HomeMy WebLinkAboutProduct Approval RECEI'.OV70 JUN 2 5 2015
MIAMI�I�AD MIAMI-DADE'COUNTY
��FC. `� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Mianii,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.utiamidnde.gov/oern/
T.M.Windows,LLC.
601 N.W.12"Ave.
Pompano Beach,FL 33069
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 PERA-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. PERA 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.
DESCRPTION:Series"605"Single Hung Aluminum Window(reinforced)
APPROVAL DOCUMENT: Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung
WDW.(LMI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,
2412,signed and sealed by 3avad 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.
ISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitation:
1. Exception:Glass type I(sheet 4)is not approved for Small Missile Impact Rating&shall not be installed
above 30' above the grade.
2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2.All United installed with
optional Fin-mount are limited to max Dp=+/-61.0 psf.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be consideredalter 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
expirations date may be displayed in advertising literature. If any portion of the MOA 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.revises&renews NOA#09-0604.24 and consists of this page 1 and evidence pages E-1,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E. .�.
�( wMIAMI-DATY NOA No 12-0213.05
DS COUN•, ,l Expiration Bate:July 05,201'7
Approval Date: May 03,2012
�, t Page 1
T.M.Windows,LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I Manufacturer's die drawings and sections(transferred from file#09-0604.24)
2. Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LNH)",sheets I
through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,2012,
signed and sealed by Javad Ahmad,P.E.
B. TESTS(transferred from file 4 09-0604.24)
1 Test report on 1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3) Large Missile Impact Test,TAS 201-94
4)Cyclic Loading Test,per TAS 203-94
along with installation diagram of an aluminum Single Hung window,prepared by Fenestration
Testing Laboratory Inc.,Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01-
22-09,
1-22-09,both signed and sealed by Michael S.Wenzel,P.E,
2. Test report on (Transferred from file:#07-0404.04)
1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94
4)Large Missile Impact Test,TAS 201-94
5)Cyclic Loading Test,per TAS 203-94
along with installation diagram of an alum Single Hung window,prepared by Fenestration
Testing Lab Inc.,Test Report No.FTL-3975 dated 10-22-03,FTL-3755 dated 03-24-03 and
F TL-4514 dated 01-25-05,all signed and sealed by Edmundo Largaespada,P.E.
3. Additional test report No. CTLA-416W dated 04-11-00 issued by Certified Testing lab w/
addendum letter Jan 22,2002, signed and sealed by Ramesh Patel,P.E.
C. CALCULATIONS
1. Anchor Verification calculations complying w/FBC 2010,prepared by AL-Farooq Corp. ,
dated JAN 18,2012,signed&sealed by Javad Ahmad,P.E. -
2. Anchor Verification Calculations&comparative analysis complying w/FBC 2007,prepared
by AL-Farooq Corp. , dtd 05-15-09,-signed&sealed by Arsbad Viqar,P.E. (file#09-0604.24).
3. Glazing complies w/ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for their"Saflex Clear or
colored interlayer",expiring on 05/21/16.
2. Notice of Acceptance No.12-0130.01, issued to Cytec Industries Inc. for"Uvekol S
laminated glass interlayer",expiring on 02/08/2014.
F. STATEMENTS
1. Statement letter of conformance FBC 2010 and letter of no,financial interest,prepared by Al-
Farooq Corporation,01/13112,signed and sealed by Javad Ahmad,P.E.
2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al-
Farooq Corporation,dated 05/28/9,signed and sealed by Arshad Viqar,P.E. (file#09-0604.24)
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises-& renews NOA 4 09-0604.24,expiring on April 21,2016.
2. Test proposal 4 07-3765 approved by BCCO dated Feb. OCA,Zg07. AhH
ls6aq 1.Chanda,P.E.
