638 NE 97 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date g_ 6- /L Job Address 43F 97 Cr Tax Folio /l —0 0 6 0/7-14.6o
Legal Description (5EC -. ie Laz i 6, 6 7 *l_ J o b
Owner / Lessee / Tenant 2)/4 LJ /1J G", RR-/ 7 S Master Permit # 4 492/7
Owner's Address �� xib 97 -sr- Phone -75& - 5-57Q
Contracting Co. ,?Ow4R ) (102/2 Address qr L) P c rU�9F3
Qualifier-LA 14- ► f4E'5'' SS# -/ 97Phone ?,. °- /- 3 3oa
C aC LP6 376'
State # Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION (.)2/efcAy )F 7)AAJ 5 /7 o ��� �
Zoning
Square Ft. 3 Estimated Cost(value) / /5 - 77
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 contractor to do the work stated.
►-
Signature of owner and /or Condo President
Date:
APPROVED: Fire
Mechanical Plumbing_
Dat
e--
ractor or Owner-Builder
Notary as to Owner and /or Condo President N•-tlt t o 46EAbr
T fmt My Commission Expires: 8ion�p�j
My Crp rmoi ion Expires
Apr U 5, 1997
No. CC 274240
** *
�r * * * * *
commi * * * **
FEES: PERMIT Woe) RADON C.C.F. / 0 O NOTARY TOTAL DUE ez. o o
Other
Buildi Electrical
Engineering
PRODUCT CONTROL NOTICE OF ACCEPTANCE
All Broward Hurricane Panel Company
450 West McNab Road
Ft. Lauderdale FL 33309
Acceptance No.:94- 1115.03 (supersedes No.: 94- 0701.04)
Expires:03 /14/97
CONDITIONS
BUILDING CODE COMMITTEE
Approved: 03 /30/95 -1-
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
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 (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 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.
Raul Rod iguez
Product Control Division
Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
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 Dept.
Metropolitan Dade County
All Broward Hurricane. .net Co.
ACCEPTANC N
APPROVED
EXPIRES
.: 94- 1115.03
mAR 3 U 1995
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
March 14. 1997
1. DESCRIPTION
1.1 This approves a galvanized 20 ga. steel 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 -98.1, Sheet 1 of
2, using 20 ga. galvanized steel (0.035" thick), with Fy=40 ksi min., conforming to ASTM A446,
structural quality grade C. '
2.2 Panels (Part 1) are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ",
forming 1.87" deep ribs
2.3 Components shall be aluminum alloys 6063 -T6, (Part 2) "h" header, (Part 3) "u" header, (Part 4)
2" x 2" x . 125 "EAB" studded angle, (Part 5) 5" x 2" x 1/8" angle.
2.4 Tested specimen:
Dimensions: 37 1/4" wide x 101" long overall. (3 specimens)
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel (span) height: 101"
to be installed only as outlined on drawing No. 94 -98.1, Sheets 1 and 2 of 2.
3.2 Minimum separation to existing glass to protect shall be: 3 1 /8 ".
3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ".
3.4 Special Requirement:
All panels shall be fastened, using 1/4 " -20 x 1" sidewalk bolt and wingnut, at all overlaps at 1/3
span points. Panel spans smaller than 48" may be fastened only at midspan.
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 1/2" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part 6)
(Direct Mount); OR at the head to an "h" header (Part 2) anchored to the wall, using the tension
anchors; and at the sill, to a continuous 2" x 2" x .125" studded aluminum "EAB" angle (Part 4),
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 detailed Drawing No. 94 -98.1, Sheet 2 of 2, Sections A
"Wall Mount" and D "Direct Mount ", bearing the Dade County Product Control approval stamp.
Plans Examiner II
All Broward Hurricane lid Co.
ACCEPTANT NO.: 94- 1115.03
APPROVED •
rMAR 3 0 jo ^S
EXPIRES March 14. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.2 $uildout Mount
The panels are fastened to the 2" x 2" x .I25" continuous studded aluminum angle (Part "EAB ")
at the head. using 1/4 " -20 studs w /washered wingnut spaced at 6,5" o.c., this angle is secured
With l/4 " -20 machine bolts & nuts @ 6" o.c. to the long leg of a 2" x 5" x 1/8" aluminum angle
used to provide the buildout, this condition is repeated at the sill. The 2" x 5" x 1/8" angles are
then anchored to the wall as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section C "Build -Out
Mount ", bearing the Dade County Product Control approval stamp.
