HomeMy WebLinkAboutNOA; Series 580 Aluminium Single Hung Window_t
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MIAMI•DADE MIAMI-DADE COUNTY; FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION I . MIAMI, FLORIDA 33130-1563
*9M(3 -ffA WW&i(3N) 37ft633N
NOTICE OF ACCEPTANCE (NOA)" a in .
8130N 7 Contractor Co
AW , L C Avenue
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations go e co cti
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division 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 580 Aluminum Single Hung Window
APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum. Single Hung Window (N.I)",
sheets 1 through 5 of 5, dated 10/10/96 with revision F dated 02/26/09, prepared by Al-Farooq Corporation,
signed and sealed by Humayoun Farooq, 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 Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 i re has been a revision or change
in the materials, use, and/or manufacture of the product or process. DJ&e this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall aut mati erminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination mo of NOA.
ADVERTISEMENT: The NOA number preceded by the words a , County, Florida, and
followed by the expiration date may be displayed in advertising literature. any portion of the NOA is
displayed, then it shall be done in its entirety. r
INSPECTION: A copy of this entire NOA shall be provided to the user by the ma factu r or its
distributors and shall be available for inspection at the job site at the request of the B al.
This NOA revises NOA # 07-1029.08 and consists of this page 1 and evidence pages E-11 nd E s well
as approval document mentioned above.
The submitted documentation was reviewed by Fitz A. Harris, P.E.
iR4-a 7�_ rra
y�/y'/P NOA N.o:°09-0316.10
/ Expiration Date: November 14, 2012
MIAMI-DADECOUtM Approval Date: May 6, 2009
Page 1
f
AWP, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W96-38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung
Window (N.I)", prepared by Al-Farooq Corporation, dated 10/10/96 with revision F
dated 02/26/09, signed and sealed by Humayoun Farooq, 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 TAS202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per ASTM 588, TAS 202-94
along with marked -up drawings and'installation diagram of a Series 580 Eyebrow Top
Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda,
P.E.
2. 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) Forced Entry Test, per ASTM 588, TAS 202-94
along with marked -up drawings and installation diagram of a Series 580 Radius Top
Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo
Largaespada, P.E.
3. 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) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5
along with marked -up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by
Joseph Chan, P.E. (Submitted under NOA #02-0507.06)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 1/8" ann.•glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-3861, dated 08 /07/03, signed and sealed by
Joseph Chan, P.E. (Submitted under NOA #02-0507.06)
Fitz A. Harris, P.E.
Product Control Examiner
NOA No. 09-0316.10
Expiration Date: November 14, 2012
Approval Date: May 6, 2009
E-1
AWP,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Revised anchor calculations and structural analysis, complying with FBC-2007,
prepared by Al-Farooq Corporation, dated February 24, 2009, signed and sealed by
Humayoun Farooq, P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-2004,
prepared by Al-Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun
Farooq, P.E.
Complies with ASTM E1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance, dated February 24, 2009, signed and sealed by Dr.
Humayoun Farooq, P.E.
2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun
Farooq, P.E.
3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the
FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC.
G. OTHERS
1. None.
E-2
Fitz A. Harris, P.E.
Product Control Examiner
NOA No. 09-0316.10
Expiration Date: November 14, 2012
Approval Date: May 6, 2009
531/8-
53 1/8" WINDOW WIDTH
WINDOW WIDTH
50 1/8" z
50 1/8" F D (FIXED)
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TOP CORNERS OZ' Z'
ARCH C Top WDWS.
TO BBYE SSCREWSECURED 13 5/8"
13 5/8" OR SPOT WELDING 0: 0 32:
FALSE 0
(SU MUNTINS
APPLIED) 6" MAX. 6" MAX. RFACE
MAY BE USED ;A' —HEAD HEAD
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SERIES 580 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION
CHART SHOWN ON SHEET 2. TESTED UNITS
t2
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c !E
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW PRODUCTRPvlspj) 0
TYPES IN MODULES OF TWO OR MORE WINDOWS USING ""'Ply'49 With the Florida
udding Cods 8
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. I
Aet.pt�O.NoQ`7-03 .1,9
pi —_
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL oltwu Date K:
WILL APPLY TO ENTIRE SYSTEM. BY
Miami -et Cent."
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ). MONOLITHIC GLASS
WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER NON IMPACT t
LOADS TO THE STRUCTURE.
E,qr:
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SIRUCTUREs
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE 1 16557
C. A.N. 3538
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
—TON OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE FINSTALLATION
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES droW' no.
