1210 NE 97 St (15)'0' '4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Job Address /c1/0 Alt ' 7S7Tax Folio
Legal Description Historically Designated: Yes p No `
Owner/Lessee / Tenant f/ / 24 4 L 7' / 6 /, A) Master Permit # Y / L� / k'
Owner's Address / / d //" E % 7 sr
Contracting Co. / S T >a 6 le/3:7? ,J Address /u a � ,g
Qualifier \ 6 S' 2 G A /e c/ 4 ss# 33 3 ckU
State # Municipal # Competency # 9 ()W.. s. Co.
Architect/Engineer /" /r 2 7'/c k, Address (/ /°16 J' , /4 D
Bonding Company
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
/.4 & ' /� ict) A c ct'o d 7",/e•
WORK DESCRIPTION
Square Ft. rte` 7 6
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 co
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor t. • w
'
lure of Con
ate
Signature
Not ' as to Owner and/or Condo Pr esid
My Commission Expires:
FEES: PERMIT
APPROVED:
Zoning
Mechanical
RADON
Building
C.C.F.
Address
Phone
Estimated Cost (value � 9.3 Q S
otary as to Contrac bi✓or
My Commission Expires:
NOTARY
Electrical
r- Builder
ce with all applicable
TOTAL DUE
Date
Plumbing Engineering
8-27-1997 11:01Am FROM
NOTICE OF COMMENCEMENT
A IX °ROW COPY MUST BE POSTED OM THE JOB SITE AT TIME OF FIRST INSPECTION
971322628 1997 JUL 2 10
TAX FOLIO NO. 11 31655= eel Gdn
PMrr NO.
STATE OF FLORIDA:
00UNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be and to certain teal
Chapter 713, Florida Statutes. the fonowin g information is proicidedist this Notice 01 CornmerFenteld.
1: Legal desoriptipn cd property and Maar address: _ - 1`
2. DesoripriOn iMprovement _
Interest in property:
5. Surety:(Payment bon required by over from convector, any)
Name and address:
Amount ot bond S
6. Lenders name and address:.
sticingoosav•-•••••V"
o-
7 2.
ZS
Name end address of fee gib titiehOlder
a „
1.4 ij
•
v, and in ecoordafte, with
• ; A. .J14Y5' • °ADE
1164 ietri CEI:r(PY 15.i: tft7. I; a Oro cis uf rt
■A frit . f 4
Expiration date at Notice of Commencement: (the mmiradon dam 1:51 year from the date ofl recordAg unless a
different date Is epecifiegg
P. 2
. •
.......... W .r..1 PCS ..% • " ... Art. nr ,,
y,;
-,..---,.----
R.1 V■N CLER K. •sr c ...... • ••• • r :2 - 1?!:".) C'?
■ .* P , .."`”
• 'Neki'0:1;:h/ . 0
7. Persons %Tiff* the Shan 01 flerida designated by Own upon whosti noses or other docalmaids may be served as provided
•
by Sea 713.13(1)4e7.„ Florida Slids/tes.
Name and address:
0.1n adstrion to timed. Owner designates the followirg person(s) to receive a copy of the Lienor's Maim as provided in
Section 713.13(10). Florida Same&
Name end address:
........■••■••■••••••
./•••••1•••
110 / A) Prep awild b GENE SAP IRO
Sworn to end subscribed before me this ih day or JULY . IS 97 . -.1111851Ca20114aleag-
- Addsess: 5660 NW 15....AVF
Notary PgIbric /'
Print Notary's Herne labry PstiSs, Stras of Wel
9,1* 1 to
My Commission Expires:
8 -27 -1997 11.01AM FROM
,aim r►tUm RE ^: rr I �PG2389
NOTICE OF CO 1E[N�IME;NT
•
° A RtECORDED'COPY ?OUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
� 9_ +� 322628 1997 JUL. 18 10:38
oERtArr r4i0. TAX FOLIO No. 11 3.265 � —Li ca " d 6
STATE OF FLORIDA
COUNTY OF DADE:
THE UNDERSIGNED hereby gives noece that improverneWle std be made to certain real properly, and in aceordenee
Chapter 71$, Florida Statutes. ttee information is provided in this Wive of Comnienventeftl.
- 169:,3MAM
1:1a1 description of property and Street address:
l Description etimprovement:
G mer(s) mane and address:
interest in property:
• Name a n d a u of tee fie. tideMo :
I C
4. Cor4rattots name and address: ' l 1 r.S f
emezvi
S. Surety 1Payment board required by owner horn conveyor, it my}
Name and address:
Amount of bond 3
6. Lender's. one arsd ;Adrsss
7: Permits *Ms the State ol Hotida dated by Owner tam whore Wises or other doeultrallts stay be served as provided
by $ewon 119.13(1 )(147..1 ROM; Statutes,
tame and address:
different date is )
Notary Public
Pry des
Cornfassion Expires: l9 fe
ik..t12
1210 NE 97th STREET M Z SHORES, FL
R
8.4n addition to himself. Oemer designates the Wowing person(s) to receive a copy ol the Limes Notice as provided in
$eC0oa 713.13(1)LD). Florida mutes.
Name end address:
t; ion date of tris MAW # noemard: (OD ri din date as ti year bare the dt1 et recorfew unless a
-
/
Airs • :• ntaara e d Ake A.)
Sammie and falbscribed Were tine els 9th day of JULY _ le 97
P Cate of De *
�.
ih
• 3:6.4:P.es!• :. • . . .e...u.: •• ..:a.i.
• :3
of OAOe cowry. FLORIDA
RECORO VERWED
HARVEY RUVIN
am* txgtcurr want' -
puma..
preAvd S FIR0
Address: 566 .g A
span
P. 1
SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
AUGUST 22, 1997
FRANK LUBIEN
Building Official
10050 NE 2ND AVE.
MIAMI SHORES, FL 33138
Dear MR. LUBIEN
HT100 ACCORDION EXTRUDED
We are the Dade County Notice of Acceptance Holder for the ALUM. SHUTTER under
number 96- 1125.01
HT100 ACCORDION EXTRUDED
This letter authorizes HURST CORPORATION to use our ALUM. SHUTTER approved under
number 96- 1125.01 to be used at the following job:
Sincerel ,
HURST
AWNING COMPANY, INC.
5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142
PHONE: (305) 635 -0900 / 1- 800 - 3270905
FAX (305) 634 -9078
ELIZABETH HOFFMAN
1210 NE 97th STREET
MIAMI SHORES, FL
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.
Z The authorized signature must bear the raised corporate seal of the company holding the
Dade County Notice of Acceptance.
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•
ion
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Hurst Awning Co., Inc.
5795 N.W. 36 Avenue
Miami FL 33142
Your application for Product Approval of .
HT100 Accordion Extruded Aluminum Shatter (6063 -T6 Alloy)
under Chapter 8 of the Metropolitan Dadc 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. 96402, Sheets 1 thru 6 of 6, (For listing, see Section 8
of this Notice ofAcceptance)
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 thc right to secure this product or material at anytime from a jobsite or manufactutrx'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 thc use of such product or material immediately. The
applicant shall re-evaluate this product or material should any ammendmeints 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 FloridaBuilding Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:96- 1125.01
Explres:01/13/00
Approved: 01/13/97
METROPOLITAN DADS COUNTY, FLORIDA
METRO - DADE FLAOLER BUI�Q
BUIU)INO CODE COMPLIA CE O ; CE
METRO DADS FLAGLER BUII DIQ
140 WE6T FLAOLEp
MIAMI. FLORIDA 33130 -1�
0 37 6 -2901
INTERNET. m O I
PRODUCT CONTROL SECTION
(305) 376-2902
FAX (305) 372 -6339
gucz
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADIITIONAL PAGES FOR SPECIFIC AND GENERAL,
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has begirt 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 Dadc County
► 1 V 11' 0 '
1. DESCRIPTION
1.1 This approves an aluminum accordion type shutter, designed t.6 comply with the South Florida
Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements
as detcxrhined 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. Main blade is 6.5" center to center, 4.478" wide x .052" thick, constructed as indicated on
approved drawing No. 96 -168, Sheet 1 of 6, using extruded aluminum alloy 6063-T6, which is also
used for `the adopter slat and the other components shall be constructed using extruded aluminum
alloy 6063 -T6 unless otherwise noted on the same drawing.
