HomeMy WebLinkAboutProduct Approval A'VVP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window(N.I.)" Sheets I
through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, 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 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 aluminum
single hung window glazed with'/2"tempered insulated glass,prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-7568, dated 04/26/14,
signed and sealed by Idalmis Ortega,P.E.
2. 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 tivindow, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda,
P.E. (Submitted under NOA#09-0316.10)
3. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TA_ S 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. (Strbtttitted tat(ler-NOA#09-0316.10)
4. 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 w/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)
- G17
7.
Manuel Pere"P.E.
Product Control kxaininer
NOA No. 14722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
IV-1
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTr1NUED)
5. 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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC S"'
Edition (2014), dated 07/01/14 and revised on 09/19/14,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. None.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC 51`Edition (2014), and of
no financial interest, dated July 1, 2014, signed and sealed by Javad Ahmad, P.E.
2. Proposal No. 13--0640 issued by the Product Control Section, dated July 16, 2013 and
revised on August 01, 2013, signed by Manuel Perez,P.E. _
3. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief
Executive Officer and President, Trulite Intermediate Holding, LLC and IN/Ir. Tim
Moris, Jr.,President and C.F.O., AWP Windows and Doors, LLC.
4. Letter from owners of existing NOA stating that they have sold all assets to the
applicant, that they no longer manufacture the product and relinquish their rights to the
current NOA, dated June 24, 2014, signed by Mr.Kevin Barrett, Chief Financial
Officer,Trulite Window&Door Solutions,LLC.
G. OTHERS
1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window&Door Solutions,
LLC, for their Series"580"Aluminum Single Hung Window—N.I,, approved on
12/06/12 and expiring on 1 t/14/17.
MauueI]f.� ,P.E.
Product Contr6l Ex�'niiner
NOA No.-W-0722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
B-2
53 1/8" 3lII
53 1/8" WINDOW WIDTH J+�+
WINDOW WIDTH Ie
50 1/8"50
;5
D.L. OPG'/(FIXED) RCH TOPERSDVWS D.L. OPG. (FIXCD) ® �
TORSECURED W
13 5/8" BY SCREWS 13 5/8" Q a N�m
OR SPOT WELDING MAX, 9 O 0+o
FALSE MUNTINS A1AX. ®W 0 I V
(SURFACE APPLIED) / 6"MAX.
MAY BE USED I A HEAD �l'� 6HEAD (%O
CORNERS Iit CORNERS ®V v
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SO 11/16" 0-
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VENT WIDTH Q �Y �m
VENT
SERIES 580 ALUMINUM SINGLE HUNG WINDOW r
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION
CHARTS SHOWN ON SHEET 2. TESTED UNITS
w� �
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW o R o
TYPES IN MODULES OF TWO OR MORE WINDOWS USING 4 o
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL olgIg
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c v B' r H
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY `?
HURRICANE ZONE (HVHZ). I MONOLITHIC G5LASS •� o 0 0
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER j INSULATING LOADS TO THE STRUCTURE. 1 NON IMPACT .m dol=1r^
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS Ir
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. [ogr:,+gva0 A<tMADCML PRODUCT RBVLSED
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FLA.PE Y,70592 as complying with the Flodda o
4EP
Building Codo I I I Ila
NOT PART OF THIS APPROVAL.