COMPLYING WITH HVHZ REQUIREMENTS.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO �P 0 4 �009 2 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET W96-38
OF 2004/21,07 FLORIDA BLDG. CODE SECTION 2003.8.4. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. sheet I of 5 J
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' I Cole: (0-70-96 I j revisions: �ll SERIES 580 ALUM SINGLE HUNG WINDOW (N.I. I AL-FAROOQ CORPORATION I
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ENGINEERS 8r PRODUCT DEVELOPMENT rT
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N I E. I: creole:. 1�2•_._ _I� III AW P, LLC. 1235 S.W. 87 AVE ■
( JJ 8130 N.W. 74TH AVE. I MIAMI, FLORIDA 33174 C; OCA
I` �Y HANIU IMEDLEY, FL. 33166 TEL. (305) 264-BSOO FA%. (305) 262-6978 j00 O j`nk. 6y F ---- - TEL. (305) 887-2646 FA% (305) 883-1309 uronru FOR 7007 fBC _ j jl COMP ANL\W96-38AWP
_ 1 r
TYPICAL ANCHORS
I/4" TAPCONS
SEE ELEV. FOR SPACING
METAL_
18Y STRUCTURE
WOOD BUCK
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4 e NO ANICHORS RE00. Al SILL
TYPICAL ANCHORS
,,-014 SMS �MIAMI-DADE COUNTY APPROVED
SEE ELEVS. FOR SPACING MULLION & MULLION ANCHORS
SEE SEPARATE NOA
__T I rts i e
x r—�
TYPICAL ANCHORS
i10 SMS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
I/4" TAPCONS
SEE ELEV. FOR SPACING
.WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW.
(MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV, FOR SPACING
3/16" OR 1/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/16' TAPCONS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
N12 SMS OR SELF DRILLING SCREWS (GRADE 5 CRSI
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
010 SMS OR SELF DRILLING SCREWS
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
ANCHOR EDGE DISTANCES
INTO CONCRETE AND MASONRY = 1-1/4" MIN.
INTO WOOD STRUCTURE = 3/4" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
SEALANT:
ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE MOREHEAD 5504 OR EQUIV.
PADS:
ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT
EACH END OF FIXED MTG. RAIL.
WEEPHOLES:
W1 = 3/4" WEEP NOTCH AT EACH END
FIA PE
CA.N.
MAR 0 4: Z009
PRODUCT REVISED
w complying withthe Florida
Building Code ,.G• YO (O
Acceptance No tlf " .
Fxpinuon Date 1/-14-Zo/2
BY
b6reProduct CoTnm1
Divi.:
8 i19. `i
droving no.
W96-38:
sheet 3 of 5 i
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS WINDOW WIDTH- ---
-SEE ELEV. FOR SPACING
SEE SHEET 2 FOR CAPACITY
3/I6" MAX.
I SHIM
I -
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 2 FOR CAPACITY
TYPICAL ANCHORS
#10 SMS
SEE ELEV. FOR SPACING
ITEM y_ _, PART p
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
YE-169
I
FRAME HEAD
6063-T6-
2
YE-I67
I
FRAME VLL -.-
-_--
! 6063-T6
I-
3
YE-102
2
FRAME JAMB
I 6063-T6--
_
4
YE-152 !
I
FIXED RAIL
6063-T6
-
5
YE-151
1
.VENT TOP RAIL
6063-TS
-
6
YE-168
1
JI VENT BOTTOM RAIL
6063-T6
- -
7
YE-920
2
iVENT JAMB
6063-TS
8
-
_—
AS REDD.
GLAZING BEAD
_._
ALUMINUM
ROLL FORMED
9
.
I__ _—.__. ...
.I
..
I ____.
10
-
2/ VENT
I BLOCK h TACKLE BALANCE
11
YH-SIT
AS REDD.
BULB VINYL
PVC
SINGLE
12
YH-510
AS REOD.
BULB VINYL
PVC
SINGLE
--13-
I
AS REOD.
PILE-SCHLEGEL .187 X .250
- _ I FIN SEAL (DOUBLE)
NYLON/CELCONIAT 6- FROM ENDS
_.�
14
_YH-509F
YH-504 : 2/ VENT
VENT LATCHES
I4A
YH-515 2/ VENT
CAM LOCKS
ZAMAK AT 6" FROM ENDS
110 X 3/4'
B
15AI
FRAME ASSEMBLY SCREWS
CRS
PLATED. PH SMS
JB X 1"
2 ,
CRS
CRS
CAD PLATED. PH SMS
'CAD PLATED'. PH SMS
16
FIXED RAIL SCREWS
17
08 X 1-1/4- 4/ VENT WENT ASSEMBLY SCREWS
1BY
WOOD BUCKS / TYPICAL ANCHORS
1/4' SHIM rs
EE ELEV. FOR SPACING
SEE SMEEL 2 FOR CAPACITY
v )
MAX`\b'BY WO 0 BUCK
R
WOO STRUCTURE
_ — -'-
T �' -
-
OD RE fSED
as complying with the FImiJ•1
Build' Code
Rccep-03 i� • 10
Expiration Date if-/iju�-
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TYPICAL ANCHORS
INimni a Product Contml
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D.L. OPG. i
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SEE ELEV. FOR SPACING
SEE SHEET 2 FOR CAPACITY
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STRUCTURES
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116 22 07 H GENERAL REVISION
6F, I i '-p UPDATF.1) FOR 2007
(A . , I t �2"-IJ�qT
SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.:
AWP, LLC,
NUT 8130 N.W. 74TH AVE.
MEDLEY, FL. 33166
TEL. (305) 887-2646 FAX (305) 883-1309
I
AL-FAROOQ CORPORATION,! a
ENGINEERS & PRODUCT DEVELOPMENT
1.235 S.W. 87 AVE
MIAMI, FLORIDA 33174 C
TEL. (305) 264-8100 FAX. (305) 262-6978
COMP-ANL\W96-38AWP: