WS-16-2976 Permit NO. WS-11-16-2976
�syyORbsy� Miami Shores Village Permit Type:Windows/Shutters
iM N.E.2nd Avenue NW
""'�" Miami
Shores,FL 33138-0000 Per itvorkClassification:Window/Door Replaeem
Phone: (305)795-2204 Permit Status:APPROVED
`
FCORiDp`
Issue Date: 11/1/2016 Expiration: 04/30/2017
Project Address Parcel Number Applicant
13 NW 108 Street 1121360110310 READ HOLDINGS LLC
Miami Shores, FL 33168-4311 Block: Lot:
Owner Information Address Phone Cell
READ HOLDINGS LLC 3850 BIRD Road
MIAMI FL 33146-
3850 BIRD Road
MIAMI FL 33146-
Contractor(s) Phone Cell Phone Valuation: $ 5,000.00
M S GENERAL CONTRACTORS INC (305)970-8772
Total Sq Feet: 0
Type of Work: 14 windows and 3 doors Available Inspections:
No of Openings: 17 Inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.00
Invoice# WS-11-16-61862
DBPR Fee $4.05 11/01/2016 Credit Card $295.10 $0.00
DCA Fee $4.05
Education Surcharge $1.00
Permit Fee $270.00
Scanning:Fee $9.00
Technology Fee $4.00
Total: $295.10
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict Aonformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this mit I ass m r sponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for E C RI A L M ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AF DA I I c rti th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an o i u e o ,I authorize the above-named contractor to do the work stated.
3 �
November 01, 2016
Autho i u w r / Applicant / Contractor / Agent Date
Building Depart i nt Copy
November 01,2016 1
Miami Shores Village
b��1 2018 I
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201`1
BUILDING Master Permit No.RC15-1928
PERMIT APPLICATION Sub Permit No.W 1O — 7-e" k
*BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 13 NW 108 St
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: is the Building Historically Designated:Yes NO X
Occupancy Type: res Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):Read Holdings Phone#:
Address:3850 BIRD ROAD, SUITE 600
City: Miami State: FL Zip: 33146
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: MS General Contractors Phone#:
Address: 12399 SW 123rd Path
City: Miami State: FL Zip: 33186
Qualifier Name: Miguel Sanfiel Phone#: 305-970-8772
State Certification or Registration#: CGC 1519120 Certificate of Competency#:
DESIGNER:Architect/Engineer: Juan Palacios Phone#:
Address: City: State: Zip:
i
Value of Work for this Permit:$ v(/ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Window NOA 5UgMI—r J Ac_
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ •� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 9QJ, 10
(Revised02/24/2014)
Bonding Company's Name(if applicable) AJIL
Bonding Company's AddressIA .
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reins ection fee will be charged.
Signa re Signature
OW ER or AGENT CON ACTOR
The foregoing instrument was acknowled before me this The foregoing ins ument w acknowleded before me this
day of � 120 , by /�daykm�
� ,20by
WL—
who is personally known t who is personally known,
me or who has produced as me or who has produced S t I "��1(�' Lias
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLI : rr NOTARY PUBLIC:
i
IN 0000SOM 0 FF 1189MM9
EIfPIREB:Jrnulry 1,EDI!
Sign: Sign:
Print: 1 O1 4 CW-6L Cts( Print:�l YVI q r a. A J I Q it
Seal: Seal:
MV COMWsioN FF 196916
EXPIRES:January 1,2019
Fa Bonded lhru Note Pubk Und
APPROVED BY ' �` Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
M A SDE OCT 2 7 2016 MIAMI—DADE COUNTY
Rem— P DUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RE 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
Cury-A-Tech Corporation
930 W.231 Street
Hialeah,FL 33010
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11925"Aluminum Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. W07.104, titled "Series 925 Alum. Single Hung Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 12/13/07, with revision C dated 07/13/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this•dntti'd 110p ll:bg ptlivided to the user by the manufacturer or its
distributors and shall be available€or itW+erA@*nZttkho job'site at the request of the Building Official.
This NOA revises NOA No. 12-9567. 4,anld;onsl'stgo;tlris page 1 and evidence pages E-1 and E-2,as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Pera4P.E.
• •• •• NOA No.15-0409.15
MIAMI•DADE COUNTY ' "' ' • • Expiration Date: February 14,2018
C Approval Date: July 23,2015
Page 1
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
i
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08.0107.03)
2. Drawing No. W07-104, titled "Series 925 Alum. Single Hung Wdw. (L.M.I.)", sheets
1 through 5 of 5, dated 12/13/07, with revision C dated 07/13/15, prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series S-925 aluminum
single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report
No. FTL-5412,dated 12/03/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA##08-0107.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 03/20/15 and 07/13/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)
for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
... ... ... anue P rez,P.E.
