333 NE 102 St (14)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date "oZO ? e Job Address 33 ! E /O02 sT Tax Folio 1 "3,2 3 -6070
Legal Description Historically Designated: Yes No
O w n e r / L e s s e e / T e n a n t A P e f . Master Permit # % ' SS
Owner's Address 333 t . E / Orq 61 Phone (3 —
Contracting Co.
State # CL'. (I63 9 d . Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Square Ft.
I GO
Signature of owner and/or Condo President ate
a -21)-01 by
o President Date
Notary as to Owner and/or C
My Commission Expires:
:«c««c<cccc«c wa «uuc «« a«cmcwo5
?: tiPAY PCB Lourdes L. Alvarez >
r ° Notary Public, State of Florida >
4 o` Commission No. CC 602087 j
oF Fl.o My Commission Exp. 11/18/2000>
Bonded Through a. No
gh Notary Service &Bonding Co. >
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FEES: PERMIT e RADON C.C.F.
APPROVED:
Zoning Buildin
Mechanical Plumbing
Address / 70 StrV / 7 I
Qualifier M-) t- 1 • - A 1 f Pr --C z SS# /� .. 3
Competency #
Address
Address
Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION n R h % (Diu -r-,/'4'0?T t-
Estimated Cost (value) t ? q w
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 st ed.
Signature of Contractor or Ownei6B'uilder
a
Notary as to Contractor or Owner- alder
My Commission Expires:
... <<c«cc< oo<<««cc<cc<r.<c<c ««ccc mom
aa pie Lourdes L. Alvarez
-" Notary Public, State of Florida >
0` Commission No. CC 602087
'E'oc F`o�My Commission Exp. 11/18/2000 >
Bonded Through Fla. Notary Service & Bonding Co. >
NOTARY ,: BOND
lectrical
Ins. Co. /40 ire k
Date
Engineering
Date
TOTAL DUE
t,ey la yti 11:1Z
NOTICE OF COMMENCEMENT
PERMIT NO. 3. rJ• 5 • TAX FOLIO NO. r/ - ' -3 oU - 0/ - 5070 •
STATE OF FLORIDA:
COUNTY OF DADE: 98R357294 1993 JUL 22 10=34
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance :nth
Chapter 713. F1orlda Statutes. the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: 3 ?,?� N - /002 s-rst c eT • 1 q A • Si47,62, -5, . S313e'
3 fl D2 PIr oe /U -- 70 &c7T )1 &T rz. o�
dam - /6 ?- jve. t-_ 7-
2. Description of improvement R! ore. 6 t 1 YTT a j
3: Owner(s) name and address: A L e ( C Pt r2 \ cT1- •
333 N.E • /0G2 s' eel )' A • S c t 331
Interest in property: Own-) c f2 •
Name and address of fee simple titleholder:
4. Contractor's name and address: s- 'P4•P1 t I P Z Z 5700 Sin( /0 S r> lire e.
4 . ?/• 33/73.
0 i'l- r)fr,, ; %, cnti.!YY
Name and address: F") i < °: T G 1 c' - ti �is i; r G un cv ry r.$
5. Surety:(Payment bond required by owner from contractor, If any)
SIgmmW.Ot Owner (.l
Sworn to and subscribed before me this ? -13 day of
Notary Public
< 1t v P oe Lourdes L. Alvarez )
`. r i ¢ Notary Public, State of Florida
Q o` Commission No. CC 602037 j ores My Commission Exp. 11/18/2000
Bonded Through Fla. Notary Setviee Co. )
'` ?))))))) ))))))1l.Ms....,”),•)))))))j).W )))
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)
My Commission Expires:
Amount of bond \ ( ` IA, a ° t
6. Lender's name and address: N s! % r ! , r . t •i , i I • ' * f
• // k
•a y.
7. Persons within the State of Florida designated by Owner upon whom or•othwdQ ants may be served as provided
i. ,+v
by Section 713.13(1)(a)7.. Florida Statutes.