Acce tancc No
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' Dr irmion Untc c'y: f7 ;a �I=
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. I USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES rI COMPLYING WITH HVHZ REQUIREMENTS. Mi�ai'Ed drOtvingno�
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 1 INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ ARFA SHALL MEET '� �W96-38
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL A1EET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE. I THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. sheet
�._
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
WINDOW DIMS. GLASS TYPE'A' r60.0
TYPE'B' GLASS TYPE'C' WINDOW DIMS. GLASS TYPE'S' CLASS TYPE'D' `
WIDTH HEIGHT EXT.(+) INT.(-) INT.(-) EXT.(+) ANT.(-) ? .� % VAOTH - HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) -
19-1/8" 60.0 80.0 125.0 60.0 210.0 s19-1/8" 56.7 210.0 60.0 210.0 � QDm26-1/2" 60.0 80.0 125.0 60.0 179.7 � -- ---- 26-1/2" 56.7 201.9 60.0 201.9 �37" 26" 60.0 80.0 112.9 60.0 112.9 z $1" 26" 56.7 144.6 60.0 144.6 LU
42" (3) 60_0 79;3 95.9 60.0 95.9 ir N 42" (3) 56.7 127.4 60.0 127.4 1L o o
48' 52-7 52J _-81.3_ 60_0- 81.3 �_ -� ,_--- 48" r' 56.7-..,111.5 -60.0 1117 ® n
53-1/8" 38.6 38.6 60.0 71.9 60.0 71.9 53-1/8" 56.7 100.7 60.0 100.7
19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 WINDOIV WIDTH 1VINDOW WIDTH WINDOW IIIDTH IVINDOW WIDTH 19-1/8" 56.7 210.0 60.0 210.0 tl
26-1/2" 60.0 80.0 60.0 125.0 60.0 163.1 26 1/2 56.7 182.4 60.0 182.4 p '1f44
37" 38-3/8" 60.0 75.6 60.0 116.8 60.0 116,8 37" 38-3 8' F56__
130.6 60.0 130.6 CI M c
APPROVED CONFIGURATIONS / .42" (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 111.9 60.0 115.1SHAPES SHOIYN ABOVE OR SIMILAR 48" 37.0 37.0 60.0 90.1 60.0 90.1_ 46" 94.4 60.0 100.7 �+y p N
26-1/2" 60.0, 80.0 60.0 23.7 60.0_ ,1213.7 26-1/2" -56.7 .165.0 60.0 172.8 p N ;
56.7 210.0 60.0 Z
m
37" 50-5/8 60.0 64.6 60.0 88.6 60.0 88.6 37" 50-5/8" 56.7 112.9 60.0 123.2
42" (5) - - 60.0 78.0 60.0 78.0 1q8"-ANN. GLASS (TYPE 'A') 42" (5) 56.7 93.7 60.0 102.2
48" - - 60.0 68.3 60.0 65.3 OR 48" 56.7 77.6 60.0 84.8 v n
3/16"-ANN. GLASS (TYPE 'B') ---- - ---- -----
53-1/8" - - 60.0 61.7 60.0 61.7 OR 53-1/8" 56.7 67.9 60.0 74.1 2 UJJ
19-1/8" 60.0 80.0 60.0 125.0 60.0 183.8 `3/16"-TEMP. GLASS (TYPE 'C') 19-1/8" 56.7 182.2 60.0 210.0 0 I J m
26-1/2" 60.0 80.0 60.0 125.0 60.0 132.6 26-I/2" 56.7 143.8 60.0 177.9 3 o
37" 59" 47.9 47.9 60.0 95.0 60.0 95.0 a 37" 59" 56.7 106.0 60.0 115.6 i O
.... ....... ............ Z .__._..... z O
42" (6) - - 60.0 83.7 60.0 83.7 m _SILICONE 42" (6) 56.7 86.6 60.0 94.4
.__.. ...._.... ._ _... ..-._.... GE SCS 1000
48" - - 60.0 73.2 60.0 73.2 5 ,n 48" 56.7 70.9 60.0 77.4 1 p Q
53-1/8" - - 60.0 64.0 60.0 66.2 'm / !- 53-1/8" 56.7 61.5 60.0 67.1 z to
19-1/8" 60.0 80.0 60.0 125.0 60.0 206.5 n 8 ;�I 19-1/8" 56.7 163.4 60.0 210.0 In tiM "*
26-1/Y' 60.0 76.7 60.0 125.0 60.0 149.0 26-1/2" 56.7 134.8 60.0 166.5 3 r M N
37" 63" 47.0 47.0 60.0_ 97.5 _60.0 106.7_ 37" 63" 56.7 102.1 60.0 113.4_
42" (7) _- 60.0 85.1 60.0 93.1 -i----- 42" (7) 56.7 84.2 _60.0 91.8 3 7} o
.. l,1
4B" - - 60.0 71.9 60.0 75.8 48" 56.7 68.5 60.0 74.7 'of p J 3
53-1/8" - - 60.0 62.7 60.0 65.4 53-1/8" 56.7 59.1 60.0 64.5 Lir �Ld
19-1/6" 60.0 74.6 60.0 125.0 60.0 175.2 19-1/8" 56.7 111.1 60.0 210.0 N AQ co 5 I
26-1/2" 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 165.0