Product Cont ro xaminer
• • :. NOA No. 15-0409.15
Expiration Date: February 14,2018
Approval Date: July 23,2015
. . . . . . . . . .
... . .
0 9% . .
Cury-A-Tech Coraoration
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51' Edition (2014) and of no
financial interest, dated March 3, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. FTL-5412, issued by Fenestration
Testing Laboratory, Inc., dated 12/07/07, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 08-0107.03)
G. OTHERS
1. Notice of Acceptance No. 12-0507.04, issued to Cury A Tech Corporation for their
Series "925" Aluminum Single Hung Window - L.M.I., approved on 08/02/12 and
expiring on 02%14/18.
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• ••• ••• Manuel eYCZ, .E.
• • • • • • Product Contr Exa finer
•• • NOA No. IS--0409.15
. .. . . . . . ..
Expiration Date: February 14,2018
Approval Date: July 23,2015
. . . . • • . . .. •
. .. .• . . . •. ..
..• . . • •.. . .
u
WINDOW WIDTH r no
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SERIES 'A•S"ALDMINUM SINGLE HUNG WINDOW TYPICAL ELEVATION 0
1 OVER 1
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE TESTED UNIT
COMBINATIONS OF S.H/S.H. OR SINGLE HUNG WITH OTHER tU
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN. o S
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 4 0 0
WILL APPLY TO ENTIRE SYSTEM. ''"N
U w w
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS u a
I
SHOWN ON SHEET 2.
i
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEV VV
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 2
HURRICANE ZONE (HVHZ). E o
i0<m
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. o
LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS -i
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED Enyr: 41VAD AHMAD
CML
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE bo"IPIymB with the Floldn FL.PE/70592
NOT PART OF THIS APPROVAL. :B.iwI NCD& CA. 3538 g.
Accm'Lg m No — ;
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Intloq Due
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. By 'Y1 drowin ono.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �N11r1 ekProduncon J 42015 v
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THETHIS AIS NOT VALID Uf CORPORATE SEAL W07-104!
REQUIREMENTS OF THE FLORIDA BUILDING CODE. OF CURV-A-TECH CORPORATION ANDA LABEL AFFIXED.
sheet 1 of $)
CURV A-TECH CORPORATION
HIALEAH,FLORIDA. (305)888-9631
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED
SERIES"925"ALUMINUM SINGLE HUNG WINDOW-L.M.I.
EQUAL LITES WINDOWS UNEQUAL LITES (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3
WINDOW JAMB WITH JAMB WITHOUT , WINDOW JAMB WITH JAMB WITHOUT =rz
DIMENSIONS SHEAR CLIPS SHEAR CLIPS DIMENSIONS SHEAR CLIPS SHEAR CLIPS '!r 05 Z i
WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) _ WIDTH HEIGHT EXT. (+) INT. (-) EXU.(+) INT.
19-1/8' 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0__ Q
26-1/2" 70.0 70.0 70.0 70.0 26-1/2'" 70.0 70.0 70.0 70.0 1' 6 Z
26" 50-5/8' ° ° u
37" 70.0 70.0 70.0 70.0 37" 70.0 70.0 70.0 70.0
42" 70.0 70.0 70.0 70.0 1 W 42" 70.0 70.0 70.0 70.0
53-1/8 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0
19-1/8" 70.0_ 70.0 70.0 70.0 53-1/8 70.0 70.0 69.0 69.0 V Q M
26-1/2' 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 Cf 0 0)
3a-3/8' 0 a
37" 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 () I`G
42" 70.0 70.0 70.0 70.0 37" 58' 70.0 70.0 70.0 70.0 1%•�Ir
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53-1/8 70.0 70.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 Q w y c
19-1/8" 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0
26-1/2" 50-5/8" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0
37" 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 0
42" 70.0 70.0 70.0 70.0 37• 63' 70.0 70.0 70.0 70.0 m
53-1/8 70.0 70.0 64.5 64.5 42' 70.0 70.0 70.0 70.0
19-18 a'
/ 0
" • • 10.0 70.0 70.0 70.0 19-1/B" 70.0 70.0 70.0 70.0 0 m
