HomeMy WebLinkAboutNOAMIA14 MIAMI-DADE COUNTY, FLORIDA
Im PRODUCTCONTROL SECTION
DEPARTMENT OF PERMMING, ENVIRONMENT. AND REGULATORY 11805 SW 26 Stroct, Roorn 208
AFFAIRS (PERA) MlarnL Florida 33175-2414
BOARD AND CODE ADMINIST1RATION DIVISION T (796).)15-259D P (786) 315-2599
NOTICE OF ACCEPTANCE CNOA) M M%y www.mIgmidadunWag
CGI Windows & Doors R ATW I
10100 NW 25 Street WIJ SCANNED
Miaral, n 33172 at LU BY
SCOPE: cie GDanty
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 Miarni-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-Dado County) andlor the AHJ (in areas other thart Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material falls to
perform in the'acoopted manner, the manufacturer will incur die 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 acceptanoc� 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.
DESCRWTION: Series "360" Aluminum Single Hung Window - LM.L
APPROVAL DOCUMENT. Drawing No. W05-61, titled Series 'Alummum'Single Hung Window
(L.M.Lr, shem 1, IA, 2,2A, 3,3A, 4,4A and 5 through 10 of 14, dated 01/28/05, prepared by AI-Farooq
Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Abroad, P. E., bearing
the Miarni-Dode 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 mixac impact Resistant:
LIMITATIONS: Glass lites wider than 36" shall have two setting blocks perFBC requmn ents.
IAMLING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
model/ series and fbillowing statement: Wiami-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 datc or if them has been a revision or change
in the materials� us% and/or manufacture of the product or pro6ass. 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: Thc.NOA number preceded by the words Miami-Dadc County, Florida, and
follomied by the expiration date may be displayed in advertising literature. If any portiow 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 revises NOA No. 69-1210.05 and consists of this page 1, evidence pages E-I and B-2,.as well as
approval document diontioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 12-0221.14
Expiration Date: May 059 2015
ST. INN ION ApprovolDate: May03,2012
REVIESMiEIR COW CE page I
REVIEWED BY
'W I
'!� ;_ JaFT.Or
DATE
P
PLANS AND PE ST BE 1aPT.ON JOB
OR NO INSPF CTION WILL BE MADE.
4,
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CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(SubmWed underpreplons NOA No 08-420& 06 and OS4215.02)
2. Drawing No. W05-04, tided Series "Aluminum Single Hung Window (L.1VLl.r,
sheets 1, IA, 2,2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated OV28105, prepared by
AI-Farooq Corporation, with the latest revision "V' dated 01/03/12, signed and
sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air MItration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade
10, per FBC 2411 3.2.1, TAS.202-94, per ASTM F 58",
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by . Hurricane Test Labor story, LLC, Test Report No.
HTL-0080-0402-08, specimens 1, 2,3 and 4, and 1117�0080-03L"4, specimens
1, 2, 3, 4, 5, 6, 7 and 9, dated 04/03/08-07/22/08 and OV29/04-04102/04, both signed
and sealed by Vinu L Abraham, P. E.
(Submiged anderptevious NOA's No.'s 08-4208.06 and 05--0215.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 02/12/12, prepared by AI-Farooq Corporation, signed and sealed by Javad
Ahmad, P. E.
2. Gluing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miann-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNernours & Co., Inc.
for their "DuPont Sentry Glass@ Interlayer" dated 05/20010, expiring on'
01/14/17.
Jaime D. Gasc&, P. E.
Product Control Section Supervisor
KOA No. 12-Ml.14
Expiration Date: May 0.%2015
Approval Date: May 03,2012
E-1
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CGI Windows & Doon
NOTICE OF ACCEPTANCE: EVIDENCE SVRAffrM
L MATERIAL CERTIFICATIONS (CONTINUED)
2. Notice of Acceptance No. "20.08 issued. to Solutia, Inc. for their "Vanceva
Composites Glass Interleyee'dated 07/17/08, expiring on 12111/13.
3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Sallex HP
Glass Interlayer" dated 04/17/08, expiring on 04/14/13.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC-2010, dated 01=/M signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letters for Tea Report No. RTL40904402-08, specimens
1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07122108, signed and
sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 08-120&06)
3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens
1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Tea Laboratory, Inc., dated 04102/04,
signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previo us NOA Na 054215.02)
G. OTHERS
'I. Notice of Acceptance No. 09-1210.05, issued to CGI Windows & Doors for their
"Series-360 Ahaninum Single Hung Window - L.M.L", approved on 04/07/10 and
expiring on 05105115.
(= il , �-- .
Jaime D. Ganon. P. E.
Proftei Control Seedon Supervisor
NOA No. 12-0221.14
Expiration Date: May 05, 2015
Approval Date: May 03,2012
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112,* (typ: (large)
General Window Sections
a !kLi
IE AkD VENT DETAILS FOR CLASS TYPES I &
SHEETS 3 & 4 FOR CAPACITIES
In.tallation S.r..
(R.fe, to h..t.
5,6 & 7 far
spacing Infomation)
3 9/16. Do Y'qh' "&Y"lgoh, 9/16.
Y'qh
3 9/16. Opno.
Vindow Width Winds* Width
Standard 12 Psf Sill Optional 15 PSF Wales, L;Adooptors
Co. t b. � im Wk
INSTRUCTIONS FOR USING CAPAM CHARTS:
STEP I
A� 01i ORDIOP10-
JELEJ ornamaimm m CARAmor OF m �
STEP 3 01310WE TO ANC0106sl TOT
STEP 4 IF AUAMIAOM M&O"U%Wn W
cmINNERY FOR '94
-We-,
5YEP AIL
Afty TO M ffil�m
FM =P I.
ALMU110111 SINGLE MWG IM
� Applam TO MPOOLE %IHIT5�08 5101E BY SOE CQ�AROI!s
W SKAK 0 WKU mmo vwDi amam mAi conflY
� %V1001n; MW �OAIW calown,
m savocat
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INLL APKY TO � 831
m Pliffli immis 13130111 DOWAIM AND TE!RTO 10 OMPLY m m
*E� OF M FLOAVA Man" COM �m IOGM MOCRY m
RtmRi zow ("*0
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um TO PC s�.
AWNHOM sliou u As IRRID. W*31) #3 � ON DOOME. ANC, 4M
Masi TO IW54l WAR)"AL � BE KVOND � 061 W
WW'MaZOW asss' Agar sIgumo W THM Mi AW
A wiiAo mi 0 mo K mum W � Wo v,aco cosy.
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=me m cosmAct WrM, OTHER adi �IIVTW
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pi -CCU
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gz-; Raw
sl
not
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o sit
11�
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Standard 12 Psf Sill
FIRAME AND VENT DETAILS FOR GLASS TYKS 3. 3A. 4 AND 4A.
SEE SHEETS 3A & 4A FOR CAPACITIES ' M
OFMAL TOP RAIL SWEEP LOU NOT ANOILABLE WITH THESE
in in GLASS TYPES., z
®R
ulated Laminated
OpWnol 15 PSF Water Bar Adaptor
Oun t W used with l.k t,. (6)
F
tnst.1l.b.n Screws
(Refeto
r hosts
5 11 7 for
.F�.6
e.9 information)
Vdsw Wide,
log
T-
LID-
- 11
-IF]W)
- . - .