Product Control Examiner
NOA No 12-0213.05
Expiration Date:July 05,2017
Approval Date: May 03,2012
!1* v
53 1/8" 53 1/8"
WINDOW WIDTH WINDOW WIDTH a m
48 1/4" 40 1/4" Q
O.L.OPG. W. (FRED—) D.L. OPG. W.(FIXED) F
FALSE MUNTINS �Q
21"MAX. m FFACE MUNDNS
(SURFACE APPLIED 21"MAX.(SURFACE APPLIED) d O
MAY 8E US A HEAD/SILL CI z� MAY BE USED Al HEAD/SILLZ 01
v
u 70
0t v
d ii %% ii "d I ii i% i i 0 ro a
L--E-_-1+-r=_= O
j1 n
1 n �
M Q II II ri M _j I II II I Mf LL=
L'1 =111
LiI O
S li ii o if
it
11 It
� II 11 I
11
Ifif
D_ ILL______ u0 V \ I II L, 11 I O
�j
___ \Gl o. _--- 11__ U_____. z
p I II �j Ij I m M
C1 i j/ J�iw
u n I n n I "+ q
C 2 h
p1 00 Nlg$
Z n
SHEADD/SILLMAX.. 5 I/2'MAX. §z
a7 3/4" CORNERS MEAD/SILL 4.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, O.L.OPG.(VENT) 47 3/4' CORNERS o O
SHUTTERS ARE NOT REQUIRED. D.L. OPG.(VENT) FW,EL
_.---- 50 1/e" —�
SERIES 60.5 ALUMINUM SINGLE HUNG WINDOWVEN
WIDTH 1/8 DTH VENT WIDTH q
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION TYPICAL ELEVATION
CHARTS SHOWN ON SHEET 2. EQUAL LITES WITH OPTIONAL FIN
APPROVAL APPLIES TO SINGLE UM (SEE DESIGN CAPACITY CHART) EQUAL LITES
TS OR SIDE BY SIDE 4
COMBINATIONS OF S.H./S.H, OR SINGLE HUNG WITH OTHER (LIMIT DESIGN CAPACITY TO 461.0 PSF MAX.) 6 a
WINDOW TYPES.IN MODULES OF TWO OR MORE WINDOWS USING u
MIAMI-DADE COUNTY APPROVED MULLIONS,IN BETWEEN. 0 g
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875"
WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) _ WINDOW WIDTH - 5.375"
D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5"
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH HE LAMINATED GLASS
REQUIREMENTS OF THE FLORIDA BUILDING CODEINCLUDINGHIGH VELOCITY 0 0 0
HURRICANE ZONE (-HZ). I IINEIUL. LAM. GLASS @ m u o w
e>oB�vacvlgkt LARGE MISSILE IMPACT
18Y OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ttiy.��tywlls tlx lRal� g a
TO TRANSFER LOADS TO THE STRUCTURE. I Cdr
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS Iz^�/ Ener.JAV AHMAG
N 33
EMBEDMENT TQ BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '„ FIA.PE nppL'70582 C 4.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS.ARECAN.'36�8 .
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Browing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 45,2012
W�6-34
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 20D3.B.4. sheet 1 al 2 j
TYPICAL ANCHORS_ ILLUSTRATIVE DTLS.ONLY TYPICAL ANCHORSH11. 91
SEE ELEV,FOR SPACING EX7. OR INT. FINISHES SEE ELEV.FOR SPACING An.'
N0Y OY TM WWDOW
METAL MIAMI-BADE COUNTY APPROVED o
1BY STRUCTURE MULLION & MULLION ANCHORS
CONCRETE - WOOD.IOUCK SEE SEPARATE NOA ! g j
EDGE DI$'TP a r EDGE DIST. E Digi. ' Q
a a° o o ,4° e a 0 tom
EOC I b EOOE.015T. ) v
O� q
g u' N TYPICAL ANCHORS TYPICAL ANCHORS 00.9 00
4
j+ ! y it it SEE D". FOR SPACING SEE ELEY.FOR SPAC NG
TYPICAL ANCHORS ---- d s"Z G
ii !I !i SEE ELEV. WOOD @LICKS ANO METAL STRUCTURE NOT BY TM WINDOP{5 C m .Q
it 11 it I! FOR SPACING
it p MUST SUSTNN LOADS IMPOSED BY BLAZING SYSTEM a 13 IL ui
ii ii It
AND TRANSFER THEM TO THE BUILQlNG STRUCTURE. IL z�(�N�(=
It
o a I 'fYPIGALA. N�OORS: SEE ELEV.FOR SPACING Q w Tt
3
c ii ii ,]„[4"DIA. TAPCON 13Y'ITW' Fu-120 KSI F-92 KSI
f I4"DIA. ULTRARON BY'ELCO, (F.-177 KSI.Fy-155 KSQ g
OPTIONAL TO it i! OPTIONAL TO INTO 26Y WOOD BUCKS OR WOOD STRUCTURES
t1 it 23 15 SPRING LATCH - j! it 23 15 SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD t
n m
REINFORCINGPTNS ! ! 72 REINFORCING l `! f 2 THRU 1BY BUCKS INTO CONIC. OR MASONRY 0.�,
SEE SHEET 2 f` .� SEE SHEET 2 -YI 1-1/4" MIN.. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC"OR MASONRY M
1.-1/4" MIN. EMBED INTO CONC. OR MASONRY
�r `••✓ LJ REINFORCING RDNFORCNO rmpElm pliwWAD ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �J¢Z
O -OPTIONS x OPTIONS ea nl�iRe#ua'll� IN70 METAL STRUCTURES
SEE SHEET 2 (("44�� SEE SHEET'2 �.