• 76.1,'2" • 70.0 • 70.5• 70.0 70.0 26-1/2" 74-1/4' 70.0 70.0 70.0 70.0 3' m
a
370 ••• io.0 •70.0 , 70.0 70.0 0 n
• •♦2• • 070.0 70.0 0 69.6 69.6 = K
53-1/8 70.0 • :0.0 • 59.3 59.3 w 0
• ♦1/8' 70.000 0
70.0 70.0 Z
26-1/2' ••, 70.0 •}0.0•• 70.0 70.0 _r�o
•31" •• ••70.0 .avo 70.0 70.0 r'X
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04••4!" 00 070.0 0.0 67.0 67.0 1/8-H.S. CUSS
53-.1/8 • •70.0 o 70.0 , 56.6 56.6
••
019-x/8' 70.0 70.0 70.0 .090" Interloyer
• Sa(lex Clear And Color Class w
26 /2' • 70.0 •Ia"• 70.0 70.0 By 'Eastman Chemical CO.' w 0 M
74-1 4 to U rn S
•� ••�• 1•:• 70.0 , 70.0 70.0
42" 00070.0 70.0 63.1 63.1
1/8'H.S.GLASS• ,70.0 52.5 52.5 SILICONE
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GLASS CAPACITIES ON THIS SHEET ARE S a
PRODUCT REVISED
BASED ON ASTM E1300-09 (3 SEC. GUSTS)wcomplyingwidi"Floddis AA O
AND FLORIDA BUILDING COMMISSION DuildingCode `r? .4
DECLARATORY STATEMENT DCA05-DEC-219 A�'aB1C0I p 6� drawing no.
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• •••• • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
••• •••• 11 AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3
• ••• •••• •
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• •• 4• SEALANT: THRU 1 BY BUCKS INTO CONC. OR MASONRY =uj OOf
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• •••F •• •• VENT CORNER SEAMS AND FIXED MEETING RAIL AT END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) h = o
•••_ • • 9 5 SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. U W Ml e
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••• OR EQUIVALENT DIRECTLY INTO CONC. OR MASONRY n m
•••m •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) n m
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$ • �• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
•
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• • I I B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) w laJ
•• ••• �" • V••• INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) '�'' 0)
W•••• rn Urnx
• INTO METAL STRUCTURES D
• x•••46
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
•• Pee* W O • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
• •• 0• r it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) G
W e08
� TYPICAL EDGE DISTANCE �€ry
iINTO CONCRETE AND MASONRY = 2-1/2" MIN. g W P
1 INTO WOOD STRUCTURE = 1" MIN. -
INTO METAL STRUCTURE = 3/4" MIN. d=a a
1/2' X 5/8'X 3' 6 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
OPENCELL FOAM PAD- I
AT EACH VEEP SLOT I CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. ..
113 2 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. c u
mo^g �
3/16' % 1 3/4'
VEEP SLOTS
AT EACH END ut
Eng,:JAVAO AHMAD o
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\ PRODUCT REVISED AN.35J8 •
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TYPICAL ANCHORS .TYPIC&ANCHORS I , � dowing noSEE SPAC SOY SPACI . �—=,3 -f
FOR SPACING "FOR SPACINGEDGE DIST. EDGE DIST. NNil .) L, ld.2015 W07-104
[sheet 3 of 5)
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OR VENT WIDTH SEE ELEV. f�
D STRUCT FOR SPACING 0
17 8 10 1B TYPICAL ANCHORS
• • SEE ELEV. J m
• • 2' " FOR SPACING m
Z
• 0000 • • ____ I3 2 W
__ _ _ __-__.____
3
• W0•• 12 - IZ o
• 0000 WF;
•�s • --__--_ -- - __------- - -
.1,1/4' WN _
• • • • ---- ------ - - - - - --- - rz G FF
J O W
w z U W O
• •••• •• > < N = O
•01• • •• • • •oe
V X10 m
• • TYPICAL ANCHORS •••••0 3 v Wv 1
•••• SEE d)WV. • EXTERIOR _ „ METAL d n
FOR*PACIN% • •••••• STRUCTURE N Q N
•••••• • •• •••0 D.L. OPG. 3 n
• • 0 •0.000 �MQJ
000000 0009 ••••0• WINDOW WIDTH Vl U OI S r
• • O
• 0000 • ••
0 0 APPROVED
COUNTY = _
APPROVED MUWON TYPICAL ANCHORS
&MULLION ANCHORS SEE ELEV
SEE SEPARATE NOA FOR SPACINGL «
o yy�}
I N V
41 0
O O
> 0,0,0
oI
C
0
Eng,.JAVAO AHMAD r� •1
WINDOW WIDTH WINDOW WIDTH CML f
-- FIA PE/ 0592 n
C.A.N.3
PROWCPREMED s B
.as�mPb'Nll wtUl rEe FlorlAa a 'y �
Eudding Code
A�irw9lbn Datc �O� Browing no.