III
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101
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Bill of Materials
ITEM PART QUANTrrY DESCRIPTION MATERIn MANY./SUPPUKR REMARKS
I W232DING AS REDD. WOOL PILE WITH CENTER SOFT FIN WwO PILE ULTRAFAS/SCHLEGEL
2 CGI-612P AS REDD. PU%SrIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS At INTERLOCK
3 0140-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY
-4 �/A AS REOD. GLAZING GLASS VARIES
5 N/A I COMPLETE SCREEN AUW/MESK
CGI-615C I OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 0 WOWS. 28* WIDE & SMALLER
6 & 616C ATTACHED W/(2) 18 X 5/8- FH SMS 2 0 WM. OVER 28" WIDE
7 A30700 & OPTIONAL SWEEP LOCK & KEEPER (roptwee 1 0 WOWS. 211" WIDE & SMALLER
C30705 I OR 2 36m 6) ATTACKED W/(4) #6 X 5/8' 111 SMS ZINC TRUTH HARDWARE OR EQUIV. 2 0 WOWS. OVER 28* WIDE
8 la-if-XX-100 I OR 2 ZINC TRUTH HARDWARE OF EQUIV, 1 0 WOWS. 28' WIDE & SMALLER
2 0 WOWS, OVER 28` WIDE
- 9 2 TIC DOWN BLOCK ZW6 Tom cAI;nNQ
10 V�LES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES 80 ' TH - BALANCES CAN BE USED
11 C04-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB
12 CGI-61ap 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMES wwwacruff"11YO,
14 CCI-613P 2 nXED VE�i SHm PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT adi" 22 14
—15 COI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING
M CASTING
16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT M�ID
2 CTW�IER VSTEM ZINC CUSTOM CASTING OP=NAL. - BALANCE ATTACHES TO IT
is N/A 16 VENT ASSEMBLY SCREWS S/S VARIES 110 X 1 1/4' PH US (2 PER CORNER)
19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4� PH SUS (2 PER COMER)
20 CGI-38V AS REDD. VINYL . BUL . 8 . PVC PROTOTYPE PLASTIC EXTRUSIONS cz WIN 3
21 V4ES AS REDD. STUCTURAL SILICONE SILICONE 3 SIUCONES CE-12DO, GE-20M & DOW 993
22 CGI-632 I OR 2 COMBINATION EGRESS WB LOCK & UFT/PUU- ZINC CUSTOM CASTING 1 0 WDWS 2a" WIDE & SMALLER d.Mng
ATTACHED W/(2) 08 X 5/8' FH SMS (FOR USE WITH WATERBAR) 2 0 WOW& OVER 28* WIDE W05-04
I mh�of I
Iwo
3S97
LO
Ll
152
601-F,.m. Sill]
60�76
AM
1.701
T
g
9
L
VENT SHAPE&
ma
FOR GLASS TYPES I & 2
F-2.125
2 0
H,
VENT SHAPES
FOR GLASS TYPES 3. 3& 4 & 4A
Zzd
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An
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'ad �111:�
F .i T�
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I f i All a:
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gig;
71
120' MAX.
height
AMMI&W MGLE HM WMDDW (LJLL) ALFARODQ CORPOFLOLTION a
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height
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CGI WINDOWS & DOORS =Z5&W.WAVE
10100 N.W. 25TH STREET I ULVA�=7*
MIAMI. FL 33172
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CGI WINDOM & DOPOI
10100 NA 25TH STREET
MMI, FL. 33172
Tm(305)� mcu
1/2-
ui� Glass ate
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DOMARX111fif STATEMM DOMM-M-219
UNEQUAL LITES
VISIGH MAD C
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1.
24'
M
12V
TV
M:
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24'
UO'
,075 Vo0cova Storm or
3/16- HS 1 090 Sentryglass or
.100 Saflex HP
f,3'/16' HS
3/8" Air Spam
1/19- HS
'0
.075 Vanceva Storm or
WE (ORML)
--- 090 Son"glass, or
1/8- HS
.100 Soflex HP
M TYPS -,-WE
1/8 HS
0 IDMG 12104
1 100.0 1 172a
0 1010 IM0
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Ina Ina
Me 12.
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INA I Ina
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.07.9 Vonm,,o Storm or
3/16- AN 090 Sentryglass or
.100 Safiex HP
ANN
Glass Type "3A"
3/8* Air Space 1/191- ANN
N,a j(075 Vncava Storm or
)90 Sent 'coa or
1/8- A 'I'D S.fl,79HP
,1 /8" ANN
Glass Type "4' Class Type "4A"
METAL SPACER ARO(IND
THE PERIMETER OF THE GLASS.
width
Th. Me ..d
Une uall Lite Window
Ow.
Fit M K , �4el
AU values shown " Design PSF (Pounds per,Square Foot)
VALUES FOR EXTERIOR LOADS(+) sHOwN ARE 4tll
FOR SILL WITH WATERBAR ADAPTER
, 11 , I * 11
W05-04 11
I j
Z� AA I- U
InStOfIGtion
Type "A"
I . 4 O�,cle P.T. Wo,xl
Buck bed in 0
Sealant NO
1/4' Dia.
Flat Head
Top -Con
I nt
(typ)
Screws
(or equal)
u 14�"
2 3/4'
1 x 4 Beveled P.T.
Wood Buck (typ.)
1 1/4 9 0
_2pLiono! PrCost Sill
IMPORTANT NU)E:
Wood Bucks must sustain
loads imposed by glazing
system and transfer
them to the building
structure.
TYPICAL ANCHORS = �. rest �
1111! DIA. UITRACON BY'FLCW (F..In M, "W Kill
lie OW HILTI KWK-CON A D.-IN KSL F,,137 As)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2' AM PENETRATION INTO WOOD
THRU TOY BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-3/8' MIN. EMBED INTO CONC. OR MASONRY
t14' OU. SELF ORLIANG SCREWS IOM 2 ass)
INTO METAL STRUCTURES
STEEL : 12 Gk MIN. (Fy - 3a KS! MIN.)
ALUMNA : 1/3- THK. MR (6063-TS MIN.)
MEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
A14 SUR OR Wir ORILIVIC SCREWS
INTO UM-DADE COUNTY APPROVED NUUMNS (MIN. THK. - .090')
(NO SHIM SPAM
TY111CAL. MCE DITTANCIZ
INTO CONCRETE AND MASONRY . 2-1/2' MIN.
INTO WOOD STRUCTURE - I' MIN.
INTO METAL STRUCTURE . 3/4" ULM.
COI)IORITE AT WAD. SILL OR JAMS rc - 30M PSI WIN.
C-90 HOLUM/FLUED BLOCK AT MAIS r. - 2000 PSI UK
Values for Instellatiori Type "A' cpply to the following installation types. with
maximum shim space 1/4":
I- Using lby P.T. wood bucks, min. 5/8' thick,
2- Virectly into masonry. without the use of wood bucks.
3- Directly into a steel or aluminum structure
min. 1/8' thick and using #14 Take or SMS.
Structure meet be designed by others to sustain the loads imposed
by the window.
Z
I
iN
Z SJ
Y18 -1
MIN
W05-041
insWicition Type "B"
2 x 4 8"aled P.T. Wood 8.0
Suck bed in
sealant (typ)
qual)
I — 3/B" min. Wood embed Sealont�
(typ) 'E
1 2'
W�
2 x 4 Beveled P.T.
@inB Wood Buck (typ.)
&
Optional Pro —Cost Sill
Installation Type "C"
assad on wood Pe an. on omy
o3i, I x 4 a, 2 4 ond bu,�.
Book bad in
sealant (typ)
4" Din- 1101 Head
(tYP)
E
h
S eat Met,, S.�..
1/4" Die. Top —Con
EF
.11
x 4 & 2
x 4 P.T.
Wood Buck (typ)
See Installation
Types *A* & "B'
In, I x 4 & 2 x
4
P.T. Wood Buck Styles
Penetration
Wood Bucks must at
loods imposed by 91,
system and transfer
them to the building
structum.
Optional
Non—b.Med
Wood Back
(dotted)
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RHO
K 4 4 k
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All
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'M xmwuv SHM MIC MFMR00Q CORPORATION1 a
CGI WINDOWS & DOORS
MIN
10100 N.W. 25TH SMEET MtftKk�=74
Fm : MMI. FL 33172 1AX I I
V� I,
lay
-7f
Vertical Mullion Performance Horizontal Mullion Performance
Tributary Width = W1 + W2 For Window Performance, refer to sheets 3 or 4
2 1 z
For Window Peff(31111110ACII. refer to sheets 3 or 4
W1 W2 W
W2
Sealant - #14 x V Fill
Ser. 3
TIM Telo, or SMS
�-3- a
fEn ... ... M MI I
to
Lj i
1:> r--C, Sidon'
(typ)
Multiple Opening Multiple Opening C
(2 or . .1ma.) (2 or . V x 4" x 1/88 thk. Aluffinum
w/ I acre. on Not, side of Mullion wl 2 a, 3 mrs" 9. each We of nnuHi. TOM Muhl. (u..I;ppd at nd2l
on (Mull length . Wdw Width - i')
Standard! installation High Load Instaffation
(- - addillcuial holes to be drilled by installer)
1* x 4' . 1/8' thk. Murninurn U.1"osm abuse! Mull) WA4171I - N Dei 1041) W� - sau,es, n— M uws
Tube Mullion (unclipp it at endsl an't"A's 7suas "am mom no� � �wo
MaNIUN" 111113111313111 MDOW miss. Imill m mousimim socums
(Mull length - Will. Height I m"Now Diss. I Now sms no m 11,01 v�� No 459
11:11"I � [MI.) & Mi-) WX-) a MIT-) W.C.) & I. tZ.
2r INA 2HIA 210D w VIA 1:211.11 INA 5�1111` W a," 21" 2100 W
#14 . 3/4' FH W In, 21s) 210A W IlLs INA Im, 11-1/1" II(M) 3100 21!�j_ 91F A
Telco or �S Ir I= 11100 210A v as 1012 UPS s"lls" i94A 21" Nice Z!d—
or or No ties 2104 w or 41.2 CA m 3r 170J.- I'm 21" ri
4r im 2tU IHQA 1. 41.1 CA 04,11 SA-1/mr INA 210A 21M 5111 Big
R
W I'm a," 2160 W "A as 70.1 T-1/w —Im 1102 at"
H" 2140 2tGA 1. swill 411,11 GUS 20-Iff 50-W I=$ IMU ties
2C I'm 21M 21" 2V INA w 3r No 2100 2100
U" 21" 30' —"a —m itz-vor 101.1 =3 21"
P Sr our AdkA 74A I I I"Ir $293 NINA 21"
or ol
21&0
1=j WT CA 074 02 m-.1r ar as
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ALUMM SNGIE HMO Ww�llww (LLMIL.) ALFAROOQ CORPORATION
�CGI WONDOWS & DOORS
AW
10100 N.W. 25TH StREET
MMUL FL 33172
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10100 XW. 25TH STREEr
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0— 22
MIAMI-DAM
M
DEPARTMENT OF PERWITING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
Miami, Florida 33175-2474
T(7W315-2590 F(786)315-2599
PGT Industries
1070 Technology Drive SCANNED
North Vexdce� FL 34275 ArIN BY
SCOPE: OF( SuudeCounr
This NOA is being issued under the applicablefic sluga ati eming 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 Midmi-Dade County Product Control
Section (In Miami Dade County) and/or the AFIJ (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 theirjurisdiction. 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'.
Ibis 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 "SH-200" Aluminum Single Hung Window — NX
,APPROVAL DOCUMENT: Drawing No. MO-SM09-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Mian-d-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
NIISS]LE LVIPACT RATING: None
LABELING; Each unit shall bear a POTTuallent label with the manufacturees name or logo, city, state,
modellseries, and following statement: 'Miami -Dade 6unty Product Control Approved", unless otherwise
noted herein. A
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 perfbnnance 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, andfor manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for Wes, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause fbr 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 revises NOA 0 11-0614.01 and consists of this page I and evidence page E- I, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 11-1013.12
Expiration Date: September 01, 2016
Approval Date: December 08,2011
Page I
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JROSOWSM
5
DESIGN PRESSURE A
. ....
1070 CM DF�
.....
mm
SINGLE HUNG WINDOW INSTALL N
I
1, 11 110
NOKOWS.
M
INSTALLATION DETAILS FOR FLANGE.FRAMES
INSTALLATION
OPTION I
CURWO HEADER
INSTALLATION INTO WOOD
2X, SEE NOTE 2, THIS SHEET.
IA6r
%qSIBLE
LIGHT
HEIGHT
BUCK EXTERIOR
HEIGHT
I I <�]
nP.M.MP
HEIGHT 35
VI ISLE
LIGHT
HEIGHT
IN
2.264-
EMBED
MENT
—ElIrMAX
SHIM
SHEET.
USE EITHER
LATCH (4 20) OR
BOTTOM LOOK
(NII).TEMD
UNITLOCATION:
MW FROM
VENT END.
OPTIONALADDON
FLANGE CHEAD, IS
BILL & JAMSS
EMBEDMENT
F::
I.:,, �� �'
EDGE
DISTANCE
TYP.ANCHOR
TYPE,
'qlf-
EMBEDMENT
ANDEDG9
SHIM DISTANCE PER
_JL INSTALLATION
�PTION 1
STRAIGHTHEADER
INSTALLATIONONTO
WOOD 2X. NO ANCHORS
RECIUIREPATHRADER.
#12STSEL 114' MAX SHIM
SELF-DRILUNG
BMS(05),SM
TABLE a. THIS
SHEET
INSTALLATION\
OPTION 4
INSTALLATION
'pj
ANCHORS
DIRECTLY INTO
METAL.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
DADE APPRMED MULLION,
ALUMINUM. STEEL FRAMING OR EXTERIOR
STE1iL8iuw.t=UZWIWIMTn
CONCRETFJCMU OONCRETEM
PER ANCHOR PERANCHOR
REQUIREMENT REQUIREMENT TYP. ANCHOR
TYPE.
1/4' MAX 41 EMBEDMENTANI
27 EOGEDISTANCE
SHIM, 12 61 10 PER SUBSTRATE
SEE TABLE 8,
THISSHEET.
�A
ff—
_\�)
MSIOLELIGHTWDTH
EXTERIOR
lu
RUCKWIM
TINTO-TIPWIDTH
HORIZONTAL SECTION A -A
TABLE 5;
Anchor
Group
Anchor
subdrato
NIIn. Edge
DI$WnW
min.
Embedment
A
7W-71 0 8 S GMteFIa
Ungmuced CMU. (ASTM C-90)
1.,
1.114.
B
012 Steel EMS
Screw (05)
P.T. Southern Fine (80 -.66)
Sfir
I -Tv.
AJurrinum. 6DB3.15 m1n.
Sir
Ttr.
MCI StUd. Of. 33 Iffln.
air
1
DOME (20 ear
A33 Steel
aqr
Iff.
U0 410 69 CrateFlax
P.T. Smithem P.Irm (60 -.55)
T.
Concrete (MIM &35 131)
1.
1.
Ungrouted CMU, �TM4))
144'
1.114"
C
1/4" Steel Ultracen
E2 ISO
1 V
1 1�r I
pp.T.Cbmnam
QmmN
Concrete (m
2,7 KSIU
i"
I 1-Tv.
U�a rcumd C
Unaroulad CMU. (ASTM 0.90)
1 V
1 1 IM"
PROPERTIES, TABLE THISSHEET.
NOTES
1) USE ONLY SUBSTRATE-APPROPRATE ANCHORS LIVED ON TABLE 6 OF THIS SHEET. POLLOWEMBEOMENTAND EDGE DISTANCE UMrf& ANY INSTALLATON OPTION
SHOWN MAYBE USED ON ANY SIDE OPTHE WINDOW.
—JEMSEDMEM
EDGE
"STAN
AND
114STALLA7111N
OFTIO
INSTALLATION AS
tOUGH lxilu�ri.�Alp
INTO MASONRY.
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: TIP-tO-TJP WIDTH .4-
HEIOH1T:.rINT"PWIDW-M1fi-
VISIBLE LIGHT FORMULAS;
(EQUAL-LITE)
WIDTH (EASH)'. TIMO�TIP WIDTH - S-IMS
WIDTH (FIXED): TtP-TO-TIP WIDTH .4'
HEIGHT'. (TIP -TO -TIP HEIGHT - 74MM
SEE NOI (WHEN USED) SHALLSE DESIGNED TO PROPERLYTRANSFER LOADS TOTHS STRUCTURE MOD BUCK DESIGN AND INSTALLAMON ISTHE RESPONSIBIUTYOPTHE PRODUCTRIWISIND
THIS SHEET ENGINEER OR ARCHITECT OF RECORD. ..�rplyjq�fteth.Flwvlft
11WId�,Ock
3) MSIBLE LIGHT WIDTH OR HGG� (ALSO A.PUMM
REFERREDTOASDAYUGHTOPENiNG)IS LYNN 41 11 11
MEASURED FROM BEADINOTO BEADINO. ....... �ee'
','I CZ,110111 IRONO CHANGE y
P..'
