HomeMy WebLinkAboutNOA- ALUMINUM WINDOW WALL SYSTEMraM. I
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
i
i
NOTICE OF ACCEPTANCE (NO.
Arch Aluminum & Glass Co., Inc.
10200 NW 67 Street
Tamarac, FL 33321
SCANNED
By
SMlt`.laCM10tv
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
SCOPE:
This NOA is being issued under the applicable�rules and regulations govern' ng the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Pr duct Control Division and accepted
by the Board of Rules and Appeals (BORA) to ibe 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 'ami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miz mi Dade County) reserve the right to
have this product or material tested for quality) assurance purposes. If this j iroduct or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such te iting and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their urisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by (Miami -Dade County Produ t 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 113100" Aluminum Window Wall System -Impact
APPROVAL DOCUMENT: Drawing No. W02-85, titled "Series-31.00 Ali im Window Wall System", sheets 1
through 5 of 5, dated 09/17/02 and last revised oti 12-15-2004, prepared by 1-Farooq Corporali igned and
sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Pro ct Con tro tamp with the
Notice of Acceptance number and Approval date iby the Miami -Dade Coun o vision.
MISSILE IMPACT RATING: Large and Small Missile
LABELING: Each unit shall bear a permanent labe er's name ouiogo, city, state and
following statement: "Miami -Dade County Product o pproved", unle s otherwise noted_4erein. .
RENEWAL of this NOA shall be considered after a renewal application,has been filed and ther'e.has been no
change in the applicable building code negatively affecting the performance f 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 A as an endorseliment`of any
product, for sales, advertising or any other purposes shall automatically to ate this NOA z..F4ure to comply
with any section of this NOA shall be cause for termination and removal, of N DA.
ADVERTISEMENT: The NOA number preceded by the words Miami-D a County, Floix¢a, and -followed by
the expiration date may be displayed in advertisingaterature. If any portion of the NOA is,displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureror its distributors
and shall be available for inspection at the job site --at the request of the B_uildi g Official.
This NOA consists of this page 1, evidence sheets- E-1 & E-2, as well as appr val document mentioned above.
The submitted documentation was reviewed by,Ishaq I. Chanda; P.E.
NOA No 03-0327.04
_ xpiration Date: March 24, 2010
Approval Date: March 24, 2005
, I Page 1
d( ,ry
Arch Aluminum & Glass Co.. Inc.
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02-85, titled "Series 3100 Alum W ndow Wall System", sheets 1
through 5 of 5, dated 09/17/02 and last revised on 12-15-2004, prepared by Al-
Farooq Corporation, signed and sealed by Dr. Hum youn Farooq, P.E.
i
B. TESTS :(Test conducted under SFB, PA 201, 202 & 203- 4, now termed as FBC, TAS
201, 202 & 203-94)
1. Test reports on 1) Air Inf ltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
3) Water Resistance Test, per SFBC PA 202-94
4) Large Missile Impact Test per S C, PA 201-94
5) Cyclic Wind Pressure Loading pe SFBC, PA 203-94
along with marked -up drawings and installation dia am of an aluminum window
wall system, prepared by Fenestration Testing Labo atory, Inc., Test Report No.
FTL-3497(02702) dated Aug. 13, 2002, witnessed y Luis Figueredo, P. E.,
reviewed & signed and sealed by Joseph Chen, RE
2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform IStatic Air Pressure Test, ading per SFBC, PA 202-94
3) Water Resistance Test, per SFBC, A 202-94
4) Large Missile Impact Test per SFB , PA 201-94
5) Cyclic Wind Pressure Loading per FBC, PA 203-94
along with marked -up drawings and installation dia am of an aluminu w
wall system, prepared by Fenestration Testing Lab atory, Inc., Te
FTL-2109 (98-105), dated ',Oct 13,1998, witness b late Mond, P. E.
reviewed, signed and sealed by Edmundo Largaess .