W07-104
IE.1 am' do lY a on rol JUL
I— z.oso--
ITEM / PART/ RECD. DESCRIPTION REMARKS � V
.062 1 13202 1 FRAME HEAD 6063-T6(ALUM)
1.250 2 13203 1 FRAME SILL 6063-T6(ALUM) o
3 13204 2 FRAME JAMB 6063-T6(ALUM) z j
4 IJZOS 1 MEETING RAIL 6063-T6(ALUM) a
1� W
FRAME HEAD 5 13405 1 SASH TOP RAIL 6063-T6(ALUM) a o.
O 6063-T6 9 6 13404 1 SASH BOTTOM RAIL 6063-T6(ALUM) O O q v
--7T'' 8 13208 2 SASH SIDE RAIL 6063-T5(ALUM)
I 9 - 14 ASSEMBLY SCREWS 8 X 1'P.H.PHILIPS CRS a'FO. li
062- I 10 C-3085 4/VENT FACE GUIDES 2/SIDE NYLON 0 O n
1. 94 1'594 11 ZAMAK 2/VENT SASH LATCH AT 6-1/4'FROM ENDS - a '
12 3017-G AS REDD. FlN SEAL PILE - ()RE Q O
( 13 C-3011 AS REDD. WEATHER STRIP BULB VINYL - C d N
J1,046 Li 14 - AS REDD. SILICONE BACK BEDDING OH 10 SEALANT OR EQUAL Q 3 N
15 - AS REDD. GLAZING BEAD ROLL FORMED ALUM. .LL.1 z N
MEETING RAIL 16 - 2 BLOCK k TACKLE BALANCE (100
O 6063-T6 17 - AS REDD. SHEAR CLIP,3'LONG AT ANCHOR LOCATIONS 6063-T6(ALUM) Q W e+f I
18 - AS REDD. SETTING BLOCKS EPOM,DUROMETER 8015 SHORE A ��
989� i —
e
• I 1
• 1.062 • • 0
• • •• •��1 00 • •0
• • 9 ?' o
o
• ••f• • •• (2 n
• • = D
• 1.312 • t • • I �
0000•• w 0
• • ••SASH T� U
RAIL O p
5 6063OT6• •• ••
z w
• • 1.624 •0.00• w�Me
•f0! •• • 0000 I N�m
` • m a
• •••s 0000 w �3�
• • 0
1.600 0000••
t •1�?0 %6Z • 0 M1 a
• • 0000••
Urnx �
• • o
••a•00 .812 0 • • •
0.0000 • •
OSASH BOTIbM RAllt � �'�'
6 6063-T6 943 O i
zoo I 0 R R
.062 .o62J 3 S
2.173
ILL.1
17 SHEAR CLIP .. r
�— 6063-T6 01
.750
'" 885
r i < m�
1.,26
�2.06z VENT CORNER DETAIL
O063-75 .062 1'0,14 9 Engr.JAVA0 AHMAD •0 0
1.062 d1�170592
2.000
FIA PE
PRODUCT REVISED CA.N 3536
PlyU*wOh the Flodde ..
.06 .842 - FRAME CORNER DETAIL Ruilding Code g Y g
����IIIIII I A—pt—No O
2.062--J im DBto
Browing no.
O SASH SIDE RAIL /` FRAME TAMS M By W07-104
v MieoJ a odua Cbdrol
Q 2��5 sheet_5.01 5
M IAM I•DADE MIAMI—DADE COUNTY
1® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Cury-A-Tech Corporation
930 W.23"Street
Hialeah,FL 33010
'SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approve(] as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "940" Aluminum Horizontal Rolling Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw.
(LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by A]-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of tris ItUi t NODI-sill;bF provided to the user by the manufacturer- or its
distributors and shall be availalbilg forj�rVer inhtjhj jotssite at the request of the Building Official.
This NOA revises NOA No.•1.2-0x415.11'And'con'sisIs of this page 1 and evidence pages E-1 and &.2, as
well as approval document mentioned above.
The submitted docunrentatiorrt wae•reviewed b�*11auyel•Pel2A,P.E.
• NOA No. 15-0409.14
MIAMI-DADE COUNTYM Expiration Date: September 27,2017
J )! Approval Date: July 23,2015
. �Of �. ... Page 1
. . . . . . . . . .
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
B.
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 07-0813.08)
2. Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw. (LMI.)",
sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by
Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E.
C. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a horizontal rolling
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitter)under NOA# 07-0813.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5r11
Edition (2014), dated 02/26/15 and 07/13/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahruad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc.
dba Glasslam for their "Glasslam Safety-Plus II Glass Interlayer" dated 10/03/13,
expiring on 08/07/18.
3. Notice of Accipt j%ce•1�o. X14 A9a6.jj issued to Kuraray America, Inc. for their
"SentryGlas:0 (Cl(Zar'fand '.V6i&):Glass Interlayers" dated 06/25/15, expiring on
07/04/18. • • • • •.. ••• • • .f
• ••� ••• ••• anue a z,P.E.
. .
• Product Contr aminer
• NOA No. 15-0409.14
"• ••• Expiration Date: September 27,2017
Approval Date: July 23,2015
• • • • • • SIJ
••• • • • ••• • •
Cury--A--Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5`h Edition (2014) and of no
financial interest, dated February 17, 2015, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-5262, dated 07/17/07, issued
by Fenestration Testing Laboratory, Inc.,signed and sealed by Carlos S. Rionda, P.E.
(Submitted NOA No. 07-0813.08)
G. OTHERS
1. Notice of Acceptance No. 12-0416.11, issued to Cury-A Tec Corporation for their
Series "940" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/19/12
and expiring on 09/27/17.
.. ... . . . . . ..
• ..
..' ..: •.: •.• : : ..
• 00: •00 Mailu er 4P.E.
...
Product Cont• 1 + amines
. .
.. NOA No. 15-0409.14
.. ••• Expiration Date: September 27,2017
Approval Date: July 23,2015
. •. .: ••• .:. • •
DESIGN LOAD CAPACITY-PSF(XO OR OX SIZES) �U u
6" MAX. TYP. 4" 13'MAX. WITHOUT WITH
HEAD/SILL q HEAD HEAD/SILL FALSE MUNTINS WINDOW DIMS. SHEAR CLIP SHEAR CMP o
CORNERS SILL OPTIONAL FACE APPLIED WIDTH HEIGHT EXI.(+) INT.(-) EXT.(4) INT.(-) Z F
26-1/2' 70.0 70.0 70.0 70.00 W a
37" 70.0 70.0 70.0 70.0 W
53-I/8' 26'
E
70.0 70.0 70.0 70.0 IL a
C i i 74' 70.0 70.0 70.0 70.0 O-1 ro
• - u u 26-1/2" 70.0 70.0 70.0 70.0 a
--
37" 70.0 70.0 70.0 70.0 O
F
53-1/8" 70.0 70.0 70.0 ( 70.0 Oj I`
n x i n o I ° Ni \.3 74" 70.0 70.0 70.0 I 70.0 0'wo W>m o
n o N Z J '�'I/ l lout 26-1/2" 70.0 70.0 70.0 70.0 0 6 Q 0 N
z "' o II._ m 37" 70.0 70.0 70.0 70.0 0°6
c _ -
50 03 M
-5/8" O
••• ______,11______ --____ii" 53-1/8' 68.7 68.7 70.0 70.0
• • •• • ••• l 74" 58.7 I 58.7 70.0 70.0 LUN:m
• Doe* • 07 07•n Lg1 0 26-I/2" 70.0 70.0 70.0 70.0 J 0 co Q j
• `y NN
•••••• `Z I 37' 65.5 65.5 70.0 70.0 Q W ei f f
• •
• •••d • �_•- _ 53-1/8 63 49.7 ' 49.7 70.0 70.0 �-- - -�
ill
- r•"t ,- 74' 40.4 1 40.4 70.0 70.0 I `
.. .. 1593
w 24' 70.0 70.0 70.0 70.0 J Z 1
•••• P-.
33 15/16" 036" 70070.070.0 70+0 I- OD.L. OPG_ D.L. OPG. u 48' 24" 70.0 70.0 70.0 70.0•0761 37 1/86 I 60" 70.0 1 70.0 70.0 70.0
• • •
07 • 07 •• A•i 15TH I 72- 7a.o 70.0 J0.0 JO.o I I D_ a
••61.07: 07 •61.07•• 74' 1 24" 70.0 70.0 70.0 70.0 I a I O
• -• 36" 70.0 I 70.0 70.0 70.0 p U w O
••••••WINDO'N WIDTH
•076107•
000*** 48" 36" 70.0 70.0 70.0 70.0 2mO
• •••• • •• 60" 70.0 70.0 70.0 70.0 W M m
• • • T}PICAL ELEVATION I a 1 r
:000*
• -�- 1/a' H.S. cuss n" 70.0 70.0 70.0 70.0 3 I
•0 0•07 61 TESTED UNIT 24" 70.0 70.0 70.0 70.0 0 'Q N
•••••• .090"Interlayer - - ,? ) .Z,
• • I Sallex Cloor And Color Glass 36" 70.0 l 70.0 70.0 70.0 >ii
By 'Eoslman Chemical Co.' "
OR 48 48" 70.0 70.0 70.0 70.0
0.90"Interlayer 60' 70.0 -I 70.0 70.0 70.0 I U m 2 r
- Glosslom Solely-Pias II 77" 65.4 l 65.4 70.0 70.0 C•_--
By'Polymer Extrusion Technology, Inc.'
