HURRICANE PANELSr ., PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date //— 7 9 (Job Address 03 XC Q2
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NOTARY
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BROIYARD PANEL CO
DATE: 9Mf /C�'
CUSTOMER' NAME: 4--gL
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x/1104 /
ADDRESS:
TO WHOM IT MAY CONCERN:
I HEREBY AUTHORIZE BROWARD HURRICANE PANEL COMPANY TO ACT AS MY AGENT FOR
• THE PURPOSE OF SECURING A BUILDING PERMIT FOR THE INSTALLATION OF THE
ITEMS SPECIFIED IN THE ATTACHED CONTRACT. THIS AUTHORIZATION PERMITS
BROWARD HURRICANE PANEL CO. TO SIGN THE BUILDING PERMIT APPLICATION AND
OWNER'S AFFIDAVIT (IF REQUIRED BY THE MUNICIPALITY) AS OWNER'S AGENT
AND SHALL NOT BE CONSTRUED TO REPRESENT ANY OTHER AGENCY RELATIONSHIP.
I FURTHER UNDERSTAND THAT BROWARD HURRICANE PANEL COMPANY IS RESPONSIBLE
TO PAY FOR THE DIRECT COSTS ASSOCIATED WITH OBTAINING A BUILDING PERMIT.
SIGNED:
WITNESS:
450 West McNab Road
Fort Lauderdale, Florida 33309 -2113
(305) 974 -3300
`w FLORA PERLE
0 l" IA MY COMMISSION # €C392660 EXPIRES
� October 17, 1998
,,JJe ` BONDED TNRU TROY FAIN INSURANCE, DC.
SALES OFFICES:
PALM BEACH BRANCH: KIRK LAKE PLAZA 3972 LAKE WORTH ROAD. LAKE WORTH (407) 968 - 3360
DADE BRANCH OFFICE: 12053 S.W. 117TH AVENUE, MIAMI (305) 252 -2500
Esta6li.rbed 1914
Dear Sir:
ALL BROIYIARD HURRICANE PANEL CO
Oct 20 1995
DADE COUNTY
BUILDING OFFICIAL
We are the Dade County Notice OF Acceptance Holder for HURRICANE PANELS.
Under number 95- 0315.01 and under number 94- 1104.02
This letter authorizes BROWARD HURRICANE PANEL CO. to use HURRICANE PANELS.
Approved Under number 95-0315.01 to be used at the following .job:
Approved Under number 94-1104.02 to be used at the following .job:
Sincerely,
BROWAR RICANE PANEL COMPANY
By
LeRoy Peterson
President
450 West McNab Road
Fort Lauderdale, Florida 33309 -2113
(305) 974 -3300
Peel Jeffrey M.
1163 N E 92 Street
Miami Shores FL 33138
Established 1914
SALES OFFICES:
PALM BEACH BRANCH: KIRK LAKE PLAZA 3972 LAKE WORTH ROAD, LAKE WORTH (407) 968 -3360
DADE BRANCH OFFICE: 12053 S.W. 117TH AVENUE, MIAMI (305) 252 -1500
LARGO BRANCH: 9225 ULMERTON ROAD, SUITE T, LARGO, FL (813) 585 -0021
BROIT 4Rr?HUKRICANe PANNL CO
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450 West McNab Road
Fort Lauderdale, Florida 33309 -2113
(305) 974 -3300
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METRO -DADS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
All Broward Hurricane Panel Company
450 West McNab Road
Ft. Lauderdale FL 33309
Your application for Product Approval of:
.063 Aluminum Storm Panel
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 b:
Applicant (For listing, see Section 8 of this Notice of Acceptance) y
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 be valid for a period of three years. 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
Department may revoke, modify, or suspend the use of such product or material immediately. The Building
Code Compliance Department reserves the right to require retesting of this product or material should any
amendments to the South Florida Building Code be enacted affecting this product or material.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:95- 0315.01 (supersedes No.: 94- 0929.04)
Expires:12 /29/97
Raul Rod iguez
Product Control Division
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.
Approved: 03 /15/95
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375-2908
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372-6339
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
All Broward Hurricane Panel Co. ACCEPTANCE NO.: 9j"031 Ol
APPROVED March 1 199"
EXPIRES Dec. 29 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 This approves an aluminum storm panel designed to comply with the South Florida Building
Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and
Other Structures ", for the following locations:
1.1.1 Non - coastal building zone.
1.1.2 Coastal building zone.
2. MATERIAL CHARACTERISTICS
2.1. The storm panels shall be constructed as indicated on approved drawing No. 94-118.2 Sheet I of
3, using aluminum alloy 5052 -H32 , 063" thick.
2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 14.25", forming
1 7/8" deep ribs
2.3 Components shall be aluminum alloys 6063 -T6, 5" x 2" x 1/8" angle and a 2" x .087" bar.
2.4 Tested specimen:
Dimensions: 3 Panels at 40 1/4" wide x 101" long overall, (96" long for ceiling -floor mount)
1 Panel at 40 1/4" wide x 101" long overall, (Direct Mount).
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 8' -5" or 101", to be installed
only as outlined on drawing No. 94 -118.2 Sheets 1, 2 and 3 of 3.
3.2 Minimum separation to existing glass to protect shall be 2 7/8 ".
3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ".
3.4 Special Requirement;
3.4.1 For spans from 101" to 60 ": Reinforcing straps, consisting of one 2" wide by 0.087"
thick bar of aluminum alloy 6063 -T6 spaced at 1/3 span with l/4 " -20 x 1" sidewalk bolts and Die
Cast aluminum washered wingnut (Part 5)spaced at 13" o.c.
3.4.2 For spans from 60" to 30 ": Reinforcing straps, consisting of one 2" wide by 0.087" thick
bar of aluminum alloy 6063 -T6 spaced at midspan with 1/4 " -20 x 1" sidewalk bolts and Die Cast
aluminum washered wingnut (Part 5)spaced at 13" o.c.
3.4.3 For spans up to 30 ": Reinforcing straps are not required, only I/4 " -20 x 1" sidewalk bolts
and Die Cast aluminum washered wingnut (Part 5)spaced at 13" o.c.
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
4.1.1 Wall Mount (Direct Mount)
The panels are secured at the head and sill, either directly to 1/2" x 7/8" Rawl Calk -In anchors
embeded in the wall, spaced at 13" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part 6)
(Direct Mount); OR to a continuous 2" x 2" x .125" aluminum "EAB" angle (Part 3), using
1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6.5" o.c., which is anchored to the wall using
the tension anchors shown on Drawing No. 94-118.2, Sheet 2 of 3, Sections A "Wall Mount" or
D "Direct Mount ", bearing the Dade County Product Control approval stamp.
Man1. eI Perez, P.E.
All Broward Hurricane Panel Co. ACCEPTANCE NO.: _ 95 -031 " 01
APPROVED March I 1995
EXPIRES Dec. 29 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.2 Buildout Mount
The panels are fastened at the head to the continuous 2" x 2" x .125" studded aluminum "EAB"
angle (Part 3), using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6.5" o.c., this angle is
secured with 1/4 -20 machine screw & nut @ 13" o.c. to a the long leg of a 2" x 5" x 1/8"
aluminum angle (Part 4) used to provide the buildout and which is anchored to the wall, this
same arrangement is reversed and used at the sill, as shown on Drawing No. 94- 118.2, Sheet 2 of
3, Section C "Build -Out Mount ", bearing the Dade County Product Control approval stamp.
4.1.3 Ceilin,g /inside Mount
The panels are secured inside a top track "U" header (Part 2) at the head, which is anchored to the
inside of the concrete lentil opening; and fastened at the sill, to the 2" x 2" x .125" continuous
studded aluminum angle (Part 3), using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6.5"
o.c., which is achored to a concrete slab or bulkhead, as shown on Drawing No. 94-118.2, Sheet
2 of 3, Section B "Ceiling/Inside Mount ", bearing the Dade County Product Control approval
stamp.
4.1.4 Any combination of the above,
4.2 Anchorage of the aluminum angles shall be to concrete, masonry and /or wood framing and shall
consis(of only the anchors, embedment and spacing specified on Drawing No. 94 -1 18.2, Sheets
1, 2 and 3 of 3. Substitution of anchor type or indicated embedment is unacceptable and requires
to be engineered separately. Fasteners must have their own Notice of Acceptance.
4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not
in use, must be protected against corrosion, contamination and damage at all time.
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 ".
5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or
tenant that the storm panels will not offer hurricane protection unless all reinforcing stra and /or
bolts are properly installed.
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. 94-118.2, Sheets 1, 2 and 3 of 3, 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 ensure the adequacy of shutter to meet the pressure requirement of
the opening in which it is to be installed.
