318 NE 101 St (13)Qualifier
Square Ft.
Date Job Address 3/' ft). 6. /o/ Tie . Tax Folio // — 30l — d b - 043-.5
'n E r i
4
Legal Description tor 9 Nib OF a7/0 Historically Designated: Yes No
23L-A 39 .Jeer/0N / �e ? •B. /o P4- 74. �,
Owner/Lessee / Tenant f / /) I= L — e - NON /L 4 ier1 /!70 5 Master Permit # 3 '7 3 7J
Owner's Address Sig NE. /0/ ,i' 7 E7
Contracting Co. ,af 0 amaz J-J ugg i CC(I� Address
//A/Y1 07. ✓)) 05G
State # CG CO � M 7 pa al l#
Architect/Engineer
Bonding Company
Mortgagor
Permit.Type (circle on : BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION UIZIL L CO AO 11 020 ( )cur.(
IAD sr
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.
or Condo President Date
Notary as to Owner and/or Condo President
My Commission Expires: 0 ,,,,,
FEES: PERMIT
APPROVED:
Zoning
Mechanical
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
RADON
FLORA PERLE
- MY COMMISSION # CC392660 WIRES
October 17, 1998
eONDED THRU 'TROY FAIN INSURANCE, INC.
Building
Date
C.C.F.
)t
Phone -J 7 - 7)o 8
SS# Phone
Competency # Ins. Co.
Address
Address
Address
Estimated Cost (value) , 3 000
q-51) ./n(/,AA 4
Signature of
otary as to C9nti o
My Commis.5iclr I
a� T)R
x
NOTARY
Electrical
Owner-Bui . er
cT /Yle7ser
779-3306
r fir Builder
OFFICIAL SEAL
JUDITH HONIGMAN
My Commission Expires
April 5, 1997
Comm. No. CC 274240
Date
Date
TOTAL DUE f L' s
Plumbing Engineering
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF. FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. I1 / 3 2. a K 013 5 3/0
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of �
Commencement.
1. Legal description of property and street address: $/ g /Vg /a l � � -7 J � "�1 Qr e S L
1
2. Description of improvement: SAO
3. Owner(s) name and address: V L • RASY1e0S Mow cp.
317 ft .'Ol ST M kt 1. cKOcAss ; - a'k2
yi Interest in property: nuit,-
Name and address of fee simple titleholder:
4. Contractor's name and address: m / f,(
UN t 4 1 Ha, Ha,
r� R • t i >. 33 3a9 /
�! ui � /gad �t .o� �
5. Surety:(Payment bond required by owner from contractor, if any)
Name a dress:
Amou o Bond $
6. Len
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Sec f 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 13.1 ( )(b), Florida Statutes.
Name
ame and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signature of Ownet (/ s
Print Owners Name �-/ D eL 2 -- 2 oS
Sworn to and subscribed before me this i$I day of f46 /L ?C° •
Notary' Public
I Print Notary's Narne
L M . _ y Commission Expires:
NOTICE OF COMMENCEMENT
.1G
1--e/es '�, /��tP� /tea -r1e1
O I IAL NOTA SBA
ELIZABETH
7 LASCH
FLORIDA
MISSION NO. CC326514
MISSION EXP. OCT. 26,
-g, AT-EOF FLORIDA, COUNTY OF DADE
NIRQItTtURlifr f`•o' this is a lruo a /PY of the
• t7 dqy of
aaa4na�fji�kr f office " (�
. pp 19
WtNi:SS W nay h 7N nd Official Seal.
' ,.i �.
RUIft�LE� 't and County C
By JI
96R067741 1996 FEB 16 10:16
Prepared by: CL-
ss: ? / u ' Y
123.0152 2/83
BROYAKD'HUKKICANE PANEL CO
450 West McNab Road
Fort Lauderdale, Florida 33309 -2113
(305) 974 -3300
DATE: 9 1/ 1 19‘
CUSTOMER'S NAME: n't1W O S
ADDRESS: b A/ t la/ g
TO WHOM IT MAY CONCERN:
SIG ED:
WITNESS:
,e404
33/3?
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 COST_ CIATED WITH OBTAINING A BUILDING PERMIT.
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
Established x914
METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
All Broward Hurricane Panel Company
450 West McNab Road
Ft. Lauderdale FL 33309
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, along with Drawing No. 95 -72, Sheets 1 thru 5 of5. (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 met the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:95- 0501.03
Expires:08 /08/98
Raul Rod iguez
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 Dept.
Approved: 08/08/95 -1- Metropolitan Dade County
All Broward Hurricane Panel Co.
ACCEPTANCE NO.: 95- 0501.03
APPROVED
EXPIRES
AGG 1 8 1995
: • AuG 1 8 19 9 8
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 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
2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -72, Sheet 1 of 5,
using 20 gage (.039" min.) steel, Structural Quality, Grade A, conforming to ASTM A446.
2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 14.250 ", forming
1.87" deep ribs.