OR 24" 70.0 j 70.0 70.0 70.0
9FRIGS_940 .090"Interlayer 36" 70.0 70.0 70.0 70.0 j
OPTIONAL DuPont SentryGlos 48" 60" 57.2 57.2 70.0 70.0 `�1
ALUMINUM_HORIZONTAL SLIDING WINDOW NON STRUCTURAL By Kuraray Americo, Inc.' _
GLAZING CHANNEL 60" 49.2 49.2 70.0 70.0
APPROVAL APPLIES TO SINGLE UNITS OR S10E BY SIDE SILICONE APPLIED 1/E" H.S. GLASS 72' 44,3 a4.3 7a.o 70.0 `o_
COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER olio p
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONEc
MIAMI COUNTY APPROVED MULLIONS IN BETWEEN. OPTIONAL DOW CORNING 995 NOT£: u hI a I
GLASS CAPACITIES ON THIS SHEET ARE
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ROLL FORMED
WILL APPLY TO ENTIRE SYSTEM. GLAZING BEAD z i' BASED ON ASTM E1300-093 SEC. GUSTS
AND FLORIDA BUILDING COMMISSION )
yam DECLARATORY STATEMENT DCA05-DEC-219
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY olry
HURRICANE ZONE (HVHZ). , � o alo,u
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ;' THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL
LOADS TO THE STRUCTURE. tl' OF CURV-A-TECH CORPORATION AND A LABEL AFFIXEO.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS / PROD CTREVISED En9c 2AVAD AHMAO
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / �� lyin®wish We Flo1ld• CML
) Code
Bal
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FLA.PE d 70592
' S.. CAN.3536
NOT PART OF THIS APPROVAL. A 'w Im No
E. Ton Deta O _
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
f,
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. GLAZING_ DETAIL 134.amI ode Product trotL I"
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT - �)•1 Browing no.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE LTIHIESIWINDOWS ARE ATED FOR LARGE MISSILE IMPACT. W07-59REQUIREMENTS OF THE FLORIDA BUILDING CODE. RS ARE NOT REQUIRED. sheet I of 4
CURV-A-TECH CORPORATION
HIALEAH,FLORIDA. (305)888-9631
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED
SERIES"940"ALUMINUM HORIZONTAL ROLLING WINDOW-L.M.I.
EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS u
• SEE ELEV. SEE ELEVS. SEE ELEV.
18y FOR SPACING FOR SPACING FOR SPACING z 111!
WOOD BUCK ::� - _ EDGE F______ _______ _-'I TY
DIST. METAL I'-MIAMI-DAOE COUNTY APPROVED I I m o
<Q ° " e a I ° STRUCTURE I I Z n J
° n a° ° I MULLIONMULLION ANCHOR I I EDCE o
I & S O
° 1 i SEE SEPARATE NOA I i I a u, °r
I 01ST. � \ � w
SHEAR CLIP 2'LONG j I EDGE I ?Y� F W d a
22 AT FRAME H[AD DIST. 11 - a I 4 o
ANCHORS ONLY I ��
L__-_ -_ _
10 TYPICAL ANCHORS
I ? s SEE ELEV. �4"
N s FOR SPACING i Vcr
OOAA
2 u
°W� O
s �1( Qaaa °
u Qa���
••• 4 1 18 HEAD ANCHORS WITH SHEAR CLIPS w 3 LL
• •••• Is SFE SHEET 1 FOR CAPACITY LL w N__o
• IO f
• •••• •• W000 BUCKS AND METAL STRUCTURE NOT BY CUkV-A-TECH j u m a
• • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z
•••••• Qw
•••••• • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE.
• 1
•• •• SEALANTS:
•• TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z
•••••• •
• ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALIATICN 13-O
• ••• •• 1f4"" DIA. UL?BACON BY "ELCO" (Fu= KSI, Fy=755 KSI) 1*00#0 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. -
• • • •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z
••••• • • • •• WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) -' O ..'