114-MAXSHIM b.1 Pm, mI I,
NOANCHORS z
REQUIRED IN j..4 CONCRETE PER
FLANGE ANCHOR ftladpffon,
REQUIREMENT
FRAJME SILL FLANGE FRAME INSTALLATIONDETA18 J R SOWSKI
1070 TECHNOLOGY DRIYE
N. VENICE, R. 34273 SINGLE HUNG WINDOW INSTALLATION 05/11111
P.O. BOX 1520
VERTICAL SECTION B-13 NOKOMIS.' Fl. 34274 B'41 R.,
P 48705' P CERT. OF Am. #29293 S7200 15MS 17'OF 8 1 TOO SH-20 0-01 A
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
OPTION 5
CURVEDHEADER
EDGE
INSTALLATION DISTANDE�
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
IA6V
VISIBLE
LIGHT
HEIGHT
2.1 q�'
I &
F(4
TYP. ANCHOR
Vl�q
INSTALLATION
OPTION 6
INSTALATIONANCHOR
(NAIL) THROUGH THE FIN
VISIBLE
LIGHT
HEIGHT
- T-'-
EMBEDMENT
M
EDGE
TYP. ANCHOR TYPE. EMBEDMENTAND
EDGE EDGE DISTANCE
DISTANCE
114-MMSHIM
-I
EDGE
EDGE
DOE DISTANCE PER SUBSTRATE, SEE DISTANCE
114-MAXSHIM TYP. ANCHOR TYPE.
'f
DISTANCE
TABLE 8. THIS SHEET
EMBEDMENT AND EDGE
2X WOO D. SEE
'X 0,
2XINOOD.
DISTANCE PER SUBSTRATE,
T5 2.
NOTE 2. THIS
EMBEDMENT SEE NOTE 2.
SEE TABLE 0. THIS SHEET.
SHEET
THISSHEET
HORIZONTAL SECTION C-C
EDGE SEE NO 9.
CE
ANC-
DI E THISSHEET
T�
DOLE
'.jZS
DISTANCE
ME,
EMBEDMENT
IMBEDMENTJ
7 J L
T1 - -
. I
1
—1
EOGEDISTMOU \1 \-U4 U TYP.ANCHORTYPE,
PaRSUBSTRATS. EMBEDmENrANoSDGE
SESTABLE0.71118 DISTANCE PER SUBSTRATE.
SHEET. INSTALLATION SEE TABLE 8. THIS SHEET.
OPTION E
6TRAIGHTHFAOER
INSTALLATION ANCHOR
(OCREM THROUGH THE FIN
INSTALLATIOIN
USE EITHER OPTION 7
.ATCH(020)OR INSTALLATION
8017POMLOCK ANCHOR(SCREM 1/4-MAX.SHIM
Ifilli TPATP. THROUGH THE FIN
#IOSTEEL
EXTERIOR V-f-
'5 m-A
AI.UMINUMISTEEL FRAMING OR
STEEL
STUD, SHE SUBSTRATE PROPERTIES.
TABLE 5, THIS SHEET.
NOTES
114"MAXSHIM 1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
f
ON TABLE 6 OF THIS SHIRT.
FOLLOW EMBEDMENTAND EDGE
PISTANCE
EDGE DISTANCE LIMITS. ANY
'
D NC INSTALLATION OPTION SHOWN
'A
_-_
MAY BE USED ON MY SIDE OF THE
11
Go
EDGE WINDOW.
f
lSTAt CE
D GIST
2)2KWOOD FRAMING OR BUCK,
I-- EMBEDMENT --H
I I-IIr THICK OR GREATER.
2XWOOD. SEE NOTE 2, THIS SlfEET
3) VISIBLE LIGHTWIDTH ORHEIGHT
(ALSO REFERRED TOAS DAYLIGHT
VERTICAL SECTION D-D
OPENING) IS MEASURED FROM
BEADINGTOBEkOING.
INSTALLATION
OPTION 5
INSTALATION
ANCHOR(SCREW)
THROUGH THE FIN
EXrERIOR
VISISUELIGHTWIDTH
— BUCKNOTH
MULLION SECTION
DADE APPROVED MULLION. MAY BE
141F
VERTICAL OR HORMDNTAL MAX.
114' SHIM. SEE SUBSTRATE
PROPERTIES, TAR' F 6 THIS SHEET
IL=4
EXTERIOR
(io
lu
WITH FIN
REMOVED
TARLPA-
Anchor
Subetrato
MIn. Edgo
Olinbinto
Ann.
Einbadmont
2-1/Z' xA13LI B" Nall
P.T. Southem PIne (80 - 115)
112-
2-71 =W
2-112" x.131" Common Nall
P.T. Southem Pino (SG - .55)
9/16"
2-7116"
2.112'x.145" Roofing Noll
P.T. Southom PIne (60 -.65)
01161
2-7116,
010 sted SMS Screw (05)
P.T. Southern PW9 (8G - .55)
34"
i-31V
Alumnum, 008345 min.
31&'
118.
Steel Stud. Dr. 33 min.
Sir
0�030
A35 Steel
SIR"
1181
imim I mum of 3 THREADS BEYOND THE META SUBSTRATE.
MWd a
1,10,68705 FPC�7
P.O. BOX 1529
NOXOMIS; F. 34274
CENT. OF AM. #29298
INSTALLATION
OPTION 6
INSTALLATION ANCHO�
(NAIQ�ROUGHTHEFIN
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: BUCK WIDTH - 7
HEIGHT: BUCK HEIGHT12.0-1311V
I VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (EASH), BUCK WIM - �VIW
WIDTH (FIXED): BUCKWTDTH - 3-
HEIGHT: (BUCK HEIGHT - 0-11101 / 2
1
,ME INSTALLATION DETAILS I J ROSOWSKI
D.Iv.
HUNG WINDOW INSTALLATION 105/11/11
NTS "a N�20
00 11"'OF 8 1171D-S 0-01 J�X
Sa.h H.IghO — ... ....
1'.. A, MI. h..*
4V
In.
I MX�r 12121212121212121212121212M3 422�
W 1:�4' 1, 131213121312 312131213121 3121
12121212121212121 212191212121 2_1 21
Tip�ta-tlp dinnonstorts forflangs windom shown. Forbuck d1monslons, subbact 1'.
2 Ovenall assh height. For cleardayllght helght, oubtrect M115'.
5 Size range Includes the standancl P�Vlaw (Saver* confIgumflon) fdr th, given Window Holght,
MeatIng R&II".
vddlh. oubtroot 2-1611r ftm the buck d1knonsion.
NOTES
1) USE THIS TABLE FORALL FLANGED WINDOWS PERTHE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE71P-TO-TIP.
2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET i.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WDTH
OR HEIGHT DIMENSION SHOWN ONTHE TABLE.
4) REFER TO TABLE 5. SHEET 4 MR ANCHOR GROUP DESCRIPTIONS.
1111 l II Ill I III I I
1111111 Ill 11111111111111 Ill
4C FROM
SEAM
9-MAX.
FORALL
FLA GED
No
WINDOWSWITH
A CURVED
HEADSR.AN
ADDITIONAL
ANCHORIS
REQUIRED AT
THECENTEROF
THEHFADER.
2
Visiff
mi
FIGURE A.- BASH CROSS
SECTION (WITH
MONOLITHICOLASS)
FRODtJCrRHWS9D
D.Ildffij Codo
A
de'4
By_
mi. i deftoo.1, n
0
C
0
LIJ
U
J'o I Etc
H A� & (D 0
it z
2
cf)
.4
I -MEP
NOTCH 0
EACH END
11W ANNEALED OR
TEMPEREDGLASS
3W NOM,
GLASS BITE
909 COR
FRAN
ASSEM
ASSEMBLY DETAILS
FLANGE FRAME CC
WWANW-41.0011
TEMPERED GLASS
wa. NON.