4.1.3 Ceiling./Ins` n nt
The panels are secured inside a top track ( "U" header) at the head, which is anchored to the
inside of the opening; and fastened to the 2" x 2" x .250" continuous "EAB" studded aluminum
angle at the sill, using 1/4 " -20 machine bolt and washered wingnut spaced at 6.5" o.c. as 'Shown
on Drawing No. 94 -98.1, Sheet 2 of 2, 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
consist of only the anchors, embedment and spacing specified on Drawing No. 94 -98.1, Sheets 1
and 2 of 2. 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 manufacturers 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. 94 -98.1, Sheets 1 and 2 of 2, 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- 0701.04 dated August 15, 1994.
ektum
Manu rez, P.E.
Plans Examiner II
Prnatirt t nretrr 1 ni�ricinn
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
S1O13A
Max..
3.10"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+93.6 PSF
SI0I3A & S!0I3B
+72.0 PSF
S!0I3A & S1013B
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-93.6 PSF
, SIOI3A & SIO13B
-72.0 PSF
SI013A & 510!3B
UNIFORM STATIC AIR PRESSURE TEST;
SFBC PA 202 -94 POSITIVE
+92.3 PSF
S1013
+61.5 PSF
51013
• @ Design
0.79"
UNIFORM STATIC AIR PRESSURE TEST ;
ESFBC PA 202 -94 NEGATIVE
-92.3 PSF
S1013
-61.5 PSF
S1013
DESIGN PRESSURE RATING
►
4-61.5 PSF
-61.5 PSF
-2b-
RESULTS:
' kl1 Broward Hurricane( el Co, ACCEPTA NO.: 94- 1115.03
MAII APPROVED 3 1995
EXPIRES : March 14. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
8. EVI!'jENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static
Air Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory,
Inc., Report No.S1013 dated June 30, 1994, signed and sealed by Vipin Tolat, P.E.
8.1.2 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test of 20 ga. steel storm
panels, prepared by Construction Research Laboratory, Inc., Reports No.S1013A dated June 30,
1994 and No. S 1013B dated October 14, 1994, both signed and sealed by Vipin Tolat, P.E.
8.2 Drawing:
8.2.1 Drawing No. 94 -98.1, All Broward Hurricane Panel Co., 20 gage, steel storm panels,
Sheets 1 and 2 of 2, prepared by Knezevich & Associates, Inc., dated 06/16/94, with revision No.
8 dated 01/17/95, signed and sealed by V.J. Knezevich, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Report: Pending Submittal.
8.3.2 Certified Tensile Test Report from ATEC Associates, Inc., Reports #70 -02- 139044 dated
June 24, 1994 and #70- 02- 140848 dated September 28, 1 994, for 20 ga. steel, tested per ASTM
E8 -92, signed and sealed by Peter G. Read, P.E.
8.4 Calculations:
8.4.1 Anchor analysis dated 1/12/95, Page 1 & 2, prepared by Knezevich and Associates Inc.,
signed and sealed by V.J. Knezevich, P.E.
eiNaku
Manuel.Perez, P.E
Plans Examiner II
Product Control Division
warc1 Hurricane Parcel
ACCEPT NO
- \I'r'NCJ\'I :1)
1:.\Vri is
TI F •f • FPTAN TAN'DARD •ND(T(
(iI ,111 3 0 a g c
S
Extension of Acceptance may be considered after a new application has been filed and th
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.
2. 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.
•
R olvecanImuucAive P.41\reL ca
450 Wt Mc Nab Road '.
Fort Lauderdale, Florida 33309-24
• ,•k!
(
411.
CUSTOMER' S
• ADDRESS:
TO WHOM IT trAy CONOERH:
SIGNED:
WITNESS:
6,- 75 9
PALM BEACH BRANCH' KIRK
1010 67W71.)