• i W1 - 3/8" NOTCH IN LEG AT EACII END THRU 1BY BUCKS INTO CONC. OR MASONRY �
•� W ! '!-a� -o a it W2 - 3/16" X 2" NOTCH 4 PER SILL 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) IOU w 4
•••••_ �I••• "•' • -' zl W3 -- 3/16" X 2" NOTCH 3 AT XO & OX SIZES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
3 •W • " OPEN CELL FOAM PAD (1/2••X 3/4"•X 3-1/4") AT EACH W3 o U wW
• �
• •••• I '• DIRECTLY INTO CONC. OR MASONRY M
• W4 /2 X 18NOTCH AT SILL TRACK
/• •'� - 1 " " v
i • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
•••••" ••see* AT 1-1/4" FROM TACH END (XO OR OX SIZES) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)0
JAMBS)
#114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ' K 3 n
o-
INTO MIAMI-DARE COUNIY APPROVED MULLIONS (MIN. THK. = 1/8
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THK MIN. (6063-T5 MIN.) NI
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y 4w•
18 8 20
74 TYPICAL ANCHORS TYPICAL EDGE DISTANCE
12 SEE ELEV. FOR SPACING INTO CONCRETE AND MASONRY = 2-1/2" MIN. �o QIo
INTO WOOD STRUCTURE = 1" MIN.
2� I INTO METAL STRUCTURE = 3/4 IN, g g
4
FOAM PAD zt WOOD AT HEAD, SILL OR JAMES SG = 0.55 MIN.
W3\r I- - W2 CONCRETE AT HEAD, SILL OR JAMES C' = 3000 PSI MIN.
�� V- 5 w00D DUCK $ N C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. a,
2
3 W4
o
1 77 1 v o a
� c
_ O
4 s
° a 4 e. 1 Eng,:JAVAD AHMAD I u
CML -
FLA.PE 1 70592
TY
PICAL ANCHORS v PRODUCT REVISED
J3538
SEE ELEV. v _ o
FOR SPACING TYPICAL ANCHORS d°�nPIS•meIh the}luftde e T V
SEE ELEV. DuBding Cock
Aeaytonce No
EDGE DIST. � EDGE 01ST. FOR SPACING 6cplmlton Delc / � Browing no.
.PRECAST SILL ByW07-59
FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY MI eProduct.':: .
sheet 2 of 4
.. ITEM PART b QUANTrry DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U "
1 10248 1 FRAME HEAD 6063-T6 - I
2 10845 1 FRAME SILL 6063-T6 - o.
3 10847 2 FRAME JAMBS 6063-T6 - Z n %�
4 11822 1/VENT H.D. FIXED MEETING RAIL 6063-T6 - 0 W zd
5 10846 1 SILL TRACH 6063-T5 - a
6 10250 2/VENT VENT TOP BOTTOM RAIL 6063-16 - 0 o O
7 - 1/VENT 5/16' BOX SCREEN - - 0 w
MIAMI-DADE COUNTY ----� TYPICAL ANCHORS - - - a
APPR,D CUPPED MULLION �I I� SEE ELEV. FOR SPACING 8 10257 2/VENT VENT SIDE RAIL 6063-T6 - IS Q
SEE SEPAFtATC NOA it Ii 9 - 11823 1/VENT H.D. VENT INTERLOCK RAIL 6063-T6 - - 0 n LL
II 11 10 C-3055 4/VENT WHEEL HOUSING&GUIDE NYLON V C ri
I I
I I ' 11 C-3056 2/VENT ROLLER PIN ST. STEEL a K
12C-3085 4/VENT VENT FACE GUIDE NYLON - 0 CL<0 cep
• •• - _ '-� 13 - 2/WINDOW VIEEPHOLE HOUSING &FLAP NYLON OR CELCON - M 0 Idn4
• • • • • I I. _ - ____ _ 14_ - AS REDO- ROLL FORMED GLAZING DEAD ALUMINUM
• • •••• - -_ - 15 995 AS REDD. GLAZING COMPOUND SILICONE DOW CORNING Z'n J
• •••• • • • -- 16 7916-187 AS REDD. FINSEAL WEATHER STRIP J Z(M`�
17 Pax 1" AS REDD. ASSEMBLY SCRtl45 PHP SMS
CH
18 - 2 VENT SWEEP LAT
•••••• / _ ZAMAK AT 7-1/4" FROM EACH END �(—
• — 18A 10255 2/VENT ALUMINUM VENT LATCH 6063-T6 �H
•• ••
• •••• �•• • • 19 C-3081 4 LATCH SPRING CLIP _ST. STEEL _ ZO i
•••• • ••• �•••••t/ 'N WIDTH M_ WINDOW WIDTH - 20 C-7057 3/VENT BRASS ROLLER _ _ 3 I_
• • •• • •••• 21 N8 X 3" I/VENT FIX. RAIL BOTTOM SCRCW
••••• • • • 22 - AS REDD. SHEAR CLIP p
• • 6063-76 2"LONG -'
a
•••••• Of
d
• O~
Lj
• • o
••••• • • • VENT WIDTH Q
I/4"MAX. • 8 OPTIONAL TO SHIM `� 3 J
SWEEP LATCH
C C �G
-) � ` r ) 1/4
19 9 /� SHIM ley vWi U Ot 2 r
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Florrcla Dep Mnetrtof BCIS Home Log In ( User Registration Hot Topic (submit Surcharge j Stats&Facts Publications FBC Staff ( BCIS Site Map Links Search
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Professi I 4USER:Product Approval
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� ® Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
CFL4334-R9
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Pro just 5Wdiiiird5 • • • ••
Certified By • • • • • • •
a.