C CALCULATIONS IVW"
1. Anchor verification calculations and Ggative an lysis, prepared by Al-Farooq
Corp., dated 12/13/02, revised on 02-20-2004, 10-24 2004 and 12-15-2004,
signed and sealed by Dr. Hu nayoun Farooq, P.E.
D. QUALITY ASSURANCE '
I. Miami Dade Building Code Compliance Office (BCCO),
i
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01-, 0205.02 issued to Solu�ia Inc. for "Saflex /Keepsafe
PVB", expiring on 05/21/06.
j 156-N 1. L,4AWJA,
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 03-0327.04
Expiration Date: March 24, 2010
E-1 I
Approval Date: March 24, 2005
i
Arch Aluminum & Glass Co.. Inc.
F. STATEMENTS I
1. Statement letter of conformance dated 03-02-2005, signed by Dr. Humayoun
Farooq, P.E.
2. Statement letter of "Noy financial interest to test lab' dated 12-11-2002, signed by
Dr. Humayoun Farooq,Ii RE
3. Statement of Laboratory; compliance, as part of above test reports.
4. Addendum letter dated '1l 1-07-2003, issued by Fenestration Testing laboratory Inc,
reviewed, signed and sealed by Edmundo Largaesp da
G. OTHER
1. Correspondence between Al-Farooq Corporation (Consultant Arch Aluminum)
and BCCO dated 12-01 04 and 1-22-04.
i
�O�eoe�
001,
Hhaq I. Chanda, P.E.
Product Control Examiner
NOA No 03-0327.04
Expiration Date: March 24, 2010
E-2 Approval Date: March 24, 2005
�n
3 e
I-.A1
9LL �
l
J
1. 2 OR J ANCHORS i
AT EACH SIDE OF MUWON-'
SEE SHEET 2 1
STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SEE SHEET 2 TO DETERMINE DESIGN LOAD CAPACITY OF GLASS
TYPES 'A' AND 'B' FOR DIFFERENT OPNG. SIZES.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
:%:%MEMS OF THE FLORIDA BUODINO CODE INCLUDING HIGH VELOCITY
HURRIGWE ZONE
D BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 'SIRUCilAl6
TO THE STRUCTURE. � I t !
HORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.�570
SINGEMBEDMENT M BASE MATERIAL SHALL BE BEYOND WALL
SING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. DEC 15 2004
A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS.
m
za °
00 m
Fu
Da
Og w
Ug
o '
�am�n
M
� r MMj n
Z tDm
8 �z
M o
0
1 1�2 gI
i b
dmwlnq no.
W02-85
1/2• IIIK IYP.
1
EXTERIOR
GLASS BITE
�
I
� V
�
34
9
s
1/2' YIN. TP.
ORERIOR
J
GLASS BTIE
I
lit
O
I
pp++m
N 0 p 4 oo ww 0 0 IN., O o ; O m N o O
O
01p101pl-l�l-10,10iblblb
O O O O o 0 0
u
p S
yy
p?
S
o b
s Q
b o
1 8
b
S
o 0
S PC
b o
I g
b
Q Q1
o y
8 g
8 S
s 8
8 S
8 8
q > w
:7 Ie
0 o
b o
o 0
0 0
b b
o 0
^^ o
.p
m
I
0 O$
a
0 b
Pp Po
I
v
N
o
O Pp
o 0
o bo
0000
0 Q
o$
l a m
at
4
G -
a®�
®� t
o
++
= FRAME Haar
o ix 22 1, N + $
x 00 00
yy yy yyyy o
Yt N� NN Ia 1 N I
oIn m 1p
FRAME NEIGIir
O . S . S . V O. p S : O V �' 0'
rl no n1n m V s
�" 00 z • . a o
SC CL u w
fL i V J
P2 V a io J V VO V 4 y
D 0Eo > o 0 0 ? z g z i b o 0 o b b b b o b b o b o 9 Pop bOo 0 o n o w o 0 0 o b b o b o b o
'--*
i 7 0 0 0 0 0 0 0 0 0 0 0 o J
RCA o i -b VbVbbbboobo ! b b �a�.•�
bbbb b0bbobb ob1 + 'tRp
.yd•
tlZb^
L'1 i v dis
p p
I11II22 0 0 0 0 0 •oo 0 0 o 0 0 o c o 0 0 0 0 b0 0 0 0 o b o ?