GLASS BITE
ANGLED/CURVED
FRAME
ASSEMBLY
VINEEP
NOTCHO
EACH END
1/4' ANNEALED OR
TEMPERED GLASS
311PNOM.
CLASS SIM
90' CORNER
FRAME
ASSEM
F&SSEMBLY DETAILS FOR
OR
FIN FRAME CORNERS
I LES
ANGLED/CURVED
FRAME
ASSEMBLY
... "'� 1�
�ESIMI.AR
ASSEMBLY DETAILS FOR
FRAME TO MEETING RAIL
la. NOM
V1 GLASS kACK
IWANNEALEDOR W AIRSPACE 311VANNEALEDOR
TEMPERED GLASS 118-ANNE&EDOR TEMPEREDGLASS
TEMPEREDGLASS
OWNOM.
GLASS BITE
31W NOM.
GLASS SITE
PRODUCT REVISED
.. ..Piyiu with ll� pl�",
US& I; Cod.
AMP- Vp
Pl.,!Mt
S2
(n C
<
13
Lw
u
z u
c
. �
1021 n a
GO z
m 2
Lu
Z
ul w .
0
8 mull
GLASS STACK
311WAIRSPACE a
116-ANNEALEDOR
TeMPEREDGLASS lc!-C!
n3e
1/8" GLAZING DETAIL
3/161, GLAZING DETAIL
1/4" GLAZING DETAIL
1/2" I.G. GLAZING DETAIL
UI.A53 TYPO 0 & I
1/2" I.G. GLAZING DETAIL
GLASSTYPESH&J
z
9-
co -
GLASSTYPESA&B
GLASS TYPES 0 & D
GLASS TYPES E IS F
6
q:
Item
A
PGT
Dwg. 0
PGT Part#
Description
I
2703E
62703EW
Flange Frame Head
2
27518
627618W
Flange Frame $III
3
2781
82781W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
6
2714E
62714EW
Integral Fin Frame Sill
6
2782
82782W
Integral Fin Frame Jamb
7
2706
OV080W
Sash Bottom Roll
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rall
10
2709
OV09CW
Sash Side Roll
I I
2740S
742740AW
Sash Bottom Lock
12
2765
62785W
Sash Stop
13
134
66616
Addon Flange
20
1226
61226DW
Vinyl Bulb, Flax PVC 70
21
10020
71662CW
Head/Sill Gashat, Polyethelyna
22
1270
7PADI 18
O;en Oelf Foam Pad
23
2772
72772SHK
Fixed Meeting Fell Plug Gasket, Rigid PVC
24
086
02406WSWG
Watp..187 X.230 Fin Seal
_T_
6
27R
1 T 7
Sash Side Rail Gasket, Polyethelyne
26
1078
1 7121UM
Balance Tak"Ut Clip
27
Vallee per Size
Balance
28
2711
4280OW
Sash Cam, hlylon
'2G
1088
71096W
Sweep Latch, WO
30
1016
7858WW
08 X.625 Ph. Fl. SMS Latch Screws
31
1267
71267N
Setting Block I/V'x 112" x I", EPDM
32
ODURAK310
Duraseal - 3116"
33
6DURAK'14
Dureseal - 1/4'
34
Sash Bottom Look Spring
35
Screen Cloth, Fiberglass
36
Dow Coming 890 Silicone GJ=Ing Sealant_
40
1625
816250
Glass Bead (118" Glass)
41
2719
62719B
Glass Bead (3116" Glass)
42
1263
MOB
Glass Said! (114" Glass)
43
1253
GVT48B
Glass Bead (I.G.)
50
781PQA
08 X V QUAD Pni SMS
51
781PM
#8 X 1" Sq. Pn 1WIn Fast SMS .410 B.S.
52
1164
76lLHPQA
#8-16 x I LH TwInfast Screw Mno
53
1186
78ILHPQX
#8-15 x 1 LH TwInferst Screw 23no (S.S.)
54
78MPFTFUA
#8 X V Ph PI ulcut SMS
55
78XI FPAX
#8 X V Ph FI - Stainless Steel
60
1/8" Annealed or Tampered Glass
1
3/16' Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
IIW- 1/4' Air - 1/8" An. or Temp. I.G.
64
118'- 3/16" Air - 3116' An. or Temp. I.G.
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PART DETAILS
HUNG WINDOW INSTALLATION
zoo 117iS 1"hT"OF 8 1 Zw8g Sk:
SCANNED
BY
St. Lucie Cou*
MIAM MIAMI-DADE COUNTY, FLORIDA
0 M :DA D ED. PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SAV 26 Strcct� Room 208
BOARD AND CODE ADAUNISTRATION DIVISION T 8 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) lv�l miamidade.gov/cconomy
PGT Industries, Inc..
1070 Technology Drive
North Venice, Fl. 34275
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 Miaini--Dade County and other areas where allowed by the Authority
Having Jurisdiction (ABJ).
This NOA shall not be valid after the expirationdate 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 AIU
may, immediately revoke, modif�� 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 ofthe 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'TGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/llwlth the latest revision dated 01/29/15,
signed, scaled and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade
County Product Control Section.
MSSILE IWACT RATING: Large and Small Missile Impact Resistant
LABEL : 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.
TERAIINATrON 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 because for termination and removal of NOA. -
ADVE RTISEMENT: 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 nianufactilrer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as
well as approval document mentioned above,
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 14-1103.01
MIAMI-DADE COUNTY Z -,IN
jf&M,4. -_ xp r�atmn ate: ay
Approval Date: February 12,2015
Page I
PGT Industries, Inc.
NOTICE OF ACCE PTANCE: EVIDE NCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under pre Pious NOA No. 10-0819.05)
2.- Drawing No. 6300JR, titled 'Impact —Resistant Aluminurn Tube Mullioi&', sheets 0 1
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 0 1/29/15, signed, scaled and by Anthony Lynn Miller, P. E.
B. TESTS Test reports on* 1) Air Infiltration Test, per FBC, TAS 202-94
1.
2) Uniforni 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, and TAS 202-94
along with marked —up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing LaV, Inc., Test Report No. FTL 6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P. E.
(Subinifted underprevious NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P. E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATE ME' NTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5"' Edition (2014), dated 11/03114, signed and scaled by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. -
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon, P. E., Product Control Section Supervisor.
Product Control Section Supenisor
NOA No. 14-1105.01
Expiration Date: May 26,1016
ApprovalDate: Februnry.12,2015
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATE, ME, NTS (CONTEIFUED)
4. Laboratory addendum letter for Test Report No. FT1,-64431 issued by Fenestration
Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E.
(Subinifled underprevious NOA No. 11-0922. 01)
5. Laboratory compliance letter for Test Report No. YrL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
(Subinifted underprevious NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq L Chanda, P. E., Product Control Examiner.
(Subihitted underprevions NOA No. 11-0922.01)
G. OTHE RS
1. Notice of Acceptance No. 13-0815.05, issued to PCrT Industries, Inc. for their "PGT
Series Aluminum Clipped Mullion — L.M.l.", approved on 11/31/13 and expiring on
05/26/16.
Jaime A Gascon
Product Control Section Supervisor
NOA No. 14-1105.01
Expiral�icm D - ate: May 26,2016
ApprovaiDate: February12,2015
E-2
DETAILA:
MULLION TO 2X WOOD BUCK MULLION
ORWOODFRAMING
(OFFSET CLIP SHOWN)
STANDARD On 4
OPRETMULL A
CLIPMAYBE
INSTALLED BY P
THISMETHOD
A
d
A 41
E TERIOR
MULUON
SEE SHEETS
2123FORHME
LOCATIONS
EDaM
DISTANCE
F 0 A WMW Da"
SCREWS
r.