• •• • • • • •••
as ••* ••a ••• i i •••
•
• ••• • •••
•Y• • • • •
Product Approval &t4d • • • a ; :Metlicld 1 Option A
Date Submitted 06/01/2015
• • • •••so* • •
• • • • • •
••• • • • ••• 0
Date Validated 06/03/2015
Date Pending FBC Approval
Date Approved 06/06/2015
Summary of Products
FL# _ = Model,Number or Name Description
4334.1 Fiberglass Side-hinged Door Units 6'-8"Opaque I/S and O/S Single Door
-
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0120.odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 3'-0"x 6'-8"max nominal size. FL4334 R9 AE 504B.odf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes
detail DWG-MA-FL0120-05 for additional information.
4334.2 Fiberglass Side-hinged Door Units8'-0"Opaque I/S and O/S Single Door
-Im act Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1 02/28/2021
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pdf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 3'-0"x 8'-0"max nominal size. FL4334 R9 AE 503B.odf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes
detail DWG-MA-FL0121-05 for additional information.
4334.3 Fiberglass Side-hinged Door Units 8'-0"Opaque O/S Door w/or w/o Sidelites
-Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. FL4334 R9 AE 501B.odf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party:Yes
detail DWG-MA-FL0121-05 for additional information.
4334.4 Fiberglass Side-hinged Door Units 8'-0"Opaque I/S Door w/or w/o Sidelites
V-Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structrej,doe npt exceed thg Evaluation Reports
design pressures listed.•142-0 x�'- "max nomimal•siae: FL4334 R9 AE 501B.pdf
Hurricane protective syft m is UOT rnirjd.5eD j4cftCreated by Independent Third Party: Yes
detail DWG-MA-FL0121-O or additional isfownation.
4334.5 Fiberglass Side-hinged Door Units 6'-8"Opaque O/S Door w/or w/o Sidelites
V-Im act Rated
Limits of Use • .•• • .•• . G*rtification Agency Certificate
Approved for use Yes ; IL4334 R9 C CAC NI005930.01.PDF
Approved for use oatsidePHVMZ:`fes • • • • uality Assurance Contract Expiration Date
ImpactResistant:.Yel ;' %. '.' •�' $'x/28/2021
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0120.odf
Florida Building Code inglVgin9 the Fjigq Vglojity Verified By: National Accreditation&Management
• • • • • • • • • •
• •• •• • • • •• ••
�+.
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 6'-8"max nominal size. FL4334 R9 AE 502B.Ddf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party:Yes
detail DWG-MA-FLO120-05 for additional Information.
4334.6 Fiberglass Side-hinged Door Units 6'-8"Opaque I/S Door w/or w/o Sidelites
-Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.13131'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0120.0f
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 6'-8"max nominal size. FL4334 R9 AE 502B.pdf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes
detail DWG-MA-FLO120-05 for additional information.
4334.7 Fiberglass Side-hinged Door Units 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites
-Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0123.odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. FL4334 R9 AE 501B.Ddf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party:Yes
detail DWG-MA-FLO123-05 for additional information.
4334.8 Fiberglass Side-hinged Door Units 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.03.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +60.0/-60.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0122.odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 6'-8"max nominal size. FL4334 R9 AE 502B.odf
Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes
detail DWG-MA-FLO122-05 for additional information.
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