Name and address: f.►�
8. In addition to himseff. Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Sea
Lion 713.13(1)(b). Florida Statutes.
Name and address: N
.i4)1 e( A. Al i 11 r2 c Z
57C0 / / c e) te '
/4iA
11- 33
RESIDENCE; 333 N.E. 102 STREET
MIAMI SHORES FLA. 33138
FOLIO# 11-3206-013-5070
REF: ACCORDION INSTALLATION
TO BE INSTALLED
Mrs. Carlotas Residence
THREE 50" X 61" ACCORDIONS WHITE FINISH
TWO 91" X 61" ACCORDIONS WHITE FINISH
ONE 48" X 61" ACCORDION WHITE FINISH
TOTAL SQ. FT. 160 SQ,.FT.
TOTAL COST $2 9, 00 00
M TRa -DADE
PRODUCT CONTROL NOTICE
Hurst Awning Co., Inc.
5795 N.W. 36 Avenue
Miami
FL 33142
Your application for Product Approval of:
HT100 Accordion Extruded Aluminum Shutter (6063 -T6 Alloy)
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
Applicant, along with Drawing No. 96 -802, Sheets 1 thru 6 of 6, (For listing, see Section 8 by.
of this Notice ofAcceptance)
has been reconunended 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 Bu'
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it,is ckterminecLby Building Code Compliance Office that this
product or material fails to meet the tequireth nts of the Sciuth Florida Building Code. The expense of
such testing will be incurred by the nkanufa
Acceptance No.: 96- 1125.01
Expires :01 /1 0/3 0
THIS IS THE COVERSHEET,
Approved:01 /13/97
OF ACCEPTANCE
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
INTERNET: mdcc0l ®shadow.net
PRODUCT CONTROL SECTION
(305) 375-290
FAX (305) 372 -6339
Rau Ro guez
Product Control Supervisor
SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
RAL
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.
U
•
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
3. LIMITATIONS
3.1
3.2
3.3
3.3
Mum Design Pressure Rating
6, Drawing 96 -802.
-2
ACCEPTANCE NO.:
APPROVED
EXPIRES
1 :1 / I1. ;11
1:1 / . - : 1/ • 1
A 111 t:11-, 11 : /
• O 1 1- "I
'j 1 �'
13' -1" (157 ")
12'-4" (148 ")
and 12' -7" (151 ") respectively
Manue Perez, P.E. - Plans Ex, er II
Product Control Division
siallinialad291
hUUary 1 p
1. DESCRIPTION
1.1 This approves an aluminum accordion type shutter, designed to c
Building Code, 1994 Edition for Dade County, � °mP with the South Florida
as determined , 1 94 E 7 -88 h'. for the locations where the pressure requirements
exceed the Design Pressure Rating values iD'ne Design Loads
con ads for Buildings and Other Structures", do
Section 3. n 7 and within the limitations tares " do not
twined in
2. MATERIAL CHARACTERISTICS
2.1. Main blade is 6.5" center to center, 4.478" wide x .052" thick, constructed
approved drawing No. 96 -168, Sheet 1 of 6, using extruded aluminum alloy 06 633 -T6, - T6, h n
Y
used for the adapter slat and the other components shall be constructed using 6063 -T6 unless otherwise noted on the same which is also
2.2 Inside track sill blade drawing. mg extruded aluminum
pins shall be #10 x 3" Machine Screws manufactured from 410 stainless
steel with fluorocarbon coating and .460" x .050" thick stainless steel was
0.90" long nylon bushings and the inside track header blade pins shall be
Screws manufactured from 410 stainless steel e #10 x 3" Machine
her and a 3/8" diameter x
0.90" long nylon bushings with .870" diameter x .251" nylon space n ating and a 3/8" diameter x
blade. and a 3/8" diameter x 0.90" long nylon bushings. rand rollers at every fourth
The
shall be #10 x 2" Machine Screws manufactured from 410 18-
tside header and sill blade pins
coating and .460" x .050" thick stainless steel washer 8 stainless steel with fluorocarbon
2.3 Tested specimen:
Dimensions: (8)- 42" wide x 96" long overall (96" Blade length) 42" wide x 132" long overall (132" Blade length)
( 42" wide x 157" long overall (157" Blade length)
( 42" wide x 72" long overall (72" Blade length)
( 42" wide x 148" long overall (148" Blade length)
Shall be as shown on Table 2 and
and Corresponding Panel Span Schedule as shn T
on Sheet 5 of
. • Durst Awning Co.. Inc, ACCEPTANCE NO.:
APPROVED January Yia222
EXPIRES slannaallifflo
NOTICE OF ACCEPTANCE: SP,ECIFIC CONDITIONS
3.4 Special requirement:
3.3.1 A maximum clearance gap of 0.250" shall be provided between bottom of blade and top of
sill and top blade and bottom of header.
