1053 NE 91 Terr (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Job Address / f6 q( ' Tax Folio !l - OS- DO (— DO (o o
Legal Description CJ Z //e4'7504600
/ Tenant 41//-( Q, SC AMA/ Master Permit # � �
053 tit6 9l7 , /filaseV(Ge 731 ;( Phone 3 6s- /J - 876,
Owner's Address
State # C_C,c c >
gineer Cc Q ,
5 Z5?-Q"
Sign ondo President Date
NC2AT SEAL
C R CJ' THS
"OTARYPU:3L;CS'iA11 . F ?_C IDA
C' Ml /..53 Ci N3.
Notary as to Owner and/or Condo P te Y7: .13iatez. =.::' 3 r.C,20C0
My Commission Expires:
t e,4 ? /C4k 51STD- /714( - ° 76
FEES: PERMIT 3 RADON
APPROVED:
Zoning Building
Mechanical Plumbing
Historically Designated: Yes
\Esc
• Address 5 C-3
Contracting Co. Zc \\ -PcO EL, ,
Qualifier SS# - )/ ZPhone ( � 7�7 -
Municipal # Competency # Ins. Co.
Address (2
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 11■.%��1 -L- - +UCL.R-IC - -cV O1'TERS - I a E' n t C \Os
Estimated Cost (value) 5 e;
Square Ft. 2 a ■
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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contract • o do the wo, stated.
C.C.F. / ^ b V
t -
Ca' actor or
er- Builder Date
Signature of
Notary as to Contractor or Owner - Builder'
My Commission Expires:
NOTARY
Electrical
BOND
No X
T Date
C.r
TOTAL DUE .6 I
Engineering
" FRANK LU BIEN
10050 N.E. 2ND AVENUE
MIAMI SHORES, FLA 33138
Dear City Official,
We are the Dade County Notice of Acceptance holder for the following products:
Aluminum Accordion Type Shutters under # 97- 0721.03 and 96- 0621.01
Extruded Aluminum Roll Shutters under # 95- 0303.01, 95- 0223.1, 97- 0826.05 and 99- 0208.05.
Extruded Aluminum Storm Panels under # 97- 0721.02.
0.050" Aluminum Storm Panels under #98- 0811.09.
18 ga. Galvanized Steel Storm Panels under # 95- 0120.02, 97- 0219.11 and 98- 0403.10.
Aluminum Hinged Colonial Shutter under # 99- 0208.06.
Polycarbonate Window glazing under #96- 0916.03
This letter authorizes Emilio Cuzan to use any of the following:
Aluminum Accordion Type Shutters under # 97- 0721.03 and 96.0621.01
Extruded Aluminum Roll Shutters under # 95- 0303.01, 95- 0223.1, 97- 0826.05 and 99- 0208.05.
Extruded Aluminum Storm Panels under # 97- 0721.02.
0.050" Aluminum Storm Panels under #98- 0811.09.
18 ga. Galvanized Steel Storm Panels under # 95- 0120.02, 97- 0219.11 and 98- 0403.10.
Aluminum Hinged Colonial Shutter under # 99- 0208.06.
Polycarbonate Window glazing under #96- 0916.03
on the following job:
Job Owner's Name: 'E L 4lN<ri
Job Address:
Sincerely,
Terry D. Lo
Vice Pro• . ept
rolladenr
550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009
Shutter Product Approval Authorization Forum
Hallarrclale: (954) 454 -4114
Dade: (305) 757 -8591
Broward: (954) 525 -3466
Palm Reach: (561) (386 6277
Fax: (954) 454 -1577
••
METROD
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Rolladen, Inc.
550 Ansin Boulevard
Hallandale
FL 33009
Your application for Product Approval of:
Extruded Aluminum 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 -51, Sheets 1 thru 4 of 4. (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.:97- 0721.02
Expires:09 /16/00
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: 09/16/97
Internet mail address: postmaster@buildingcodeonline.com
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rodriguez
Product Control Supervisor
Director
Building Code Compliance Dept.
Metropolitan Dade County
Homepage: http : / /www.buildingcodeonline.com
Rolladen, Inc.
1. DESCRIPTION
1.1
2
ACCEPTANCE No.: 97- 0721.02
APPROVED
EXPIRES
•
•
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
This approves an extruded aluminum 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
2.1 The storm panels shall be constructed as indicated on approved Drawing No. 94 -51, Sheets 1, 2, 3
and 4 of 4, using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ".
2.2 Panel consist of a single extrusion having an effective width of 6.250" and a total width of 7.684"
and forming 2" deep ribs.
2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2
x .125" angle.
2.4 Tested specimen Dimensions: 39" x 96.5 ",
40" x 97 ",
50" x 131 ",
39 -3/8" x 108 ", and
97" x 170 ".
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 12' -01" or 145 ". See "Panel
Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on
Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4.
3.2 Minimum separation to existing glass to protect varies according to panel length.
3.2.1 Panels 0 - 96.5 ": 2 1/4"
3.2.2 Panels 96.5" - 131": 3 3/4"
3.2.3 Panels 131" - 145 ": 5 1/2"
3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ".
3.4 Special Requirement: None.
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 top into the wall mount "h" shape header, anchored to the
wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6
1 /4 "o.c., to the 2" x 2" x .125" studded aluminum angle, which is .1 ored to the wall, as
Man 1 Perez, P.E., Product
Prod t Control Division
SEP 1 6 1997
SEP 1 6 2000
trol Examiner
Rolladen, Inc.