4�'�
ALL MMILTONS
L�
15,159
-"'�.PERSUPSTMTE
E
I /_�SEETABLE3
EDO EDEND
DISTANCE
1P LEE
llp
MID
N
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
2) QUANTITY OF ANCLICIRSAND MULLION SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANC14OR CAPACITY IS BASED PARTLY ON THE MC14ORTO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETIS. FOR DETAILS A-D. EITHER THE STANDARD OR INTERIORCLIP MAYBE USED.
3) ANCHOR 14EAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C. SHEET S.
5) FOR MASONRY APPLICATIONS IN MIAMI-DACE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 11"E. AGGREGATOR MASONRY ANCHORS,
DETAIL B:
MULLION A77ACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
4
4
FXTERJOR
DOOD
DISOANCE A
FOR
MASONRY
P Is ANCHORS
FOR
MULLION
TYP.AHCWOR
AND
�Pm SUBSTRATE,
ATTACHMENT
'ERSEETABLUSIS-RB
Symms
SEE NOTE I:
SHEET t
MIN 2.7 ON
EDGE
CONCR E MU
DISTANCE,
BOGEDISTANCE
SEESEETABLES
16-155
4
FOR MASONRY
ANCHDRS
SIDE VIEW
A�
A
6=0
BY
OFFSET MULL
CLIP MAY BE
INSTALLED BY
4
THISMETHOM
SEE TABLES 18-16D
CKSTMP
AND
"i ATTACHMENT
BYOTHERS.
SEE NOTE 1.
SHEET 1.
MIN2.7KCICONCRETEORC MU
FRONTVIEW
NO-68705
DETAIL E:
MULLION TO MULLION
DETAIL C: INTERSECTION NOTES; C!
MULLION DIRECTLY ATTACHED
MASONRY STRUCTURE (U-CLIP) 1) MAY BE INSTALLED IN 'TEE' OR"CROSS'
(STANDARD CLIP SHOWN) VN JES INTERSECTIONS. I
2) MAY BE INSTALLED HORIZONTALLY
I MANCHOR (SHOWN) OR VERTICALLY'
PERSUSSIRAGE. 3) SEE U-CLIP DRAWINGS 821-23
SEE TABLES IB-13B -SH v
mOMET ML TOPVIEW FOR CORRESPONDING MULL:�T z
WSTALUMBY MEDIVAI� W-012 0
THISMTH FORNMW vw"
ANCHORS
EXTE ZIOR
EDGE
Fm= NR�E
Y
Y
__G
TYP.MCHOR
I S R T. U.'.%-T.E',�.
0—A
EMS . . " : .1 - .*
lq!_LJ - ! . . i . *.1
MIN23MIGONCRETECRCMU
FRONT VIEW
a
MN2.7KSl00NGRETE0ACW
SIDE VIEW
INSTALLATION NOTESz
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 02 BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
)NLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCIIOR DISTANCE, THE
DORRIECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
-�OLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXREAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET &
5) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MLAWOADE COUNTY APPROVED
ELCO ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRYANCHORS.
FRONTVIEW
EXTERIOR
FRONTVIEW
t:�>
EX7rEFUOR
SES3HEETS '143FOR
EDGE
DISTANCE
... TABLES
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SH
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED,
2) SEE CORRESPONDING MULLION TABLES,
SHEETS &20, FOR QUANTITY OF SCREW&
SIDE VIEW
'T tz
z
"0
..........
"', z
01VAL Of"'
A,V?NNmIuKP.E.
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SUDETML8AE,
SKETS 2AND 3 FORINSTAI-AtON
TOSPECIFOSUMSTRATS).
SIDE VIEW
SHOWN WITH VX4-XA2U7
MULLION
7ml
mo I all
NOTES FOR INSTALLATION OPTIONS F,
1) DETAIL IS NOTAPPLICABLE FOR THE SAY OR 1.26- X ZIV X.125' MULLION.
2) SEE TABLES 1B.130 FOR ANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP 18 NOT SUITABLE FCR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CUP
(ANGLE CLIP)
0 0 1� �l 0 0
TOP VIEW
t:2
EXTERIOR
---------------
1. .
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
tTOP VIEW
EXTERIOR
NOTES FCR INSTALLATION OPTION IS & H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL 0: SEE TABLES I R.140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
E�
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NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHOR PATTERNIANDANCHORVALUES AS THE STANDARD CUP.
FIGURE 1, F1 TABLE NOTES,
1) SEESHEET 1 FOR INSTRUCTIONSON USING THE TABLES ANDSH�25FOR INFORMATION ONLOADING.
40 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE3,
1 0 0 111 0
MOLE CLIP MUST BE USED IN PAIRS.
FaGUREU FIGURE&- FIGURES
M 0
e
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3M SPECIFICATIONS. 14OLLOW AND GROUT-FOLUED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C�W. WOOD SHALL BE PRESSURE-MEATM
YELLOW SOUTHERN PINE V41THAN 80 OF 0.65. ALUMINUM "LL BE 6063-T5AND SEA MINIMUM OF.126*
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.OW THICK (18 GAUG4 STRUCTURAL STEEL TO BEAT
LEA�37.12V THICK AND A36. AULANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND
�E MATERIAL. #10 & 412ANCHORS INTO WOOD MAYBE STEEL, 10.3 $4. OR410 S.S.
.ANCHORCAP.-
�E'ANCHOR
(WHICH MAY BE USED TO QUALIFY
[AL ANCHOR OPTIONS FROM THE
CAPACrTYTASUF
No. 587as
A. LYNUMiLLIER. P.E.
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TABLE138
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
PATTERN
ANDANCHOR
VALUES
AS THE
STANDARD
CLIP.
TABLE NOTES,
FIGURE 1: FIGURES: FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGU 10: Fli 11: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GEN ERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
Fm* FMI] MI I F. 1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 6.0m.
21-23. HOLES TO BE DRILLED IN TIHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE& FIGURE 6: FIGURE 1: SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS
�OGUE
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMIJ) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T6 AND BE A MINI�um or.126.
MUSTSE THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO
USED IN
PAIRS. BE AT LEAST.125- THICK AND A38. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW VXWX.ZV
THREADS BEYOND THE MATERIAL #10 & #12 ANCHOR$ INTO WOOD MAY BE STEEL, 18 8 S.S. OR 410 S.S. MULLION
IND. G9705
A. LYNN MILLER, P.E.
FIL P.E.11 58705
TABLE14A
MuIllorn Capacity Table utR)
Opening Width (for vard 14-spennin
M-110m)
goln
win
TON
Sell
Sell
login
to (I
1401h
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TABLE148
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ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE li 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWASLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL R5STRuCTICNS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOOK UNIT (CMU) SHALL CONFORM TO ASTIA C-90. WOOD $HALL BE PRIESSURE-YREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0,66, ALUMINUM SHALL BE 608�TS AND BEA MINIMUM OF.125-
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.125- THICK AND �6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL, 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR410 S.S.
.ANCHORCAP._
THE
N.. 50705
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En ULLIONS
PUT
a IMPACT -RESISTANT ALUMINUM TUBE M
S 30 DEGREE DAY MULL SPECS
WA I�N/A 6300JR 19d Ivo
J ROSOWSKI I oarMii=
T9SOWSKJ f'1011QM4 MN MULLS TO S-1 aki
9 E a St Ej3j?!jijaj,
Ll
MW Ma i gj� g 5 5 5
al
F, o
Z5
-.00.
on t t V. g a R e A a
g 8 oap 99
NN-
2 0- 51 .0 Z g
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N�MAK.2 O=mp mw wc - - - - - -
> � �- -2 -
m 25 �S�- . -
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2 �o a 50 - - - - - s a
0
ga =8 t a r z v a
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w'-sa=1 m
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P �m
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t
m 0 a Gs �x z 9 a
fn 4 a �0-)
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m 9
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1:n.� 9
F:
0
Z 9
>
0, o>z
p 0
�5 6
0 A . m
z w M -
� 9 M
C,TT
. .. .........
IMPACT4RESISTANTALUMINUM TUBE MUWONS
45 DEGREE BAY MULL SPECS
6300JR 20d 2Z
N/A J'WA r
'JR&OWSKI 1-0&=ll
01% L l'jFrOSOWSri r'10110114!rN—EW MULLS TO SHEETS� ;7-- ----
F111STANDARD CLIP
2.000'
60&�TOAUUM.