37" 74-1/4" - - 60.0 _a-: 60.0 90.6 37" 74-1/4" 56.7 79.3 50.0 112.3
- - - -1/8"ANN. CLASS 1/8"TEMP. CLASS
42' (7) - - 60.0 7, 60.0 79.8 42" (7) 56.7 70.3 _ 60.0 89.0 r
1/4"AIR SPACE 1/4"AIR SPACE - ---- - -- ------- 3
48" - - 60.0 65.5 60.0 69.8 48" 56.7 63.6 _60.0 70.6 W
53-1/6" - - 58.0 58.0 60.0 60.0 1/8'ANN. GLASS 1/8"TEMP. GLASS 53-1/8" 55.0 55.0 60.0 60.0 c 8
c
19-1/8" - - 60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 210.0 2 o
26-1/2" - - 60.0 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 88.0 60.0 161.2 C o j
76" ._... ._..._..___._ GE-2800 CE-2800 °q " S
37" - - 60.0 80.3 60.0 103.2 37" 76" 56.7 76.5 60.0 112.3 y a 3 3
(7) --- ALUMINUM ALUMINUM 3 3
42" -- - 60.0 73.1 60.0 88.1 BOX SPACER w BOX SPACER W M12" (7) 56.7 68.4 60.0 89.0
48" - - 60.0 64.5 60.0 69.9 m m 48" 56.7 61.3 60.0 70.4
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. �� \� \� • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
w
\ 7 -
O 4 0
I// C
Engr:JAVAO AHMAO �� • I
/ \
25 CIVIL PIL REVISBD II
\ 25 FLA.PE 70592 complyiomplYingtvllhWeFlOridn
\ \ / C.A.N. 5538 L•nildiiip Codt 7 n o ,I a
NOTE: - - ` linpiralionCut.
fY,1'.�.?�1'!
GLASS CAPACITIES ON THIS SHEET ARE CLASS TYPE 'E' GLASS TYPE 'D'
BASED ON ASTM E1300-09 3 SEC. GUSTS 2"OVERALL INSUL.GLASS 1 2"OVERALL INSUL GLASS mi';�)f� i=�a�1 drawing no.
/ / Mimnr'[)alc Product ConlM!
AND FLORIDA BUILDING COMMISSION OEP2�01 I W96-38
DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS ------_
sheet 2 of 5}
TYPICAL ANCHORS METAL ►\1�3
SEE ELN6 li STRUCTURE j Q
FOR SPACING /� 1BY �� II_
°a V100D BUCK \ �� Z _________ ____ ____ IjM
Ed •ate m TYPICAL ANCHORS Fr__________________iT �. ��
..� o m SEE ELEVS. I MIAMI–DADE COUNTY APPROVED II rn
e a e ° '�� 0 //�'fOR SPACING j MULLION & MULLION ANCHORS I I Lp n's
Ed �� \�3 o d I`/ 1 SEE SEPARATE NOA
Ii ' ,1 0 ,y 1 pG
- —� / Fd iI �aI
. L
a
Pi �
Ci
-7+ ®�i
/TYPICAL ANCHORS �'20 ul ul M O i
....I. t_.SFF- FLFVS. ®a Q S
I FOR SPACING TYPICAL ANCHORS,
19 SEE ELEV.
aro C ,�
FOR SPACINGING
'I I O
24 y c
i
, WOOD BUCKS AND METAL STRUCTURE 1V0T BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM = o�
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
J i
n I. C8 i 19 I J n
TYPICAL ANCHORS: SEE ELEV. FOR SPACINGVf
11 "
1 4 -DIA TAPCON BY 'ITW'
j � (Fu=125 KSI,Fy=100 KSI) Z I O v
1/4" DIA. ULTRACON BY ' LCD (Fu-177 KSI, Fy"155 KSI) = p
TI11 OPTIONAL TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p
'I 16 20 4 BOTTOM LATCH 1-1/2" MIN. PENETRATION INTO WOOD zI Z a�
iI THRU 1 BY BUCKS INTO CONC. OR MASONRY Q x M
o 4 II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a t !
z
W •J DIRECTLY INTO CONC. OR MASONRY o Z
5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1� 3 2�
N aoo3
W 12 TEKS OR SELF DRILLING SCREWS 00
>� (GRADE 5 CRS) N JQ��
23 I 12 4 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") t.._
REOD. FOR WINDOWS I
WITH GLASS TYPES I INTO METAL STRUCTURES -
D rY E ONLY f I!� STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
u
�i o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) „
a ;i I 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n B
o c� 3
0 I z Ed = ANCHOR EDGE DISTANCE c NI o 0
B 4i
INTO CONCRETE AND MASONRY = 2" MIN,
w
N > INTO WOOD STRUCTURE = 1" MIN. kI4 8
INTO METAL STRUCTURE = 1/2" MIN. w a!F u
I
6 14 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN.
