SHUTTERS PERMITl PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date -4 1? 1 Job Address — 1 � S Tax Folio // — — 3 6
Legal Descriptionc,SF / %z 0 Historically Designated: Yes /� No p
Owner/Lessee / Tenant 1AX Master Permit # 1 O 1/ 6' .
Owner's Address b iR 1 J I , C) FS Phone c C 3 a )
Contracting Co. Address
Qualifier SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION ['h.) A fl l C 4 -' S Ii.) T S
Square Ft.
.Se -erT.j- ` /
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFID VIT: I certify that all the foregoing information is accurate and at al n • will be done in compliance with all applicable
laws re at g c ns ction and zoning. Furthermore, I authorize the above- named actor to o the work stated.
Signature of owner and/or Condo President Date
Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date
My Commission Expires: 7---/g• '�P� P US OrFtCtAt. f�s';Y£;;•.V � - ZJ
O �. SA[`3l.gA !� F' "J: �,
My Commission Expires:
APPROVED:
Zoning
Mechanical
B I %
Estimated Cost (value) (, 00
4 ignature o Contractor or Owner- Build
/1 I( 6
Date
FEES: PERMIT RADON C.C.F. . „re, NOTARY ,So Co TOTAL DUE
Electrical
L.
Plumbing Engineering
3750 N.W. 46th St.
Miami, FL 33142
1901 N.W. 18th St.
Bldg. D North
Pompano Bch., FL 33069
Date:
Vice
Carlos Bonzon
Building Official
111 N.W. St. Suite #1010
Miami,FL 33128-1974
Dear Mr. Bonzon,
We are the Dade County. Notice of Acceptance Holder for the 20
Gage Galvanized Steel Storm Panel under number 95-0406.06.
This letter authorizes" .0k —g— (company) to
use our 20 Gage Galvanized Steel Storm Panels to be used at the
following job:
ew Cicero
nt
INDUSTRIES, INC.
Miami (305) 633 -9650
S. Broward /Dade (305) 944 -9213
Broward (305) 960 -0110
Palm Beach (407) 734 -4339
Fax (305) 634 -9060
qo
AWNINGS BAHAMA SHUTTERS CARPORTS SCREEN ROOMS SUNROOMS PATIOS STORM PANELS
FOLD -A -GARD ROLL -A -GARD TROPIC ROOMS INSULATED FLORIDA ROOMS
METRO
INN
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, Florida 33142
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Your application for Product Approval of:
20 ga. Galvanized Steel Storm Panels
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. 94 -133, Sheets 1 thru 3 of 3. (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 Page 2 et seq. and the Standard Conditions on
Page 3.
The 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 reserve 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- 0914.05 (Renews No.: 95- 0406.06)
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
Raul Rodriguez
EXPIRES 11/09/98 Supervisor
Product Control Division
* *PLEASE NOTE **
THIS IS THE COVER SHEET. 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 used in conditions set
forth above.
4,
APPROVED: NOV 0 9 1995
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
Seaview Industries, Inc. ACCEPTANCE NO.: 95- 0914.05
1. DESCRIPTION
2.1.
2.2
2.3
2.4
APPROVED November 9. 1955
EXPIRES : November 9. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
This approves a 20 ga. steel storm panel 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
The storm panels shall be constructed as indicated on approved drawing No. 95 -133, Sheet 1 of 3,
using 20 ga. (.035 ") steel, Structural Quality, Grade D, conforming to ASTM A446 (Fy = 50 ksi.
min.). Galvanized with a minimun G90 coating.
Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.875 ", forming
2" deep ribs
Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 2" x 2" x 1/8" angle, and a
1/8" thick x 2.25" x 3" (4" or 5.25 ") angle depending on built -out condition.
Tested specimen:
Dimensions: 49.5" wide x 83.5" long, 49.5" wide x 88" long, 37.5" wide x 136" long and 37.5"
wide x 48" long overall.
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 7' -4" or 88 ", for wall and built out
mount, 7' -0" or 84" for ceiling /inside mount and to be installed only as outlined on drawing No.
95 -133 Sheets 1, 2 and 3 of 3.
3.2 Minimum separation to existing glass to protect shall be: 2 5/8 ".
3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ".
3.4 Special Requirement:
All panels longer than 33" shall require reinforcing 1/4 " -20 x 1" sidewalk bolts and washered
wingnuts spaced at 12" o. c. at midspan, at all overlaps.