2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 2" x 2" x 1/8" studded
angle, a 1/8" thick 2" x 3 ", x 4 ", or x 5" angle depending on built -out condition, and
miscellaneous extrusions.
2.4 Tested specimen:
Dimensions: 53.5" wide x 103" and 98" long overall.
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 8' -6" (or 103 "), for wall and
built out mount and 8' -2" or (98 ") for ceiling /inside mount to be installed only as outlined on
drawing "No. 95 -72 Sheets 1 thru 5 of 5.
3.2 Minimum separation to existing glass to protect shall be 2 -3/8 ".
3.3 Maximum clearance between top of panel and inside of header shall be 1/4" for wall mount
Section land 3/4" for wall mount Section 1 A & 1B.
3.4 Special Requirement:
All panels shall be fastened at all overlaps using 1/4 " -20 x SS machine bolt with 7/8" wing nut
thru panels Spaced vertically at not more than 20 5/8" apart.
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 7)
(Direct Mount); OR at the head to an "h" Wall Header (Part 2) anchored to the wall, using the
tension anchors; and at the sill, to a continuous 2 " x 2" x 1/8" studded aluminum 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 Sections 1 and IA "Wall Mount ", Drawing No. 95 -72, Sheet
2 of 5, bearing the Dade County Product Control approval stamp.
Man . - ' erez, P.E.
Plans Examiner I1
Prntinr't
All Broward Hurricane Panel Co. ACCEPTANCE NO.: _ 95 -0501 03
' j}G 1 8 1995
APPROVED
EXPIRES AUG:.1 8 19 9 8
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.2 Buildout Mount
The panels are secured to a 2" x 2" x 1/8" angle at the head, which is fastened using 1/4 " -20
machine bolt & nut @ 12" o.c. to a 2" x 5" x 1/8" aluminum angle used to provide the buildout,
which is anchored to the wall. This condition is repeated at the sill. The 2" x 5" x 1/8" angles
are then anchored to the wall as shown on Section 3 "Wall Mounting Installation (Offset),
Drawing No. 95 -72, Sheet 2 of 5, bearing the Dade County Product Control approval stamp.
4.1.3 Ceiling/Inside Mount
The panels are secured inside a "U" Ceiling Header (Part 3) at the head, which is anchored to the
inside of the opening, and fastened to the continuous 2" x 2" x 1/8" studded aluminum angle
(Part 4) at the sill, using 7/8" x 3/32" wingnut at every stud or machine bolt at 6 -1/2" o.c. as
shown on Section 2, Drawing No. 95 -72, Sheet 2 of 5, 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. 95 -72, Sheets 1
thru 5 of 5. 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 arid 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 placed in each opening 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 -72, Sheets 1 thru 5 of 5, 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.
M uel Perez, P.E.
Plans Examiner II
All Broward Hurricane Panel Co.
-"
ACCEPTANCE NO.: 95- 0501.03
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
RESULTS:
'Ajj(; 1 8 1995
• Al1G 1 8 1998
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
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
CTC -95 -0 I I
+117.0 PSF
CTC -95 -0 I I
-117.0 PS F
CTC -95 -0 l 1
+135.2 PSF
CTC -95 -01 1
-135.2 PSF
CTC -95 -011
DESIGN LOAD
+90.0 PSF
CTC -95 -011
-90.0 PSF
CTC -95 -011
+90.0 PSF
CTC -95 -011
-90.0 PSF
CTC -95 -011
+90.0 PSF
-90.0 PSF
Deflection
Max.
2 3/8"
@ Design
1.063"
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Large Missile Impact, Cyclic Wind Pressure Test , and Uniform Static Air
Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No.
CTC -95 -011, dated 4/16/95, signed and sealed by Christopher Tyson, P.E.
8.2 Drawing:
8.2.1 Drawing No. 95 -72, All Broward Hurricane, 20 gage, "Steel" Storm Panels, Sheets 1 thru
5 of 5, prepared by Tilteco, Inc., dated 3/29/95 with Revision No. 1 dated 4/28/95, signed and
sealed by Walter Tillit, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Report issued by Ohio Metal Processing, Dated 2/2/95 with
chemical composition and mechanical properties for galvanized G90, Grade D, .0390 in. min.
8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number
SCM -770 dated 4/05/95 for 20 Ga. steel, tested per ASTM E -8, signed and sealed by Frank
Grate, P.E..
8.4 Calculations:
8.4.1 Anchor analysis dated 4/25/95, Pages 1 through 5, prepared by Tilteco, Inc., signed and
sealed by Walter Tillit, P.E.
/:e
Man • - I Perez, P.E.
Plans Examiner II
Product Control Division
All Broward Hurricane Panel Co.
END OF THIS ACCEPTANCE
-3-
ACCEPTANCE No.: 95- 0501.03
APPROVED August 8. 1995
EXPIRES August 8. 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 documentation, 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 Approved ", 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 times. 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.
1 1. 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.
Man gel Perez, P.E. Plans miner
Produ Control Division