3.3.2 A T-Lock (placed facing outside or inside) is required to be installed in a single location not
to exceed 18" above or below from each end; or at midspan for all shutter applications and must
be activated during hurricane warning. See component part No. 14, sheet 1 of 6, Drawing No.
96 -802.
4. INSTALLATION
4.1. The panels shall be installed in the following conditions:
4.1.1 Wall Mounts;
(A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of
double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track
(Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of
this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then
anchored to the wall using approved tension anchors as shown on Section G "Wall Mounting
Installation ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control
approval stamp.
(B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double
rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3
), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this
Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored
to the wall using approved tension anchors as shown on Section L "Wall Mounting Installation ",
Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp.
4.1.2 Ceiling and Floor /Counter Top Mounts:
(A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of
double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with
Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12
screws spaced 6" o.c.; or Sill (Part 17) "Walkover Sill Track ", along the interior side and exterior
sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in
Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks
are then anchored to the ceiling and floor /counter using approved tension anchors as shown on
"Ceiling & Floor Mount Installation ", Section H, Sheet 3 of 6; and/or "Floor Mount Section ",
Section S, Sheet 5 of 6, Drawing No. 96 -802, bearing the Dade County Product Control approval
stamp.
- 2a-
// /,4.
Manuel ' erez, P.E. - Plans
Product Control Division
er II
. Hurst Awning Co., Inc, ACCEPTANCE NO.: 96- 1125.01
APPROVED • January 13,1997
EXPIRES : January 13, 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.5 Storm Panel Support Beam: Limited to a Maximum Design Pressure Rating of (±) 72
PSF
(A) (CONCRETE /MASONRY): The shutter and it's header and sill tracks are secured
to a continuous Aluminum Tube beam as listed in the "Alum. Beam & Shutter Schedule ", sheet 4
of 6 with #14 SMS screws spaced 12" o.c., the support beams are then attached to a pair of 2" x 3"
x 1/4" x 0' -6" long aluminum angles at each end with two (3) 1/4" diameter thru bolts, the end
angles are then anchored to the wall with approved anchors as shown on Details N and Q - "Top
Support Beam Detail and Bottom Support Beam Detail ", respectfully, Sheet 4 of 6; and/or "Floor
Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96-802, bearing the Dade County Product
Control approval stamp.
(B) (WOOD): NOT APPLICABLE
4.1.6 Any combination of the above,
4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of
only the anchors specified on drawing No. 96 -802, Sheets 1 thru 6 of 6.. Substitution of anchor
type or indicated embedment is unacceptable.
4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not
considered compatible shall be properly protected.
4.4 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 number, size and location, including height
above grade, of openings to receive shutters, and mean roof height and width of building.
6.1.3 Duplicate prints of approved drawing No. 96 -802, Sheets 1 thru 6 of 6, 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.
- 2d-
Manuel ' erez, P.E. - Plans E finer II
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (157" SPAN)
SATISFACTORY
CTC -96 -037
Max.
