blanco, P.E. - Plans Examiner II
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (72" span)
SATISFACTORY
HETI -94 -139
Max..
1.00"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (72" span)
+69 PSF
HETI -94 -139
+53.1 PSF
HETI -94 -139
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (72" span)
-91 PSF
HETI -94 -139
-70.0 PSF
HETI- 94-139
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (64" span)
+105 PSF
1 HETI -94 -123
+70 PSF
HETI -94 -123
@ Design
2.00"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (64" span)
-105 PSF
HETI -94 -123
-70 PSF
HETI -94 -123
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (53" span)
+282 PSF
HETI -94 -250
+188 PSF
HETI -94 -250
@ Design
1.72"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (53" span)
-242 PSF
HETI -94 -250
-161 PSF
HETI -94 -250
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (88" span)
+83 PSF
HETI -94 -297
+55.3 PSF
HETI -94 -297
@ Design
.2.00"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (88" span)
-83 PSF
HETI -94 -297
-55.3 PSF
HETI -94 -297
LARGE MISSILE IMPACT TEST
SFBC PA 20 ? -94 (88" span)
SATISFACTORY
HETI- 94 -297i
Max..
3.43"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (44" span) _
+325 PSF
HETI - 94-308
+216.6 PSF
HETI -94 -308
@ Design
1.27"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (44" span)
-325 PSF
HETI -94 -308
-216.6 PSF.
HETI - 94-308
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 (with slots) POSITIVE (54" span)
, +282 PSF
HETI - 94-325
+188.0 PSF
HETI - 94-325
@ Design
0.562"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 (with slots) NEGATIVE (54" span)
-282 PSF
HETI -94 -325
-188.0 PSF
HETI - 94-325
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (with slots) (54" span)
SATISFACTORY
HETI- 94 -325i
Max..
2.74"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (68" span)
SATISFACTORY
HETI - 95-461
Max..
2.875"
_,
1
RESULTS:
- 2d -
ACCEPTANCE NO.: 95- 0303.01
APPROVED : JUN 0 6 1996
EXPIRES : JUN 0 6 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
Orlan ' • L. Blanco, P.E. - Plans Examiner 11
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (90" span)
SATISFACTORY
HETI- 96-524
Max..
4.25"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (69 -1/2 "span)
SATISFACTORY
HETI - 96-524
Max..
4.00"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (56 "span)
SATISFACTORY
HETI- 94-280
-
Max..
3.35"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (56" span)
-137.0 PSF
HETI -94 -280
-105.4 PSF
HETI - 94-280
_
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (56" span)
-134.0 PSF
HETI -94 -280
-103.0 PSF
HETI - 94-280
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (53" span)
-242 PSF
HETI -94 -250
-161 PSF
HETI - 94-250
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (88" span)
+83 PSF
HETI - 94-297
+55.3 PSF
HETI -94 -297
(a) Design
2.00"
DESIGN PRESSURE RATING:
For Comparative Analysis Results See;
Slat Performance Chart — Sheet 1 of 21
Storm Bar Loading Chart — Sheets 16 thru 21 of 21
Header Loading Chart — Sheets 14 & 15 of 21
Post Loading Chart — Sheets 8 thru 13 of 21
For each specific application determine:
"Roll Shutter Overall Deflection" on Sheet 21 of 21.
Total Deflection shall be <Ls/30 for Neg. Load
and <Ls/30 or 2" (whichever is less) for Pos. Load.
Calculations must be performed for each unit.
Tr
Rolladen. Inc,
7. TESTS PERFORMED (Cont.)
TESTS:
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
RESULTS:
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (64"
span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -123, dated May
24, 1994, signed and sealed by Arshad Vigar, P.E.
8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of extruded
aluminum roll -up shutters (72" span), prepared by Hurricane Engineering & Testing, Inc., Report
No. HETI -94 -139, dated June 09, 1994, signed and sealed by Arshad Vigar P.E.
8.1.3 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (53"
span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -250, dated Aug.
12, 1994, signed and sealed by Hector M. Medina, P.E.
-2e-
ACCEPTANCE NO.: 95 -0303.01
APPROVED : JUN 0 6 1996
EXPIRES : JUN 0 6 1999
Or1an iL!Blanco, P.E. - Plans Examiner II
Product Control Division
Rolladen. Inc, ACCEPTANCE NO.: 95- 0303,01
-2f-
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Product Control Division
JUN 0 6 1996
JUN 06 1999
8.1.4 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (88"
span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -297, dated Sept.
16, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.5 Test report on Large Missile Impact Test of out -roll and in -roll extruded aluminum roll -up
shutters (88" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -297i,
dated Sept. 16, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.6 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (44"
span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -308, dated Sept.
22, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.7 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters
#1117 slats with slots (54" span), prepared by Hurricane Engineering & Testing, Inc., Report No.
HETI -94 -325, dated Oct. 04, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.8 Test report on Large Missile Impact Test of out -roll and in -roll extruded aluminum roll -up
shutters 1117 slats with slots (54" span), prepared by Hurricane Engineering & Testing, Inc.,
Report No. HETI- 94 -325i, dated Oct. 05, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.9 Test report on Large Missile Impact Test of extruded aluminum roll -up shutters (68" span),
prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -461, dated June 22, 1995,
signed and sealed by Hector M. Medina, P.E
8.1.10 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters
#1116 slats with slots (56" span), prepared by Hurricane Engineering & Testing, Inc., Report No.
HETI -94 -286, dated Sept. 6, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.11 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of extruded
aluminum roll -up shutters (56" span), prepared by Hurricane Engineering & Testing, Inc., Report
No. HETI -94 -280, dated August 30, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.12 Test report on Large Missile Impact Test of extruded aluminum roll -up shutters (69 -1/2" &
90" spans), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -524, dated
Jan. 31, 1996, signed and sealed by Hector M. Medina, P.E
8.2 Drawing:
8.2.1 Drawing No. 95 -12 Roll Shutter Detail, Sheets 1 thru 21 of 21, prepared by Al- Farooq
Corporation, dated 02/27/95, rev. "B" on 04/17/96, signed and sealed by Humayoun Farooq, P.E.
8.3 Material certification:
8.3.1 Mill Certification of Chemical Composition and Physical Properties prepared by The
William Bonnell Co. Inc., Die Dwg. No. RON -3, dated 09/13/94 for Aluminum Alloy 6063 -T6
8.3.2 Tensile Test Report No. HETI- 94-T31 prepared by Hurricane Engineering & Testing, Inc.
dated 10/12/94, signed and sealed by Hector M. Medina, P.E
8.4 Calculations:
8.4.1 Rational Analysis and Anchor Calculations , 246 pages,, �►- . i 3/02/95, prepared by
Al- Farooq Corporation, signed and sealed by Humayoun Faro
Orlan• o . Blanco, P.E. - Plans Examiner II
Rolladen. Inc. ACCEPTANCE NO.: 95 - 0303.01
APPROVED : JUN 0 6 1996
EXPIRES : JUN 0 6 1Q9
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documents, including test supporting data, engineering documents, are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of
this Acceptance.
3. Renewals of Acceptance will not be considered if: •
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted,
is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause
for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision
application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes.
6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date
may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be
done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2(f) and this last page 3.
Items 10.11 & 12 listed below only apply to Maud products and doors
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing
of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no
case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion
or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one teste with the unit. No wood
or plastic shields or pins shall be used for anchoring.
12. Hardware for all windows and doors shall conform to Security and Forced En
Florida Building Code.
on, Chapter 36 of the South
OrI • • o Blanco, P.E. - Plans Examiner II
Product Control Division
END OF THIS ACCEPTANCE
-3-
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of tru plans and specifications herewith submitted for the build •
ins 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
plats and specifications must be kept at building during progress of the work.
Date - . _2 ._. __,. _ ,19,8
Owner's Name and Address .. ' R • (7 _ No. .. L.i.Z.q .. Street„r�' e'' / D 7,
C/9/e/Z $' et , .S' 6 c t•
Registered Architect and /or Engineer � .,:, .. ,• ,.«,•,•„I,,,<,S,, .. ... t •• -•
Name and address of licensed contactor /Y/ „�lrI IftNT /.6.i9r2 2' /9c. ,4,N6 S _ 4c ,2$ fr. /D Ci7 / el C�///-1, /eC •
Location and legal description of lot to be built on: � 3-g D l o
Lot S . Block 1.7C- Subdivision. L.. .2L2istt✓ES ...56 __ g.. ; ._._PL-v
Street and Number where work is to be done.//2 ?,..._it'. ' _.. 2 - ...S T
State work to be done and purpose of building (by floors) 1 //S i /} G .. / 4%9c-1./
/,uJir- /eV 6 She v i �
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation , Roof Covering
di o_ a o
Estimated Total cost of improvements $ ° a` Amount of Permit Si. A4` ,
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot 6'D K C.-
Maairnutn 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.. /7M"'r ... 1 A!T /L. d 4/C i1 s 'y45S' ' /o C..5 •• ! //i9Gt= AM e a
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as ,n t•utployer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
anti has complied w itlt 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 pultlic notice
or notices as arc required by the Act. The undersigned agrees to employ only such su actors, on work to be performed under' this
pertnit, 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
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.