91 I1 STEEL; 12 GA. MIN. (Fy = 36 KSI MIN.) N 17I
i W j ii '1 i it Daft
ALUMINUM ; 1/8'THK. MIN. (6083-75 MIN.) 2
YC i i� ii ; Ij ii hNm� nhtE "
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED.OR PAINTED) 3 a
� s ij ij 1 iI :I d a z
y a _ DeA 2 SMS OR 5ELE DRILLING
--SCREWS (GRADE 2 CRS)
INTO MIAMI-BADE COUNTYAPPROVED MULLIONS (1/8 THK. MIN.)
ftIt, a tx 1 II it o (NO SHIM SPACE)
i tt tl GO
GO I li ti
TYPICAL EDGE DI TANCE
I INTO CONCRETE AND MASONRY - 2"MIN.
r
INTO WOOD STRUCTURE- 1" MIN.
a ii it INTO METAL STRUCTURE = 1/2" MIN. c $tr
0 0 z8
5 � 5
CONCRETE Al H£AD,SILL OR JAMBS Cc- 3000 PSI MIN.
C-00 HOLLOW/F4.LE0 BLOCK AT JAMBS Pm-2000 PSI MIN.
cYi 5 � 6 ua
U 2 SEAL ANTS
ii ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYLIC SEALANT.
W1 j
\ W2� i t 1 I 11 WEEPHOLES: c m u o w
r•-- Wt - 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG u�
W2 - 7/e" LONG NOTCH AT EACH ENO OF EXTERIOR LEG
Engn JAVADi AHMAO
C
ALTF}iNATE FRAME SILk FLA PE 70592 q
EDGE c.aN, saB $D
EDGE DIST D! L d $
TYPICAL ANCHORS
TYPICAL ANCHORS SEE CLEV,FOR SPACING tlfowing Ro.
CONCRETE SEE ELEV.FOR SPACING W06-34
FRAME WITH FIN OPTION
(LIMIT DESIGN CAPACITY TO t61.0 PSF MAX.) i PR 2Q)2 sheet:4 of 7
VENT WIDTH, ITEM PART p QTY. DESCRIPTION MATERIAL MANP./9UPP13ER/REAIAR6S
O 1/4• MAX, 1 CW-36785 1 FRAME HEAD 6063-TB -
1/4 MAX, D D.L. OPG. SHIMS 2 GW-37731 1 FRAME SILL(4"HIGH) 6083-70 -
SHIM 16 18 2A DA-3608 1 FRAME SILL(3"HIGH) 6063-T6
8 13 - t 7 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMS 6083-T6
SEE ELEV. 4 CW-36708 I MEETING RAIL. 6063-76 - F.