i C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. M
2
12 SEALANT ,�r
W11\ ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION --- I�
C SCREWSATAT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE MOREHEAD 5504 OR EQUIV. Eng,..JAVAO AHMAD m I�
PRODucr REVISEDo I
FLA PE/770592 os complying with the Florlde 1 c
° a " PADS: CAN.3]8 Building Cad. I "
° d° Acceptance No t -7Z2.G' X a
" a ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT E<picalimtDale + d,;G�7 3
" EACH END OF FIXED MTG. RAIL.
r; :__
\4iami.T)ade Product Control j drawing no.)
a ° s ° {YEEPHDLES: P W96-38
W1 = 3/4" WEEP NOTCH AT EACH END _
sheet Sof $ 1
ITEM# PART if REQD. DESCRIPTION MATERIAL SLANF./SUPPLIER/RElfARKS ACL
g
I YE-169 1 FRAME HEAD 6053-T6 z
2 YE-167 1 FRAJAE SILL 6063-T6
3 YE-102 2 FRAME JAMB -T6
4- YE-152 I FIXED RAIL 6063-T6
YE-151 1 VENT TOP RAIL 6063-T6
----------
6 YE-168 I VENT BOTTOM RAIL 6063-T6
7 -YE-92 -2 VENT JAMS 6063-T6
a AS REQD. GLAZING-BEAD ALUMINUM ROLL FORMED
S YH-528 2/VENT SASH STOP,3'LONG RIGID VINYL
10 �W'T BLOCK&TACKLE BALANCE
cy 6
11 YH-505 2/VENT BALANCE CLIP ALUMINUM 8IWL I>
12YH-622 AS REQD. BULB W'STRIPPING VINYL SINGLE ROW
- co
3 YH-1004 AS REDD. FIN SEAL VISTRIPPING .250 WOOL ULTRAFA13 Z
In
TYPICAL ANCHORS 14 YM-504 SPRING LOADED VENT LATCHES NYLON/CCLCON AT 13'FROM ENDS IL
APPROVED MULLION p
SEE ELEV. In
MIAMi-DADE COUNTY F FOR SPACING 14A YH-5 1 5 2/VENT SWEEP LOCKS ZAh4AK AT 11"FROM ENDS
SEE SEPARATE NOA� 15 YF-1 B FRAME ASSEMBLY SCREWS(#10 X 3/4-) CRS PLATED, PH SHS
16 YF-10 2/VENT FIXED RAIL SCREWS(#8 X I-) CRS CAD PLATED, PH SMS
r
17 YF-12 6/VENT VENT ASSEMBLY SCREWS(#8 ) CRS CAD PLATED, PH SMS
.- I . ... .. .--- X 1-1/4' . . . _ !z :2
19 YF-6 I/CLIP #10 X 1/4-PH Skis POINT 8
20 YF-14 2/LOCK SWEEP LOCK SCREWS((JB X 5/8-)
OH SIAS
21 YC-15sp 2/VENT SELF ADHESIVE PAD (.375-X.31-X.75-) z 16
I FOAM I-
22 YH-519 2/VENT BALANCE CAM PLASTIC CD 0 n
z 0
23 YH-590 I REINFORCING BAR (REQD.FOR INSUL.CLASS ONLY) STEEL HR893 = 0
2/VENT STOP(1"-i 1-1/4-X 1/16-) ALUMINUM ON 74-i/4---IIIIIGH ONLY
SETTING BLOCK EPDM DUROM
Z4 2/LITE SASH
L---
32
'0'
WINDOW WIDTH WINDOW WIIITH
(L In 0
IBY
WOOD DUCKS
1/4' YPICAL ANCHORS
TYPICAL ANCHORS MAX'. 1/4' SH114 SEE ELEV.
SEE ELEV. SHIM @) MAX. FOR SPACING
FOR SPACING VENT WIDTH TYPICAL ANCHORS
SEE CLEV.