�r
Permit No Q t I Date... , 2 gi Read, Sworn to and Subscribed before me.
Disapproved ....
(Signed)
Building Inspector
ate
Cnair:r an
\lar,bcr
Member ..
Council Approved Date
Notary Public, State of Florida
My Commission Expires .., ...._...,
PLANNING BOARD DATE
and for no other purpose.
to mf well known,
Member . ....
Member t
Member ._ ..
Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the l'I.,nnii.g Board.
A re.mspectiou fee of SI,00 will be charged when such re- inspection is made necessary by Improper notice for inspection or (laity
materials anti /or workmanship.
LEGAL
' LOT 5
BLOCK /7.6
SUBDIVISION m1414 S.WEC Sr e,B ,i V
AWNING SHUTTERS
REDWOOD
ALUMINUM .
STYLE
MAINLINER'
IMPERIAL
PRESIDENT
METROWING
METROLINE
PATIO
STORM PANELS
24 GA. STEEL
ALUMINUM
ALUMINUM
TYPE
UNITS
'
SLAT
PROJ.
X BEAM
Y BEAM'
ARMS
01 PIPE
P1LAS.
�5 7
/
C3
44C
4
e
3CF
T.
30 FT.
NAME C. 11.
M)14YCt =$
PLOT PLAN
GD
Cr
D — 2 7 DV
lot line.
2. me icato e
STREET
1. Draw outline of house in block and indicate distance to eac
-
�' • • - w• • '•
) EXECUTIVE OFFICES AND FACTORY
/ ,4i 5/44935 EAST 10th COURT
HIALEAH, FLORIDA
TELEPHONE (305) 885 -4672
ADDRESS / f 7d / � , (02-
3. On Patio installations show - location of septic tank and
distance from house.
WINO
FOLDED
STORM
LOCK ON
TYPE -72
HEADER t -. HEADER HINGE
STORM
LOCK
TYPES
— €---1"TYP . '
IMPERIAL PRESIDENT MAINLINER
AWNING CLOSED
SEE HEADER
ANCHOR NOTE
E DETAIL'Z'
CC ••■•...114
SECTION 'A -A'
L I V2 "X I I/2"X I/8 "ALUM.
2,18 X 1 I/4" SCREWS EA. HINGE
2'X 3 ^2TL. HINGE
2 -3/16 STL. RIVET
HEADER HINGE DETAIL
r » °» 11I h'.- WING 3/8 SPACE OPEN
REDWOOD SLAT
SCREWS
TYP. CAMEL BACK
AWNING OPEN
-32 BOLTS
.090 BRACKET 1 "WIDE (OPTIONAL/
WINDOW MULLION .055" MIN.
2- ANCHORS
SEE SCHEDULE
7/8"0.D
.049 WALL
V4" BOLT
3/4"O.Q. TUBE
.049 WALL
AMEL BACK, .080"
FOLDED PL.
4"DIA. PIN
5 "LG FOLDED PLATE
040 " WITH* 8
SCREWS
SUPPOI T ARM
1 -121 T0168 ".
2.169 TO 240"
CAMEL BACK
2- 10.32 BOLTS)
2 AWNINGS ONA
COMMON ARM
I /8'X V2" LG BRACE
STRAP WITH 1/4
BOLT TO 1 I /2 "L &
I -118 SCREW TO
3/4 "XI V4RED
TYPE I NO
TYPE)/ - ON
TYPE III- TWO
/ I I/4" X 3/4" REDWOOD
•8X
/ SC
REWS ON
Er �� i SIDE
ii
.032"
*
HEADER ANCHORS AND HINGES SHALL BE
LOCATED AS SHOWN, SEE ANCHOR SCHEDULE
5',1- ;- 2z rA
f * -3/8 DIA.
BOLT
•8X3/4 "SCREW
.064 "SIFFENER
2-121 T0168
3-169" TO 240"
3/4" SO REDWOOD
• 10 -2'4 BOLTS.
21/8"
TYPE I
TYPE IC
TYPE III
45" MAX.
84 "MAX.
120 MAX.
PLAN OF AWNING
2,7/8 "GALV. NAILS I7GUAGE E. SLAT
2 1/4
REDWOOD SLAT N0.9z112• W b
T .