o b b o b b o b b 0 o c o o x a
S
I + o pp zz
b b b b o b l of g 1 o i $' $ c$ •1'i o 0 0 o a$ ,t$ a .. -! bg S b b b 0 b o 0 0 o b b o o
n
Q ffmo
bo 0 opb
o� g g0 0 0 0T9 ii
� a
revulonr
o a e
eac
n
Sr1tES-31O0 ALUM MtItDGW
Pail Sis1EH (11pACn
(p
ODo'
emote t/x' - r
o+.te.w
e atsu.a
c out.a
AEV. tRlt
nwlls p
cuaul
COIMERIS
srn
ARC Ii ALUMINUM do GLASS LC .
10200 N.W. 67th street
TAMARAC.
AL—FAROOQ CORPORATION —
ENGINEERS. PLANNERS & PRODt1CT DESIGN
1235 SW 7
8AVE
MIAMI, FLORIDA
o-' °r luln9
U1
dr.. eT
o Izuw
Nltwlmut
Hou
FL. 33321
33174 ✓
TEL (BOO) 432-B1J2 FA%. (B5�) 72h9293
FA%.
2S4-B7Op (305) 262-6978 C
-- SfOR WD2-BSM
TYPICAL ANCHORS
SEF-, E1.EV. FOR SPACING ;. TYPICAL ANCHOR$ METAL EL
\ (} iBY SEE EV. FOR SPACING
",+ • a •'� • �� IIII WOOD BUC(S f/B' MIN.
� A • I, . t
I 4 Q..
� 11
O O 4
I A I O n l
U
Q Q
1
C,
�_-.
ANC110SEE EL.OSPACING
SEE ELEV. FFOOROue
SEE ELEV. FOR
0
SEE EL
IWOOD BUCKS NOT IY ARCH ALUM, MUST SUPPORT7.
JZ
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
I THEM TO THE BUILDING STRUCTURE. f
O 7
\
7
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'— 1 /4' 7—_ A`a=
INTO WOOD STRUCTURES
1-3/4' MIN. PENETRATION INTO WOOD
THRU 1BY OR 28Y WOOD BUCKS INTO
3000 PSI MIN. CONC. OR C-90 GROUT FILLED BLOCK
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'— 1/4' TAPCONC
DIRECTLY INTO
3000 PSI MIN. CONC. OR C-90 GROUT FILLED BLOCK
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
TYPE 'C'— /14 SMc OR 1 /4- CA c pg, I INr cry;
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.)
STEEL : FY - 36 KSI MIN.
ALUMINUM : 6063—TS MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL WE DISTANCE
INTO CONCRETE AND MASONRY - 3' MIN.
INTO WOOD STRUCTURE - 1' MIN.
152004
tyf I
S
droving no.
W02-85
f
o a
OD q0 Iw,m
S�-JI00 HLY ItllLp�y VHL SY51_tl1 (IYP_H
ARCH ALUMINUM k GLASS L.C.
10200 N.W. 67th street
TAMARAC, FL. 33321
TEL (BOG) 432-E132 FAX. (954) 724-9293
ENGINEERS, PLANNERS h
1235 SW 87 AVE
MIAMI, FlDRIDA 33174
DESIGN Il w
Iz-9.1. fc
u
b F 8
I1 1v
� O H w
0 {
rn
2 to
N
C
O
-P
cc
•' o-• �: Iwno
y-
0
rn
S
m
AfiCt1 ALUMINUM de .GLASS LC. LENGINEERS. PWUIERS ee PRODL= DESIGN'"�102( N.W. 67tti street � SW 87 AVETAMARAC. FL 33321 "• FLORIDA 33174
(305) 264-8100 FAX. ODS) 262-6978
TEL (800) 432-8132 FAX (954) 72"293 _
SfOR YA2—BSVI