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 6" o.c., using 1/4 " -20 SS machine bolts and Key Hole Washers
(Direct Mount); OR to an "h" Header (Part 2) at the head; and to a 2" x 2" x 1/8" studded Sill
Angle (Part 6) or an Optional Angle (Part 4) at the sill, both of which are anchored to the wall,
using the tension anchors as shown on Dwg. No. 95 -133, Sheet 3 of 3, Section H "Direct Mount"
OR Sheet 2 of 3, Section A "Wall Mount ", bearing the Dade County Product Control approval
stamp.
2
Brian Trujillo
Engineer I
Product Control Division
Seaview Industries. Inc. ACCEPTANCE NO.: 95- 0914.05
APPROVED : November 9, 1995
EXPIRES : November 9. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.2 Buildout Mount
The panels are secured to the "U" Header (Part 3) at the head, fastened using 1/4 " -20 machine bolt
& nut spaced @ 12" o.c., to a 2 1/4" x 5 1/4" x 1/8" aluminum Angle (Part 5) used to provide the
buildout, and which is anchored to the wall. This condition is repeated at the sill except that a
2" x 2" x 1/8" Studded Angle (Part 6) is used in lieu of the "h" header. The 2 1/4" x 5 1/4" x 1/8"
angles are then anchored to the wall using the tension anchors as shown on Dwg. No. 95 -133,
Sheet 2 of 3, Sections D and G "Build -Out Mount ", bearing the Dade County Product Control
approval stamp.,
4.1.3 Ceiling/Inside Mount
The panels are secured inside a top track "U" Header at the head, which is anchored to the inside
of the opening; and fastened at the sill, to the 2" x 2" x 1/8" continuous aluminum Studded Angle
(Part 6), using 1/4 " -20 studs with washered wingnut spaced at 6" o.c., which is anchored to a
concrete slab or bulkhead, as shown on Dwg. No. 95 -133, Sheet 2 of 3, Section C "Ceiling/Inside
Mount ", bearing the Dade County Product Control approval stamp.
4.1.4 Anv combination of the above,
4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall
consist of only the anchors, embedment and spacing specified on Drawing No. 95 -133, 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 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. 95 -133, 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 document renews Notice of Acceptance No. 95- 0406.06 ex ired 11/2
Brian Trujillo
Engineer I
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 88" Span
136" Span
SATISFACTORY '
CTC -95 -007
Max..
2 5/8"
2 7/8"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+169.0 PSF
CTC -95 -007
+130.0 PSF
CTC -95 -007
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-130.0 PSF
CTC -95 -007
-100.0 PSF
CTC -95 -007
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+208.0 PSF
CTC -95 -007
+138.7 PSF
CTC -95 -007
@ Design
1.01"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-187.2 PSF
CTC -95 -007
-124.8 PSF
CTC -95 -007
DESIGN PRESSURE RATING
+130.0 PSF
-100.0 PSF
Seaview Industries. Inc, ACCEPTANCE NO.: 95- 0914.05
APPROVED November 9. 1991
EXPIRES November 9. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
- 2b -
RESULTS:
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on:
1. Uniform Static Air Pressure Test per PA 202 -94
2. Large Missile Impact Test per PA 201 -94 and
3. Cyclic Wind Pressure Test per PA 203 -94
of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No.
CTC -95 -007, dated March 30, 1995, signed and sealed by Christopher G. Tyson, P.E.
8.2. Drawing:
8.2.1 Drawing No. 94 -133, 20 ga. Steel Storm Panel, Sheets 1, 2 and 3 of 3, prepared by
Knezevich & Associates, Inc., dated 05/20/95, revised on 5/24/95, signed and sealed by V.J.
Knezevich, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Report issued by R &R Metals Inc. , dated 2/20/95 for
Hot -Dip Zinc - Coated Edge Sheet Coils of Galvanized Steel, Structural Quality, Grade D,with a
minimum Fy =50 ksi.
8.3.2 Certified Tensile Test Report issued by QCM, Q C Metallurgical, Inc. Report Number
5Cm -706, dated March 30, 1995 for sample #CTC 95 -007, tested per ASTM E8 -93, signed and
sealed by Frank Grate, P.E.
8.4 Calculations:
8.4.1 Anchor analysis dated 5/22/95, 2 pages, prepared by Knezevich & Associates, Inc, signed
and sealed by V.J. Knezevich, P.E.
Irian Trujillo
Engineer I
Product Control Division
• Seaview Industries Inc.
ACCEPTANCE NO. : 95-0914.05
APPROVED November 9. 1995
EXPIRES November 9. 1998
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1 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.
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, shali 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(b) and this last page 3.
Items 10. 11 & 12 listed below only apply to glazed 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.
I I . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame,
shall be as tested, 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
tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this
approval for sizes of fasteners used in testing.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
END OF THIS ACCEPTANCE
Br1 Trujillo, Engfineer 1
Product Control Division