METAL 7 _ Ir FOR SPACPIG l4 J
STRUCTURE-,,,, 19 P ° 5 GW-36665 1 VENT TOP RAL 6083-TG - p y$ o2
6 GW-37730. 1 VENT BOTTOM RAIL(4"SILL) 6063-T6
6A, CW-37559 1 VENT BOTTOM RAIL(3"SILL) 6063-T6 - 0
7 CH 31,134 2 VENT JAMB STILE 6083-T6 - - - <
o p' B GW-31470 2 VENT.STOP 8083-T5 -TYPV p P
�a'ANCHORS
SEE EIEV. . - - _ _ 9 19-56 4/VENT GLAZING BEAD ANGLE 6003-T5 - IL
FOR SPACING __ • 9A TM-123 4/VENT GLAZING BEAD - • 8063-T5 - o oy n s
w 98 TM-170 4/VENT GLAZING DEAD 8063-T6 - Q; co
w 9C 7M-161 4/VENT GLAZING BEAD(INSUL ULII.GLASS) 6063-T8 - LL w 4' m
EXTERIOR IBY 10 #8 X 1/2" 12/VENT GLAZING ANGLE SCREWS ffSTEELH SMS' w J Cp
3 WOOD BUCKS 11 4037 ta'
D.L. GPC.(FIXED) (1)STRIP FIN SEAL WEATHERSTRIP C.RAIL/FRAME SILL Q urt P
12. 2240 (1)STRIP FIN SEAL WEATHERSTRIP T TOP
WINDOW WIDTH 13 3722 (2)57RIP FIN SEAL WEATHERSTRIP NT JAMB STILES
14 - 2 1 1/2"x7/8'5,3/4"FINSEAL PAD AME SILL CORNERS
TYPICAL ANCHORS 15 2/VENT LATCH LOCK AT S"FROM ENDS VENT TOPTYP - 3
SEE ELEV.FOR SPACING CAL ANCHORS 15A TM-110A 2/VENT SPRING LOADED EGRESS LOOK T BOTTOM'RAIL 3
SEE ELEV.I TOR P 16 - 4/VFNT VENT GUIDE NT INT.CORNERS p
1/4'MAX.. D 1 17 - -2/VENT CALDWELL SPIRAL BALANCES F16 t/4"SHM /VENF BALANCE COVE-R ME HEAD/JAMBS = J s
SHIM 78 WVR-8302 2 U
8 13 19 N69 2/VENT CALDW-ELL BALANCE CLIP - VENT GOTT.CORNERS J 4 t<
20 - 2 ®12 x 3/4'-P.H, SMS STEEL (1)AT EACH BALANCE .,.1A =
2 VU
7� 27 - 8 912:x t'P.H.SMS STEEL FRAME:CORNERS Q N W X
22 - 8 X10:. 1"P.H.SMS STEEL VENT CORNERS �, .Z m
_ 23 - 4 Le 3/4"F.H.SMS STEEL (2)AT EACH LATCH `c4. ?r 7,^
m
24 - 4 e8 x 3/B"F.H.SMS. STEEL AT EA.PLASTIC GUIDE u� z�
8 .J 25 - 1 7x1 3/16-3/4x1/8'CHANNEL STEEL AT VENT TOP O O
S N CL
N 26 = 2 Ix1/4 THK:xa'LONG BAR ALUM. (1)AT EA MTG.RAL.END ��_7
S 27 1 1/2-1x1/2.1/8'CHANNEL STEEL A7 MEEFINGRAIL
�O 28 7M-161 2 FIN TRIM FOR JAMBS 6063-T8 N;`d
29 TM-163 1 FIN TRIM FOR HEAD 6063+TB -
3. 30 03-164 1 FIN TRIM FOR SILL 6063-T6
WINDOW WIDTH. 31 TM-179 1 MTG,RAL REINFORCING CHANNEL 6063-75 A7 MEETING RAIL �#
AIIAMI-DARE COUNTY -•_ o '
FRAME WITH FIN. UPT10N APPR,U CUPPED SEPA MULLION 32' TM-178 1 TOP RAIL REINFORCING CHANNEL 6065-T5 AT VENT TOP
SEE SEPARATE NON 333
TYPICAL ANCHORS P!m aticToxvivw
SEE ELEV.FOR SPACING . Swill l►c Flw1AN. ooT"i E.i S i
FMS/{bM
�Iv 4�•J, 4� �m 9�&C
En9r:JAYAO,AHMAO
CML
M,PE 6 76592
_ ..:CAN..3538
EXTERIOR dr0wmg no.
WINDOW WIDTH WINDOW WIDTH W06--34.
......- A 2 5 2012 sheet s of �
D
D
.
A
A Z
Z
e�
Z
4
0
-1
\ 0
Z b Z
N
N
N �mCIG"
ro �.
a �
f
o Oo1e Oh2h06 revs ons: SERIES 605 ALUMINUM SINGLE HUNG WDW,(LM.I
oa e eJ AL-FAROOQ CORPORAT(OIV 'a
p n —el ion
IJ2'-- 1' B.11.05.08 REV.PER ecc0 rum s ENGINEERS&.PRODUCT DEVELOPMENT
W > �1c T.M. WINDOWS LLC.
v o c 01.10.08 a.-ss&aEw..oPnoes AnD. 601 N.W. 12TH AVE. 1235S.W.87AVE
O �•�Y% i1AAlID ' D 05:1209 1t 1E0 FOR?007 11 MIAMI,FLORIDA33174
e ,c a m.tatz x�a.aee Tna s En _ POMPANO BEACH, FL. 33069 TEL.(303)284A100 FAX.(305)2825979 C
v _� '- --• - TF1..(9S4)781-4430 FAX-(954)781-5078 COMP-ANL W06-34TMW