2.2 Inside track sill blade pins shall be #10 x 3" Machine Screws manufactured ued from 410 stainless
steel with fluorocarbon coating and :460" x . 050" thick stainless steel washer and a 3/8" diameter x
0.90" long nylon bushings and the inside track header blade pins shall be #10 x 3" Machine
Screws manufactured from 410 stainless steel with fluorocarbon coating and a 3/8" diameter x
0.90" long nylon bushings with .870" diameter x .251" nylon spacer and rollers at every fourth
blade. and a 3/8" diameter x 0.90" long nylon bushings. The outside header and sill blade pins
shall be #10 x 2" Machine Screws manufactured from 410 or 18-8 stainless steel with fluorocarbon
coating and .460" x . 050" thick stainless steel washer
2.3 Tasted specimen:
Dimensions: (8)- 42" wide x 96" long overall (96" Blade length)
(2)- 42" wide x 1132" long overall (132" Blade length)
(2)- 42" wide x 1157" long overall (157" Blade length)
(1)- 42" wide x 72" long overall (72" Blade length)
(1)- 42" wide x 148" long overall (148" Blade Icmgth)
3. LIMITATIONS
3.1 mcuiii�wn annwArnr. n�nn� I-1 I�e,r •�. r:..._ w ....a n r_ ns: 13' -1" (157 ")
3.2 Maximum allowable Blade Heig or Span fo d,D n ,�d n 1! a ti . 12'-4" (148 ")
and 12' -7" (151 ") respectively
• . a. I el ' 11. .1111 O. .. 1 .1.1 .41.1
33 Minimum separation between to be protected and shutter, be and
�IGr: as shown on Table 2
Maximum Design Pressure Rating and Corresponding Panel Span Schedule as shown on Shoot 5 of
6, Drawing 96 -802.
f %11 n o 1 I.1
2
ACCEPTANCE NO.: 261125 O1
APPROVED
EXPIRES : Januanwasu
• • sow 7ONDTTIONS
Man= (Pcrez, P.E. - Plans
Product Control Division
ACCEPTANCE NO.: 2.1125 01
APPROVED :
EXPIRES
Jannami &non
NOTICE, OF A(` E IAN E SPF ( ONS
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. Sce component part No. 114, sheet 1 of 6, Drawing No.
96 -802.
4. INSTALLATION
4.1: The panels shai 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 lower 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 "Wall Mounting
Installation ", Drawing No. 96 -802, Shed No. 3 of 6, boring the Dade County roduc t 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 thou 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 Cciling and Floor/Couj,ter Tp,p MRtmtq:
(A) (CONCRETE /MASONRY): Evcty 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 are attached to each other of 3/16" din pop rivets or #12
screws spaced 6" o.c.; or Sill (Part 1//) "Wallcover Sill Track", along the interior side and exterior
sides of the tracks. Each louver Made (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
1. "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-
Manuel ' crez, P.E. - Plans
Product Control Division
- 2b-
ACCEPTrANwE NO.:
APPROVED
EXPIRES
Manuc Perez, P.E. - Plans
Product Control Division
danuen
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
(B) (WOOD FRAMED). Every fourth louver blade (Part 8) hangs from a act 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 o #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 ailing and
floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation"
Section M, Shoot 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 Bui_1t -Out rndition•
(A) (CONCRETE /MASONRY): Every fburth louver blade (Part 8) hangs from a set of
double rollers that glide on the track of the Ceiling Mount Header (Part 1) at tho 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" oc,, along•thc
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"xJ/8" or 2N 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.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 Mottnt 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 headand 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 $ "x 1/8" or 2"x S"x 1/8" aluminum
build -out angles with 1/4 " -20 bolts •.' 12" o.c., these build -out angles are then anchored to two
(2) 2"x 5"x 1/8" aluminum build -o ' angles with two (2) 1/4"-20 bolts spaced 12" o.c. at the .