ACCEPTANCE No.: 97- 0721.02
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
SFP 1 6 1997
: SEP 1 6 2000
shown on Drawing No. 94 -51, Sheet 2 of 4, Section A -A, bearing the Dade County
Product Control approval stamp.
4.1.2 Build -Out Mount
The panels are captured at the top into the Ceiling Mount "U" shape Header which is
attached with 1/4 " -20 x 1/2" machine bolts w /nuts spaced at 9 1/2" o.c., and 6" o.c., above
115 psf to a 2" x 5" max. x .125" aluminum angle that provides the build -out and which is
anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut
spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened,
using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf
to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is
anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x
.125" aluminum angles shall be installed at the sides to cover the gaps between wall and
panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the
Dade County Product Control approval stamp.
4.1.3 Ceiling/Inside Mount
The panels are captured at the top into the ceiling mount "U" shape header which is
anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered
wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" continuous studded aluminum angle,
which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2
of 4, Section C -C, bearing the Dade County Product Control approval stamp.
4.1.4 Any combination of the above.
4.2 Anchorage of the aluminum header and angles shall be to concrete, masonry and/or wood framing
and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51,
Sheets 1, 2, 3 and 4 of 4. 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 ".
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.
-2a-
Manue erez, P.E., Product
Produc ontrol Division
rol Examiner
TEST
TEST LOAD
DESIGN LOAD
DEFLECTION
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (50" x 145" PANEL)
SATISFACTORY
HETI - 95-430
Maximum
5.50"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (50" x 131" PANEL)
SATISFACTORY
HETI- 94 -367i
Maximum
3.70"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (39" X 96.5" PANEL)
SATISFACTORY
HETI -94 -146
Maximum
2.25"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 - POSITIVE (39" x 96.5" PANEL)
+68 PSF
HETI -94 -146
+52 PSF
HETI -94 -146
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL)
-91 PSF
HETI -94 -146
-70 PSF
HETI -94 -146
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL)
+168.00 PSF
HETI -94 -338
+112 PSF
HETI -94 -338
@ Design
1.129"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL)
-326 PSF
HETI -94 -338
-217 PSF
HETI -94 -338
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL)
+79 PSF
HETI -94 -144
+52.7 PSF
HETI -94 -144
@ Design
0.6"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL)
-105 PSF
HETI -94 -144
-70 PSF
HETI -94 -144
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (39 3/8 "X108" PANEL)
+195 PSF
HETI -94 -367
+130 PSF
HETI -94 -367
@ Design
1.77"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - NEGATIVE (39 3/8"X108" PANEL)
-237 PSF
HETI -94 -367
-158 PSF
HETI -94 -367
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL)
-131 PSF
HETI -94 -367
-87 PSF
HETI -94 -367
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL)
-60 PSF
HETI -94 -367
-40 PSF
HETI -94 -367
DESIGN PRESSURE RATING
See "Panel Performance Chart" on
Drawing No. 94 -51, Sheet 1 of 4.
Rolladen, Inc. ACCEPTANCE No. :
7. TESTS PERFORMED
7.1 TESTS:
RESULTS:
-2b-
APPROVED
EXPIRES
•
•
•
•
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, 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 approval renews Notice of Acceptance No. 94- 1230.03, issued on July 6, 1995.
Man
Pro
el Perez, P.E., Produ
ontrol Division
97- 0721.02
Se 1 6 1997
SEP 1 6 2000
ontrol Examiner
Rolladen, Inc.
- 2c -
ACCEPTANCE No.: 97- 0721,02
APPROVED
•
SEP 1 6 1997
EXPIRES : SEP 1 6 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm
panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No.
HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E.
8.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm
panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No.
HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E.
8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94
and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ")
and Sample III, (39" x 91") prepared by Hurricane Engineering & Testing Inc., Report No.
HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Viqar, P.E.
8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum
storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No:
HETI -94 -338, dated October 14, signed and sealed by Hector M. Medina, P.E.
8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum
storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No:
HETI -94 -144, dated June 13, 1994, signed and sealed by Arshad Vigar, P.E.
8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum
storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131"); and Sample III, (97" x
170 "); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated
November 9, 1994, signed and sealed by Hector M. Medina, P.E.
8.2 Drawings:
8.2.1 Drawing No. 94 -51, Rolladen, Inc., "Storm Panel Details ", Sheets 1 through 4 of 4,
prepared by Al- Farooq Corporation, dated July 7, 1994, with Revision No. D, dated April
4, 1995, signed and sealed by Humayoun Farooq, P.E.
8.3 Material Certification:
8.3.1 Certified Inspection Report from mill, prepared by
18, 1994, for aluminum alloy 6063 -T6.
8.3.2 Certified Tensile Test Report No. HETI- 94 -T11,
Testing Inc., dated July 29, 1994.
8.4 Calculations:
8.4.1 Comparative analysis and anchor calculations, Pages D 1, R1-R14, S 1 -S4, A I -A17, G 1-
G 10 & AP 1 -AP 11, prepared by Al- Farooq Corporation, dated December 21, 1994, signed
and sealed by Humayoun Farooq, P.E.
the William L. Bonnell Co., dated July
prepared by Hurricane Engineering &
Manuel .'erez, P.E., Product C.' 1 of Examiner
Product . trol Division
r
Rolladen, Inc.
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
ACCEPTANCE No.: 97- 721.02
•
•
•
•
SW 1 6 1991
SEP 1 6 2000
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.
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
engineer need not reseal the copies.
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(c) 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.
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 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.
Manuel P rez, P.E., Product Cot r6b Examiner
Product C�trol Division
END OF THIS ACCEPTANCE
- 3 -