3 -3/4"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (96" SPAN)
SATISFACTORY
CTC -96 -024
Max.
2 -7/8"
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (132" SPAN)
SATISFACTORY
CTC -96 -024
Max.
3"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (96" SPAN)
-118.8 PSF
CTC - 96-024
-91.4 PSF
CTC-96 -024
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (96" SPAN)
+87.4 PSF
CTC -96 -024
+67.2 PSF
CTC -96 -024
•
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (96" SPAN)
+124.8 PSF
CTC -96 -024
+83.2 PSF
CTC - 96-024
(a) Design
.69"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (157" SPAN)
-57.2 PSF
CTC -96 -037
-38.1 PSF
CTC- 96-037
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 . NEGATIVE (148" SPAN)
-85.8 PSF
CTC - 96-037
-57.2 PSF
CTC- 96-037
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (96" SPAN)
-145.6 PSF
CTC - 96-024
-97.0 PSF
CTC -96-024
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (132" SPAN)
• -104.0 PSF
CTC -96 -024
-69.33 PSF
• CTC -96-024
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (72" SPAN)
-197.6 PSF
CTC -96 -024
-131.0 PSF
CTC -96 -024
DESIGN PRESSURE RATING:
See Maximum Design Pressure Rating Schedule, Sheet 5 of 6, Drawing No. 96-802
Hurst Awning Co., Inc. ACCEPTANCE NO.: 96- 1125.01
APPROVED : January 13, 1997
EXPIRES : January 13.2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED :
TESTS:
- 2e-
RESULTS:
Manue P rez, P.E. - Plans Ex
Product Control Division
er II
Hurst Awning Co.. Inc. ACCEPTANCE NO.: 96 - 1125.01
APPROVED : January 13, 1997
EXPIRES : January 13, 2000
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and
2.) Uniform Static Air Pressure Test Loading, per PA 202 -94
of extruded aluminum accordion shutter (157" span), prepared by Construction Testing
Corporation, Report No. 96 -037, dated August 16, 1996, signed and sealed by Yamil Kuri, P.E.
8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and
2.) Uniform Static Air Pressure Test Loading, per PA 202 -94
3.) Cyclic Wind Pressure Test, per PA 203 -94
of extruded aluminum accordion shutter, prepared by Construction Testing Corporation, Report
No. 96 -024, dated July 20, 1996, signed and sealed by Christopher G. Tyson, P.E.
8.2 Drawings:
8.2.1 Drawing No. 96 -802, "Hurst Awning Co., Inc. ", Sheets 1 thru 6 of 6, dated 07/23 /96, latest
revision No. 2, dated 10/10/96, prepared by Knezevich and Associates, Inc., signed and sealed by
V.J. Knezevich, P.E.
8.3 Material Certification:
8.3.1 Mill Certified Test Report issued by INDALEX, with chemical composition for aluminum
6063 -T6 alloy .
8.3.2 Tensile Test Report No. QCM No. 6FM -1556, prepared by QC Metallurgical, Inc., dated
06/24/1996.
8.4 Calculations:
8.4.1 Comparative Analysis and Anchor Analysis dated 06/18/96, Pages 1 through 28 of 28, and
pages 1 thru 2 of 2, dated 10/10/96 and pages 1 thru 5 of 5, dated 10/04/96, prepared by Knezevich
and Associates, Inc., signed and sealed by V.J. Knezevich, P.E.
- 2f-
Manu rez, P.E. - Plans E iner II
Product Control Division
• Hurst Awning Co.. Inc.
ACCEPTANCE NO.: 96- 1125.01
APPROVED : January 13. 1997
EXPIRES : January 13.2000
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.
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
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(0 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 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, C_;ter 36 of the South
Florida Building Code.
Manu
Perez, P.E. - Plans Ex er II
Product Control Division
END OF THIS ACCEPTANCE
-3-
• Hurst Awning Co., Inc.