• 8 SCREWS ON 7 "C.C. SCREW 1/
.- - -, -
2-O-I "X3/4 "X.050"
X2 /2 "LG. AT EA. HINGE
11 /4 "X 3/4" REDWOOD
NE -
) 111".
p
� o c 3 /4 "x5/8".o5c" SECTION'B-B'
- .� -''1 L 3I/2"X I"XI/8"X3/4"LG
2 ANCHORS - SEE SCHEDULE
DETAIL 'Z'
I V2 "X 2 "STL. HINGE
WITH 4•BX1
SCREWS
WING FOLDED -
-TYPE II ONLY
I- ANCHOR
SEE SCHEDULE
*AWNINGS WITH LENGTHS GREATER
THAN 120" SHALL HAVE NOSE AN-
CHOR, L-I " X I "X '8 "X 10" LG. (2 -)'4"
BOLTS). SEE DETAIL "2 AWNINGS
ON A COMMON ARMS
SECTION HAT PURLIN 'X' SECTION HAT PURLIN
J 1
( •A
R[Y LLD 11 ►"I•
5-72 r T t• `?
I -57 FF••.. 57
X
E 24 24" r 24 ",1
II 57 29 28"
II 72 24"
29 "
II 57
JORDAf*103
WITH I/ XII/2"
LAG SCREW OR
I � =7� Y •---1
SUPER GRIP I /4- SCREW . ANCHOR
20X11/2"- 18.8 S.S. BOLT ASSEMBLIES
3/16"X1 DIAMOND DRIVE NAIL
24" . 24"
29
PURUN LOCATIONS SHOWN MAY VARY 1" ±
STORM
LOCK
L 31 / / "XI"
XI /8 X3/4
LG. WITe
208X1
SCREWS
CONCRETE
HOLLOW CONC. BLK.
ANCHOR SCHEDULE
WOOD.
ALL AWNING DIMENSIOIJE SHOWN ARE MAX. LESSER
DIMENSIONS MAY BE USED.
THE CABANARAMA IND. IMPERIAL PRESIDENT AND
MAINLINER REDWOOD AWNINGS WERE DESIGNED
AND TESTED IN ACCORDANCE WITH THE
METROPOLITAN DADE COUNTY BUILDING AND
ZONING DEPARTMENT POLICY FOR PLANT PRO-
DUCED PREFABRICATED RIGID AWNINGS CANOPIES
AND CANOPY SHUTTERS DATED OCT.'10, 1960'
BASED ON SO. FLA. BLDG. CODE.
ALUMINUM ALLOY OF AWN ING COMPONENTS
HEADER & NOSE ANGLE 606375
HATPURLIN'X' 3003H14
HATPURLIN'Y' 606376e
WALL ANGLES 6 063 75
STORM LOCKS 6063 T5
BRACE STRAP 606375
STIFFENER 3003HI4
ARMS,CAMEL BACK & PIN 3003H18
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS
CABANARAMA INDUSTRIES CERTIFIES THAT T/49 ALLOY AND
MEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO
THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR
PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST {E
CLOSED AND SECURED TO THE WALL DURING A HURRICANE
WARNING OR ALERT.
ACKERMAN JOHNSON
I/4 -20 LONG'
4WING TOGGLE
NO. 10- I V2 G.
WOOD SCREW
OR I /4 "XI I/2"
LAG SCREW
AA. OA
1 944./IT'URLIN C,i..
TONY.. TO
CABANARAMA � ENDU STRI INC.
d MIAMI
435 E. IOth COURT HIALEAH, FLORIDA
SMITH - JOINER & ASSOCIATES
BSOO WCST FLAGLBR • MIAMI. FLORIDA
C O N S U L T I N O C N G I N E[ •R •
w.. F. W.1...,.. L 1 c.ccc C. II. ...... R.OF. _
ODHIIIACT02 MALL IMAM' ALL DrOAl01S
AT ITT. SATORB FIIOCBBDIHR ATM WOAD.
6111W
1 OF 1
IMPERIAL PRESIDENT MAINLINER
REDWOOD AWNINGS
1
1
....'. A$ I.:,A ISSUA,ICII OF A 3iiII.I)ii PF.RMII
V..:'.1,.',P ! ri '..71 VAI1lA"'fl17.(z) LIS17.13 iN "IlEIVIARKS"' '
`..•:',::',.!..):"" .:I . I..; rIC .!", SIMIZI- IlLIIIIING. OD ZONING
- .;',,..,,,,;•!;,,„:,' "....,.. , ;;!: ,.:::.;-. 1 TA Li: 1..i.::I ; SPI.-1',1: ICAI. 1' i..:ISIII) BELOW.
rIFI; f:,:'1'' .'.';' ill ' r,ii: tkED LOIII',,i, Y LAV.IS ••■'.IIIISII 3E COMP:1ED
ALL
—
-1!
JL,
Dr?,to
ir
V11'."E VHF. SMirt] "vr,..n■TA J1.1:L! :T C:;DE s AP,OnED
TIM:VS VII.i.AGE IS cn:QUIRFD.
1. • :‘ . 0%! : A. Of l01 1 31111.0-
NY:0,1;En