header and sill, Which am then anhored to the wall using approved tension anchors as shown on
Section K "Build Out Mount Section ", Drawing No. 96 -802, Sheet No. 1 of 6, bearing the Dade
County Product Control approval stamp.
ti
A wnlne C_n_, Inc, ACCEPTANCE NO.: 51141
APPROVED : Janliai,13_ 1947
EXPIRES Jannary tlz_on
NOTICE OF A .CEP TA1�l(`F• SPR'C WIC r" ONDm0NS
(B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a sat 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 51 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 aro then
anchored to the wall using approved tension anchors as shown on Section 1- "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 lodger plate
with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood lodger 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 Think Window Mnupts: 'Vaunting condition llrotted to Afaxllnujn Storm Pond
i n / I n I i U •.. %f. •/ 14 . , i I
V,
sot 1 a
(it) (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 aro then
anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In
Concreto)", 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 p and the bottom as described in Secxion 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 anch 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
d
- 2c-
Manuc P, P.E. - Plans
Product Control Division
- 2d-
ACCEPTANCE NO.:
APPROVED
Jenserv�
EXPU ES : ,I num 1 4
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.5 Slorta.ftnelBupooraitam Limited to a Maximum Design Pressure Rating ofiett 72
ESE
(A) (CONCRETE /MASONRY): The shutter and it's header and sill tracks arc secured
to a continuous Aluminum Tube beam u 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 cad
angles arc 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 ±rbovc.
41 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 manufactuft?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 selected for the proposed installation.
6.2 The Building Official shall ensure the adequacy of shutter to mcct the pressure requirement of the
opening in which it is to be installed.
Manuel crez, P.E. - Plans
Product Control Division
TEST
TEST LOAD
DES LOAD
LARGE ILB IMPACT TEST
SFBC PA 201-94 (1S7' SPAN)
SATISFACTORY
cw-96 -037
_
LARGE MISSILE IMPACT TEST
SFBC PA 201-94 (96- SPAN)
-- . —�
SATISFACTORY
CTC-96-024
2.7/8'
LARGE MISSILE IMPACT TEST
SFBC PA 201.9`4 (132- SPAN)
SATISFACTORY
CTG96 -0124
'—
Max.
CYCLIC. WIND PRESSURE TEST
SFBC PA 203.94 NEGATIVE (96' SPAN)
-1181 PSF
CTC-96-024
-9I.4 PSF
CC
CYCLIC WIND PRESSURE TEST
SFBC PA 203-94 -POSITIVE (96- SPAN)
+87.4 PSF
CTC-96 -024
+672 PP'
CTC-96-024 •
. '
UNIFORM STATIC AIR PRESSURE TEST •
SFBC PA 2022 -94 POSITIVE (96• SPAN)
+1241 PSF
CTC-96-024
+83.2 PSF
arc
@ Design
.69"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 20294 NEGATIVE (IS7' SPAN)
-57.2 PSF
C n,96,O37
. -38.1 - PSF
0 037
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202-94 • NEGATIVE (148' SPAN)
-853 PSF -572 PSI
C1 C-96.037
CTC-96-037
UNIFORM STATIC AIR PRUSSURB TEST •
SFBC PA 20,-94 NEGATIVE . (96' SPAN)
-145.6 PSF
CTC-96 -024
-97.0 PSF
CT -96.024
UNIFORM STATIC AIR PRESSURE TEST
-
SFBC PA 202-94 NEGATIVE (13r SP
- -104.0 PSF
-024 =_
-69.33 PSF
C
CTC-96-024
..