6.3 This revision supersedes Notice of Acceptance No.94- 0929.04 dated December 29, 1994.
Ma . 1 Perez, P.E.
Plane FY9m;r, . it
All Broward Hurricane Panel Co. ACCEPTANCE NO.:
APPROVED March Li 199i
EXPIRES Dec. 29 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
RESULTS:
TEST
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
DESIGN PRESSURE RATING
TEST LOAD
SATISFACTORY
S1017
+93.6 PSF
S1017
-93.6 PSF
S1017
SATISFACTORY
SI0I7A
+93.6 PSF
S I017A, S I 0 17B
-93.6 PSF
SI017A,S10I7B
DESIGN LOAD
+72.0 PSF
S1017
-72.00 PSF
S1017
+72.0 PSF
SI017A,S1017B
-72.00 PSF
SI0I7A,S1017B
+108.00 PSF I +72.0 PSF
S10I7 S10I7
- 108.00 PSF I -72.0 PSF
S1017 SI017
+72.00 PSF
-72.00 PSF
Deflection
Max..
2 7/8"
Max..
7 „
Design
1.555"
■
\- 1A , CAAkku
Manubl- .P-erez, P.E.
Plans Examiner 11
All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315.01
APPROVED March 15. 1995
EXPIRES Dec. 29 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
8. EVIDENCE SUBtMITTED
8.1 Tests:
8.1.1 Test report on: I.) Uniform Static Air Pressure Test Loading, per PA 202 -94
2.) Large Missile Impact Test, per PA 201 -94, and
3.) Cyclic Loading Wind Pressure Test. per PA 203 -94
of 3 specimens, 8' -0" high, .063" aluminum storm panels, prepared by Construction Research
Laboratory, Inc., Report No.CRL-S1017, dated July 29, 1994, signed and sealed by Vipin N.
Tolat, P.E.
8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and
2.) Cyclic Loading Wind Pressure Test. per PA 203 -94
of 1 specimen, 8' -0" high, .063" aluminum storm panels, prepared by Construction Research
Laboratory, Inc., Report No.CRL- S1017A, dated October 03, 1994, signed and sealed by Vipin
N. Tolat, P.E.
8.1.3 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and
2.) Cyclic Loading Wind Pressure Test. per PA 203 -94
(Addendum to Test Report No. CRL -S 1017A) of 8' -0" high, .063" aluminum storm panels,
prepared by Construction Research Laboratory, Inc., Report No.CRL -S 10I 7B, dated October 13,
1994, signed and sealed by Vipfn N. Tolat, P.E.
8.2 Drawing:
8.2.1 Drawing No. 94 -118.2 All Broward Hurricane Panel Co., .063" Aluminum Storm Panels,
Sheets 1, 2 and 3 of 3, prepared by Knezevich & Associates, Inc., dated 07/20/94, with revision
No. 8 dated 03/07/95, signed and sealed by V.J. Knezevich, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Report Coil #5938 -H dated 7/18/94 for Aluminum Alloy 5052
H32 by American Douglas Metals.
8.3.2 Certified Tensile Test Report No. 94 -321 issued by*ATEC Associates, Inc. dated
September 28, 1994 for Aluminum sample S1017-A, tested per ASTM E8 -92, signed and sealed
by Peter G. Read, P.E.
8.4 Calculations:
8.4.1 Anchor analysis dated 10/17/94, Page 1, prepared by Knezevich and Associates Inc.,
signed and sealed by V.J. Knezevich, P.E.
Manue erez, P.E.
PInnc R.•,.,,:...,_ if
All Broward Hurricane Panel Co.
ACCEPTANCE NO.:
.APPROVED March 15 1995
Dec. 29 1997
EXPIRES
TI E •F EPTAN E: T• ND • RD •NDITI•
• Extension of Acceptance may be considered after a new application has been tiled and the
supporting data, test report no older than ten (10) years, have been re- evaluated.
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the
State of Florida.
?. Any revision or change in the materials, use, or manufacture of the product or process shall
automatically be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall
be ground for re- evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or advertising
purposes.
5. 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.
6. A copy of this approval as well as approved drawings and other documents shall be provided to
the permit applicant by the manufacturer or his distributors and shall be available for inspection
at the job site at all time. The prints need not be re- sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
Plans Fxaminpr 11