- 2b-
ACCEPTANCE NO.: 96- 1125.01
APPROVED : January 13,1997
EXPIRES : January 13, 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
(B) (WOOD FRAMED)- Every fourth louver blade (Part 8) hangs from a set of double
rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill
Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12
screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade
(Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance,
that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and
floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation ",
Section M, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No.
96 -802, bearing the Dade County Product Control approval stamp.
4.1.3 g uilt -Out Condition;
(A) (CONCRETE /MASONRY):. Every fourth louver blade (Part 8) hangs from a set of
double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill
every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the
sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the
interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the
bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and
Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x
1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then
anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount
Section; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the
track of the Wall Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade
(Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance,
that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using
approved tension anchors as shown on Section J "Build Out Mount Section "; or every fourth
louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount
Header (Part 2) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill track
(Part 2) which are attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum
build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to two
(2) 2 "x 5 "x 1/8" aluminum build -out angles with two (2) 1/4"-20 bolts spaced 12" o.c. at the -
header and sill, which are then anchored to the wall using approved tension anchors as shown on
Section K "Build Out Mount Section ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade
County Product Control approval stamp.
Manue Perez, P.E. - Plans
Product Control Division
. • Ijurst Awning Co., Inc,
- 2c-
ACCEPTANCE NO.: 96- 1125.01
APPROVED : January 13,1997
EXPIRES : January 13, 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
(B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double
rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every
fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill
parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the
interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the
bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and
Sill tracks, these tracks are then attached to a 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x
1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then
anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount
Section; or the header and sill tracks are then attached to a continuous 1 "x 2 "x 0.05" or 1 "x 3"x
0.05" aluminum build -out tube with 1/4" diameter S.S. lag screws with 1 -1/2" penetration in to the
wall framing studs spaced 24" o.c. maximum or fastened to a continuous PT 2x6 wood ledger plate
with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood ledger is then anchored to
the wall studs with (2)1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as
shown on Section R - "Wall Mount Section ", Drawing No. 96 -802, Sheet No. 4 of 6, bearing the
Dade County Product Control approval stamp.
4.1.4 Pass Thru Window Mounts: Mounting condition limited to Maximum Storm Panel
Span of 9=8" (116") and a Maximum Design Pressure Rating of (f) 75 PSF
(A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of
double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track
(Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of
this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then
anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In
Concrete) ", as shown on Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County
Product Control approval stamp.
(B) (WOOD): Every fourth louver blade (Part 8) hangs from a set of double rollers that
glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every
louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of
Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the
wall using approved tension anchors as shown on Section P "Pass Thru Detail (In Wood) ", as
shown on Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control
approval stamp
Manue P ez, P.E. - Plans
Product Control Division
E
er II
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SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
AWNING COMPANY, INC.
JUNE 10, 1998
FRANK LUBIEN
Building Official
10050 N.E. 2nd AVENUE
MIAMI SHORES, FL. 33138
DearBIIILDING OFFICIAL,
HI -TECH ACCORDION
We are the Dade County Notice of Acceptance Holder for the SHUTTERS under
number 96- 1125.01
HI -TECH ACCORDION
This letter authorizes DANIEL A. ALVAREZ to use our SHUTTERS approved under
number96- 1125.01 to be used at the following job:
Sincerely,
5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142
PHONE: (305) 635 -0900 / 1- 800 - 327 -0905
FAX (305) 634 -9078
CARLOTA ANGEL
333 N.E. 102nd STREET
MIAMI SHORES, FL. 33138
Hurst Awning Company Inc.
Frank S. Cornelius Magali Garmendia
President or Executive Vice President
' This form must accompany the application for building permit and shall become part of
the permit documents.
2 The authorized signature must bear the raised corporate seal of the company holding the
Dade County Notice of Acceptance.
D: \PRODCNTL \PCLETTER \INFO \B LDGOFF\95SHUEXP.SAM