13 D.L. OPG. [FOR SPACING a e
7 zz . 9
1/4' SHIM
FOR SPACING
to \28Y WOOD BUCK t5
METAL QR
STRUCTURE I UC,
TSTRUCTURE
21 4e / W \
0 41 O
EXTERIOR
Enqr:JAVAD AHMAO
D.L. OPG. CIVIL PILO
T E 'S'T
_''J,1Cj.,RwVh aw Florida
�"�o 92 lmildi.g Cd-
C.Ap.NkE. Acc!pram'cDNoj4 0
WINDOW WIDTH 1!,pr.1p
I ,te
13 ft
a - -
P
14 rowing no,
p 4 38
W96---------Ji
2.220- ��3
�4®
.055 --
.889
1.327 / r=•� Z
.817 /•i 0
.860
a. a
FRAME HEAD /•'� - 4 '��
.812
I M
1.437
.8181 II i N00� I
FIXED RAIL Q w f J
.9991
17 '31I—J
cm
1.187 .055 V1
1,6125
af
VENT TOP RAIL
1.562 .62'�� a L
m Z 3
F
o
.0"!�" wii�• oov
n.: 3MW J
FIX. RAIL REINF.
055 /. 0
3.125 2563 7.125
-� 3/4"WEEP NOTCH
1.070 .055 812 AT EACH END OF ji
SCREEN RETAINING LEC
1
-�i 612 .687 L S H VENT CORNER DETAIL v, I
VENT BOTTOM RAIL VENT SIDE RAIL
—f—
2.174
c v O1
0 o Nlq N PIP
.s3D S,H. FRAME CORNER DETAIL
2
.055 3.027 2.104 •055 Enyr:JAVAD AHMAD 'ODUCTREVISF:U
CML cmnplying u'ilh lire Florida
3.527 FIA PEN 3 78592 is Iep1:m �Carlo
'Ci•1�l '� C77 o I a
.812 lispirnat Dale
.815 1,179�I Mialgf Dade Product conlrolI`dr drawing ^no.1
''61 Ot v WH-38
FRAME SILL FRAME JAMB -sheet 5 of 5 1
M IAMDADE MIAMI-DADE COUNTY
0 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww,,ii.niian)idade.aov/building
Eastern Metal Supply,Inc.
4268 Westroads Drive
West Palm Beach,Florida 33407
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.050"Solid Bertha Aluminum Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 11-117,titled" 0.050"Bertha Aluminum Storm Panel", sheets 1
through 15 of 15,and IA of 15, prepared by Tilteco, Inc., last revision#1 dated November 15,2011,signed and
sealed by Walter A.Tillit Jr.,P.E. on November 23,2011,bearing Miami-Dade County Product Control renewal
stamp with the Notice of Acceptance number and expiration date by Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city, state, the
following statement: "Miami-Dade County Product Control Approved", and NOA number,per TAS-201, TAS-
202, and TAS-203, 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 entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 12-0209.06 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, &
E-5 as well as approval document mentioned above,
The submitted documentation was reviewed by Helrny A. Makar,P.E.,M.S.
NOA No. 13-0521.15
MIAMIDADECOUNTY '4 `" `"•,r�-''A '1 Expiration Date: 08/07/2018
Approval Date: 06/20/2013
Page 1
Eastern Metal Supply,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-1203.08
A. DRAWINGS
1. Drawing Number 96-331, Eastern Metal Supply, Inc., 0.050"Bertha Storm Panel,
sheets I through 8 of 8,prepared by Tilteco, Inc., revision 2, dated 07115197 signed
and sealed by Walter A. Tillit Jr., P.E.
B. TESTS
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test on 0.050"aluminum storm panels,prepared by
American Test Lab of South Florida, Test Report No. ATL #1022.01-96 dated
11108196, signed and sealed by William R. Mehner, P.E.
C. CALCULATIONS
1. Comparative Analysis and Anchor Analysis, dated 10121196,pages I through 15,
prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E.
2. Calculations for revised anchor schedule, dated 05102197,pages I through 33,
prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report of coils, dated 01123196,for Aluminum Alloy 5052-H32
by Barmet Aluminum Corporation with chemical composition and physical properties.
2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL
#846B dated 10131196,for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H98-0817.16
A. DRAWINGS
1. Drawing No. 98-172, titled "0.050" Bertha Storm Panel",prepared by Tilteco, Inc.,
dated July 7, 1998, last revision #1 dated Jidy 7, 1998, sheets I through 8 of8, signed
and sealed by Walter A. Tillit Jr., P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Test Report issued by Nichols Aluminum dated 05128198, with chemical
composition and mechanical properties of the 3004-H34 Aluminum Alloy panel.