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202-94 NEGATIVE (7? SPAN) •
-197.6 PSF
CTC-96.024
• 131.0 PSF
CTC-96-024
7. TESTS PERFORMED :
ESIGN :P Jt ESSURE RATING:
NOTICE OF AC4 EPTANCE: SPECIFIC CONDTI7ONR
ACCEPTANCE NO.:
APPROVED
EXPIRES . sianyly_1ajja
-See 1 f. 1mnm Deign Prcunre Rating Schedule, Sheet 5 of i6, Drawing No. 96-802
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Manuc P P.E. - Plans
Product Control Division
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=ICE 01? ACCF.PTANCE: STAT•f0ARD CONDITIONS
8. EVIDENCE SUBMITT'ED
8.1 Tests:
8.1.1 Test report on: 1.) Largo Missile Impact Tcst.per.PA 201-94,.and
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• 2.) Uniform Static Air Piessuro Test Loading, pa PA 202-94
ofcctruded alma/limn accordion shutter. (Isr van),pripared by Construction Testing
Corporation, Report No. 96-037, dated August 14 1996, signed and scaled by Yamil Knri, P.E.
8.1.2 Test motion: 1.) Largo Missile Impact Test, per PA 201-94, and
2.) Unifonii Static Air Pressite Test Loading. per PA 202-94
3.) Cyclic Wind Pressure Tesf; per PA 203-94
of actinded aluminum accordion preParedby Construction Testiug Corporition, Report
No. 96-024, dateditily 20, 1996, signed and sealed by Christopher O. Tyson, P.B.
8.2 Drawings:
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8.2.1 Drawing No. 96402, "Hurst Awning Co., Inc.", Sheets 1 thru 6 of 6, dated 07/23/96, latest
revision No. 2, dated 10/10194 prepared by 1Cnezevich and Associates, Inc., signed and sealed by
Knezevich, P.B.
8.3 Material Certification:
8:3.1 Mill Catified Test Report issued by INDALEX, with chemical composition for aluminum
6063 ago); .
8.3.2 Tensile Test Report No. QCM No. 6FM-I 556,-prepared by QC Metallurgical, Inc., dated
0&24/1996. •
8.4 Calculations:
8.4.1 Comparative Analysis and Anchor Analysis dated 06/18196, Pages 1 through 28 of 22, and
, pages 1 thr412 of2,.dated 10/10/96 pd pages 1 thru 5 of 5, 10/04/96, prepared by Knezevich
Signed and sealed by VJ. Knezevicb, P.E.
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AcCEPTANCE .24250
APPROVED
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EXPIRES
P.E. - Plans
Product Control Division
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APPROVED : Jan to li +oe-,
EXPIRES
it . .IS • s OLa .t )ITION3
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
submitted documents, including test supporting data, engineering documents, are no older than °oriengineering
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
t following statanent: `Dade County Product Control Approval', or as specifically stated in the specific conditions of
his 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) lithe Acceptance holder has not complied with all the requlramcnts 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 uct or
P� process shall autoanadealty be cause
for termination of this
Acceptance, unless prior written approval has beat requested (through the filing of a revision
application with appropriate fee) and grunted by this office.
S. 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 entlrcty.
7. A copy of this Acceptance as well as approved drawings and other docdn)cnts, where it applies, shall be provided to
the use by the manufacture- or its distributors and shall be available for irtspocnon 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 I, 2, 2(a) through 2(e, and this last page 3.
10. Unless specifically Indicated in the Acceptl� nee (approval), this unit is approved as a single unit Installation. For
multiple hutallation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
1 1. `. Tho spach g of fasteners at window Oh shall be as tasted. Tito spacing of fasteners in all other parts of the fame,
shall be as tested, but In no use shall exceed 24` on center. The first fastener shall be located at a maximum 01'6"
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 pier shall be used for anchoring. See section four (4) of this
approval for sizes of fasteners used in testing.
12. Hardware foe all windows and doors shall conform to Security and Forced Entry Prevention, cr 36 of the South
Florida Building Code.
Menu I Pcrez, P.E. - Plaru
Product Control Division
END OF THIS ACCEPTANCE
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