635 / I q7J 9'
TLfo,(-16A 5,64.DE
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1.
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SI
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y eX171/41
A oF
r HEREBY AUTRORiZE.BROWARD HURAICallE PAHEL COMPAXY,;
.:
THE PURPOSE OP SECURING 4, BUILDINa PERT FOR Tim' Pa.
ITEMS SPECIFIED 121 THE ATTACHED CONTRACT, THIS ATJT
OWNER'S APFIDAV
BROWAR.D HURRICANE PANEL CO. TO SIGN THE 'BUILDING
UrR.ED BY THE MUNICIPALITY),
AND SHALL NOT BE CONSTRUED TO REPRESENT 42Y °THU'
,e
1 FURTHER UND TAND THAT ER WA 11URRIC
TO PAY POR T ANE PANEL C9
COSTS AS OC1ATED WITH OBTAIN
7
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64'x5(
BROW4RD HURRICANe PANEL CO.
PLOT PLAN for:
Address:
4 ')(L
Legal:
N.O.C. — $250(.} (Tes/No) PL /0
53 )(67
7;As2-
450 West McNab Road
Fort Lauderdale, Florida 33309 -2113
(305) 974 -3300
)1\uly. \)Y r \ G /t
OS N6 Sr
)P OF OPENINGS ABOVE GRADE: All less than
'UTTER TYPE: fi.UU (141 .(_- 00141)--,
v\A k - T - L_ 3`313 ?
t5? /S3
Assoc. Approval Required (Tea/No)
E))
1 � ? `r
MEAN ROOF HEIGHT:
&lah r9)4
nJ
- °PEI MIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
Date Job Address„
g M J Tax Folio
Legal Description Master Permit #
/ � h
Owner 1 2 4t / / O t Z (.t&-Rl fS Tenant
Owner's Address
0 t �6 5 D ay -Time Phone ) ,-',
a-CU_gla1. /2/2 -
Contracting Co. Plota.A411.0 (Ave
Qualifier
State # _ Competency #
Architect /Engineer Address
Bonding Company Address
Mortgagor _ Address
Permit Types ROOFING BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN
Application is hereby made for a permit to do work & installation as indicated. I understand that
separate permits are required for Electrical, lumbing, Signs, Pools, Roofing, & Mechanical work.
WORK DESCRIPTION 74/Amic44Afa -- AJ'
Square Ft.
FEE
SS#
3 .c C7
ADMINISTERED OATH ❑
swop-To & SUB CRIBED BEFORE ME THI
of I AY OF , 19
ignature NOTARY 1
MY 9OM'MIGQION # a' = EXPIRES
aat®tler 11, tell
q@f boif ri MW Kowa ln.
(Print, Type, or Stamp Commissioned Name)
Personally Known ❑ or Produced Y.D. ❑
Type of I.D. produced
Mechanical
Address
Phone 4 9S6 - 59?
Estimated Cost 1,97
Signatur 7•f Property Owner or Condo Pres. Signature of Contractor
Ins. Co.
WARNING TO OWNERS YOU MUST RECORD A NOTICE 0! COMMITMENT 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 THE NOTICE. A BACKlLOW PREVENTION DEVICE
PERMIT AND CERTIFICATION TEST MAY BE REQUIRED IN ACCORDANCE WITH ORDINANCE #825. CALL THE PUBLIC
WORKS DEPT. AT 787 -1001 OR VISIT THEIR OFFICE AT 1815 N.E. 150 ST.
OBEA'S AFFIDAVITS 1 certify that .11 the forepolno Inforlatlon le aoourate, and that all work will be done In oosspllanoe with all
ap cab le laws epula ; Ing cast an and zoning. Furthermore, I authorize the above -haled oontrector to do the work stated.
ADMINISTERED OATH ❑
SWORN TO & SUBSCRIBED BEFORE ME THIS
• DAY OF , 19
f /Condo President Signature of NOTARY to Contractor
(Print, Type, or Stamp Commissioned Name)
Personally Known ❑ or Produced I.D. ❑
Type of I.D. produced
Zoning Building Electrical
Plumbing Engineering