He,1tfiy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 13-0521.15
Expiration Date: 08/07/2018
Approval Date, 06/2012013
Eastern Metal Supply,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0602.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0516.06
A. DRAWINGS
1. Drmving No. 01-058, titled " 0.050"Solid.Bertha Aluminum Storm Panel", sheets I through
15 of 15,prepared by Tilteco,.Inc., dated August 27, 2001, signed and sealed by Walter A.
Trait Jr., P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test,per SFBC PA 202-94
2)Large Missile Impact Test per SFBC, PA 201-94
3) Cyclic Wind Pressure Loadingper SFBC, PA 203-94
along with marked-up drawings and installation diagram of 0.050"Solid
Aluminum Storm Panels Shutter,prepared by ATL of South Morida, Test Report
No. 0221.01-01, dated 05102101, signed and sealed by Henry Hattem, Y.E.
2. Addendum to ATL of South Florida, Test Report No. 0221.01-01, dated 10112101,
signed and sealed by Henry Hattem, P.E.
3. Addendum to ATL of South Florida, Test Report No. 0221.01-01, dated 02104102,
signed and sealed by Henry Hattem, P.E.
C. CALCULATIONS
1. Anchor Analysis, dated 09110101,pages 1 through 53,prepared by Tilteco, Inc.,
signed and sealed by Walter A. Tillit Jr., P.E
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report of coils, dated 04124101,for Ahtminttrn Alloy 3004
-H34 by NA Nichols Aluminum with chemical composition and physical properties.
2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1 CM-384,
dated 03126101, signed and sealed by frank Grate, P.E.
^~ HgbAy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 13-0521.15
Expiration Date: 08/07/2018
Approval Date: 06/20/2013
E-2
Eastern Metal Supply,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UND a R PREVIOUS APPROVAL## 03-0707.02
A. DRAWINGS
1. Drmi,ing No. 03-141, titled " 0.050"Solid Bertha Aluminum Storni Panel", sheets I through
15 of 15,prepared by Tilteco, Inc., dated July 02, 2003, last revision#1 dated July 02, 2003,
signed and sealed by Walter A. Tillit Jr., P.E.
B. TESTS
I. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. OTHERS
1. Letter from Tilteco, Inc., dated Jttly 03, 2003,signed and sealed by Walter A. Tillit Jr.,
P.E., stating that the only change fr•orn the previous approved draining#01-058 are
the general notes#1  to reference the Florida Building Code and the ASCE 7-98
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0926.03
A. DRAWINGS
1. Drawing No. 05-073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets
I through 9 of 9, and IA of 9,prepared by Tilteco, Inc., dated 0412512005, last revision
#1 dated 0412512005 signed and sealed by Walter A. Tillit Jr., P.E. on 0911512005
B. TESTS
1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized
Steel,Storm Panels,prepared by American Test Lab of South Florida, Report No. ATLSF
0616.01-05, dated September 15, 2005, signed and sealed by Mlliant R. Mehner, P.E.
C. CALCULATIONS
1. Storrn panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and
sealed by Walter A. Tillit Jr., P.E. on 0911312005.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Off ce.
E. MATERIAL CERTIFICATIONS
1. Tensile Test Report front QC Metallurgical, Inc., Job No. 51M-926, dated September
20, 2005, tested per ASTM E8-93, signed and sealed by Frank Grate, P.E.
r t
HeWiy A. Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 13-0521.15
Expiration Date: 08/07/2018
Approval Date: 06/20/2013
E-3
Eastern Metal Supoly,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #08-0623.06
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0209.06
A. DRAWINGS
1. Drawing No. 11-117, titled " 0.050" Bertha Aluminum Storm Panel", sheets I through 15
of 15, and IA of 15,prepared by Tilteco, Inc., last revision #1 dated November 15, 2011,
signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs (PER.4).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Letter froth Tilteco, Inc., dated January 13, 2012, signed and sealed by Walter A. Tillit
Jr., P.K, stating that the drawing number 11-117 is in compliance with the 2010
Edition of the Florida Building Code.
fr
J,
Hilb"Iy—A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 13-0521.15
Expiration Date: 08/07/2018
Approval Date: 06/20/2013
E-4