X-SECTION
125:
I r—
L
ITS -
MIN,
sts
STANDARD CLIP
eXO-TSALUM.
TOPVIEW
OFFSET CLIP
60133-T6 ALUM
TOP`AEW
376'
MIN.
U-CLIP
6W3.TeALUM.
x4i
.7401
.338' MIN
'.'�;%L"FUM'
TOPNIEM,
ZOENTEROPANCkOR
HOLEMUOTME
WITHINTHEDASHED
S
BOUNDARY.SS5
ERECTS �17 FOR THE
ANCHOR D.C.
DISTANCE. NWIMUM
ANCHORHOLE
D ET RuMCHOR
DIAMETER - ItHr.
TAM F A
101
I- X21F X.660' MULLION
OW�Ta ALUM,
X4ECTION
--j I—.12F
2MANGLE CLIP
601!�Tll ALUM
2.000- X-SECTION
2
t
r-6.0001 376 MIN.
------- ---
--21 MANGLECUP
----------- ` 6033-TOALUM.
Z /cENTh OF ANCHOR ROLE MUST UE WITHIN THE
CASHED BOUNDARY. SEE SHEETS 5-17 FOR THE
ANCHOR OB. DISTANCE. MIMMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER. IRS.
Mull DlmonWon (cliental
PGT Part# 1
—M—u—ill—on—r—Sld.011p Offeet011p U-CIIP lAnaloOlIPI
T' XT X.1281' (5)
68605
658113M
6661118M
686243M
SM511M
1- XZ'X.370- (e)
66M
BMI14M
SM1119M
6611244M
BMW
VX2JU'X.376'(7)
66607
808115M
SEEN 120M
69246—M
6�13M
I" X 2.75- X.650' (8)
668M
SMI16M
6801121M
SW246M
668514M
f- X3.126- X.SW- (9)
ON37M
8861116M
ONI114M
6MG8242M
MISIA
1.2&p X3.ISW' X.2861(12)
6684iM
6681117M
8881113M
BMW
6WS16M
1,26" X2,1 V X.125" (18)
e9370
ITA
NVA
MIA
60517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHE E78 5.20 FOR SUGGESTED, APPROXIMATE HOLE WCATIONS & ANCHOR D.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
pwgigg/
TABLE A
DImanslon
Valuo (1n)1
For Mullion;
A
it(Gs
1- X2' X.126'
Aluminum
Tube Mullion
B B
2854
�
0 0
0-695
D
D
0.740
1.126
1 - XV X.375-
Aluminum
Tubeldullun
8
a
FA
--y—
.4D4
D
D
.635
—
0.490
A
1.876
1- X2.76" X
375 IumInum
TVbo Mullion
B
B
3,000
57
18
Min
A
1-312
V X2.75' X
- 0,
Alu:mlnurn
Tube Mullion
0
M
*
D
0.0,
A
2.000
1' X3A26X
' 600, Ajum
Tube Muli
2,637
—
_T883
D
1.137
A
2A26
1.21P XILIM
X.265- Alum
Tuba Mull
a
3.262
c
0.862
D
1.762
A
1.813
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Tube Mull
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No. 56105
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A. C�NMM%116119,'F.E.
FL REA 58105
-1 t000. I-
--1 1.000- �—
I'X4'X,IW V X 4- X.37F
MULLION MULUON
em-Tolum. pX3.18ALUM.
X-sGCTiON X-SECTION
-Aaw
.100
MULLION
8W�T" ALUK
Y,SECTION
30- MY MULLION
606346ALUM.
X�ECTION
.228ri
I- X4- X.3TV
r-MULLION
6083-To gum.
""TICN
—1 .820- — � .820- 1-
1.25- X 3,26- X 420 1.2VX3.9VX.6W
MULLION MULLION
ON&TgALUM, 610645ALUM.
XISECTiON X-SECTION
.7q4D'
126' STANDARD CLIP
ALUM Z12 2.000- U6 ANGLE CLIP
So"ZION , U-CLIP 6143-T ALUM.
SW346 ALUM X-SECTION 125-
==4126� A� I XSECTION
2� .125-J—
.376- 3+126N OWTEFUIPISEE 76-
DETAILFSHEET4
rs-
.375
MIN,
NOTES:
1) HOLES TO BE DRiLUED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEE r.
2) SEE SHEETS 6.20 FOR SUGGESTED, APPROXIMATE 14OLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
STANDARD CLIP
6063-TSAU.M.
TOMEW
I 1 375-
OFFS67CLIP
6W�TIIALUM
TOWIEW
376'
CENTEROF
ANCHORHOLE
MUSTLIEWTHIN
THEDASHED
BOUNDARY.SEE
SHEET85-20FOR
THEANCHORO.C.
DISTANCE.
MAXIMUM
ANCHORHOLE
I
DIAMETER:
ANCHOR
DIAMETER � 1116'.
U-CLIP
(1083-MALUM.
TOPVIEW
TAMI
TAPIR r. rnmT
Dimenwon
Vatuo onfl
ForMuillaml
alm.nem
V.Iub
4P
forMulllon;
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a �!
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1.2V X3,25- X.10W (13)
20IN
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m
cm lom
T2V X3 —25'X e2� (14)
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A
mm— 1 —10 M
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8wo
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U-Clip
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�—.125'
STANDARDCUP
606346ALUM
NOTES, z I rd K X�ECTJON
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125'
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
OUT HERE TO
2.00V &500' ORFATE 7F-CLIP.
:FIEE DIET L"P
.375- TAILF, .376
4,000-
250— 2'X4'X.2V
MULLION
600�76AUJW
0.250- 1 X-SECTION
2'X6'X.2V
MULLION
603-TOALUM
X-SECTION
I I SHEET4 MIN.
--------- IL --- -------- I -T
-- --------
STANDARD CLIP
OF ANCHOR HOLE MUST UE GW�TSAUUM.
HE DASHED BWNOARY. SEE TOFVIEW
375' _9EE`DET�-jL'r"' 1 .376-
N ..��IA F MIN.
q-
--
—j ---
------- -
--------
5.4
4.68V
U-CUP 2)(6ANQUECUP 126-
6033-TeALUK eX�TGAUUM
2.125- X�SIECTION 2.000- X-SE TION
L L 125-
T
—.37V
'.37w MIN.
�20FQR
20ANGLECUP
aw�TSALUMI
TOPMEW
STANDARD CLIP U-CLP 2X5 ANGLE CLIP P&ORIDI'--'
60�RAUUM. 608�TG AULIM. OWS�T(i ALUM.
TOP MEW USED FOR 2' KPm ON'SHEEL11 TOPMEW
I IM, A. LV14N MIUM".'P'.12
Ft. P.E.0 58705
NOANCHORSINHUAD
LENGTH
L-'
-
;
' :
5
M�E$ VON
XSA
EFALS.
pnCeICTS
SFEETE
APPROVAL
SEE
DEMO.
ZHEaTS
24
NOMOHORSHWINDOWSIL
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES, VHEWNDNOWFRAME DEPTH 182-11q. THE OPENING REQUIRES A DESIGN PRESSURE OF -mot-60OPSF.
i) INITIALLY ASSUMING THAT A 1- WIDE MULLION is surrABLE,7HE MULLION LENGTH 13 72� AND THE OPENING WIDTH IS 32--32-1-=65'. REFERENCING SHEETIEL THE COLUMN USING
RECTANGUI,ARLOADING MUST BE USED. SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WNDOWPRAME DEPTH OF 2-1/4-MO WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +GD.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXTLARGER SIZE AVAILABLE.
FROM TABLE OA SHEET 7, THE 1* X 2.75'X.376- MULLION (LENGTH . Is% OPENING MOTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS .1-683 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION �
FROM TABLE 4A, SHEET a, THE I - X 2.75- X AN' MULLION (LENGTH . W, OPENING WDTH 9 70') HAS A DESIGN PRESSURE OF -�72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF We LOS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 4 12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 985 LOS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE RE UIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECVVE SUBSTf FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS .1-610 PER TN� OVERALL MULLION SYSTEM WAS DETERMINED TO BE 12.7 POP WITH AN ANCHOR CAPACITY OF 036 USE. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60PSF)X( 2301PBS,
624,9UBS (MAYBE USED TO QUALIFY# 10 S)SEL SCREWS FROM TABLE 48)
THE BUILDING SUBSTRATE 18 KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADER AND $ILL. THEMINDOW FRAME DEPTH 13 24/8d. THE OPENING REQUIRESA
DESIGN PRESSURE OF H50.01-S&O POP.
FOR T—H5 VERTICAL MULUON:
1) INITIALLY ASSUMING THATA VWIDE MULLION 10 SUITABLE, THE ULLION LENGTH IS 32172"lliOVANDTHE OPENING VADTH IS 11, REFERENCING SHEET 26.
THE COLUMN USING RECTANGULAR LOADING SHALL BE W ZI THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-31A- AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF .50.oi-md Few. IF VE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAILAULE.
FROM TABLE SA, SHEET 7. THE 1- X 2.75- X.313' MULLION (LENGTH 108', OPENING WIDTH - W) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 13 FSP
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION,
FROM TABLE 12A, SHEET W, THE r X 4- X.250' MULLION (LENGTH OPENING, WIDTH - 801) HAS A DESIGN PRESSURE OF 41-04.7 PSP MICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 071 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2- TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 15 3S'+3w-2-=?4-' NOT 73- As PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENINO.ALTERNATIVELY. THE WINDOWWIDTHS MAY BE REDUCED TO MAINTAIN
THE 73' DIMENSION
2) USE TABLE 12D TO FIND THE ANCHOR TYPEd ANCHOR QUANTI TY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED
CONCRETE HEADER AND SILL ARE W WIDE, IF THE MULLION CLIP N3tE TO BE CENTERED WITHIN THE V, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 311V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112- GIVES AN ANCHOR CAPACITY OF 1050 LOS MICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF §71 LBS.
FOR THE HORIZONTAL MULLIONS'.
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4- X.2W MULLION, INTHIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. MOTHER
MULLION TYPE COULD BE CHOSENd
1) THE MU LLION LENGTH 18 36- AND THE OPENING HEIGH
USED. FROM TABLE 12A, SH EST 16, THE 2' X 4� X.25V MU
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN
12B TO FIND THE
V GIVES
REQUIRED
EXCSEDSTHE
ANCHOR CAPACITY OF 521 LBS.
4� FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY 15 1074 Les WHEN USING 3 ANCHORS. WHICH 13 GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LOS. THE
ANCHOR TYPE IS A #12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1.64.7 PSF FROM THE VERTICAL MULLION;
-1-170.0 PEP FROM THE 30- HORIZONTAL MULLION ATTbZIHIN0 TO CMU;
+/.170.0 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION IINTERSECTION).
THE LOWEST DESIGN PRESSURE IS +1-6,L7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION
PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION.
g
plauffino 'to, 1�
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
PA"
Is-
'll
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
P�
i-Z
PW
PW lmz
LOADING OF VERIICAL MULLION LOADINGOFV
PANEL OF HINGED DOOR 19 NOTCAPTURED CRANCHORED WTHINTERSFCTNO
V...
�
®r
PW
EXAMPLES OF TRAPEZOIDALfTRIANGUI.AFt UOADINGt
SGD
LOADING OF HORIZONTAL
t
L-A
PW PW
LOADING OF (2) HORIZONTAL MULLIONS
LOADINGOFVERTI
MULLION
n
)AGING OF HORIZONTAL MULL
LOADING OF HOR20NTAL
MULLION
lie
LOADINGOF ICAL MULLION
L
L
I
PW
z
S H
LOADING OF HORIZONTAL
MULLION
NOTES:
M.U-rREVIS,9.D
"YJ
I)DRAWINGSARE
4-
RERE$ENTATIONS OF TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
ay iw
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
YNN�,""
SEDETERMINED.USE
..........
RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
N0.30705
ACTUAL ANCHOR LOCATIONS,
4—
� sm MIAMt-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITrING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Strcd, Roorn 208
AFFAIRS (PERA) Mbini, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION C90315-2590 F(796)315-2S99
NOTICE OF ACCEPTANCE (NOA) wwwralanildadeffavloaral
10100 NW 25 Street BY
Miami, Fl. 33172 St. Lucie County
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. Ile Miami -Dade County Product Control
Section (in Miami -Dade County) and/or the AIU (in areas other than Miami-Dadc County) reserve the right
to have this product or material tested for quality assurance purposes. If this; product or material fbils to
perform in the'accepted manner, the mantifitaturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend die use of such product or material within their jurisdiction. PERA
rvsv�ves the right to revoke this acccptanoo� if itis 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 "360" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUM]UNT. Drawing No. W05-04, tided Series -"Aluniinum'Single Hung Window
(L.M.I.Y', shects 1, IA, 2,2A, 3,3A, 4,4A and 5 through 10 of 14, dated 01/29/05, prepared by AI-Farooq
Corporation, with tie latest revision 'T" dated 01/03/12, signed and sealed by Javad Ahmed, P. E., bearing*
the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Mismi-Dado County product Control Sertion.
NftssELE IMPACT RATiNG. Large Missile impact Resistant.
LEWrATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements.
LiBELING: Each unit shall bear a permanent label with the manufhoture�s name or logo, city, state,
model/ series and following statement Wiami-Dade County Product Control Approve&' unless otherwise
noted herein.
RFNEWAL 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 paformanoo of this; product.
TFAUKKNATION of this NOA will occur after the expiration " or if there has been a revision or change
in the mataia1% use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, fbr sales, advertising or any other purposes shall automatically temlinate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTIMMENT: Mm.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.
INSPECT[ON. 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 revim NOA No. 09-1210.05 and consists of this page 1, evidence pages E-I and E-2,.as well as
approval document thentioned above.
Ile submitted documentation was reviewed by Jaime D. Gascoup P. E.
NOA No, 12-0221.14
Expiration Date: May 05,2015
Approval Date: May 03,2012
page I
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W: �3,,q b "'--I � _"v DI ld! 7 �I;n kt ef�t J: R
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WM0 Pond) AS , A ymn- ) at 1V OR 4 J. � i sub pay"yo /I
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4411 "Co. -x,%Tt'If- �o ".;r
in w r ?vwi,c%hPAc%- xbre3smMo
L:� 11 AM pop :0 a,. QA 1 .
UV, 1, W" PAI -! "anni f4f funahm W1 w-qqn A, 10 V, ew. VINg %; I lAwl Olt,
Of 100 —way, -No -:i %:rr Ill—
sh.541SN -,jy T!13 �,r "
1� ind law A At, ;Aq 1 01 1. .,x
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td! jg 70�u 'JU I O,b:h 1 it! !G,? Wit; TSM !1,. 1, 001114,43"A"
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A
�-am" .�Wyx t Aqvw; ON vj,xci�&* Mot, A'y" if j-V t-�
CGI Windows & Doon
NOTICE OF ACCEPTANCE: EYIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturees die drawings and sections.
(Submifted mufarpreviousNOA No. 08-4208.06 and 054215.02)
Drawing No. WV5-04, titled Series "Aluminum Single Hung Window (L.M.LY',
sheets 1, IA, 2,2A, 3,3A, 4,4A and 5 through 10 of 14, dated 01/28/05, prepared by
Al-Farooq Corporation, with the latest remi ion "D" dated 01/03/12, signed and
scaled by Javad Ahmed, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Nfissile Impact Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade
10, per FBC 2411 3.2.1, TAS.202-94, per ASTM F 588-04,
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by - Hurricane Test Labor . atory, LLC, Test Report No.
EMA0804M2-08, specimens 1, 2, 3 and 4, and 1111-00804323-04, specimens
1, 2. 3, 4, 5, 6, 7 and 9, dated 04/03/08-07/22108 and 03t29/04-04/02/04, both signed
and sealed by Vilm L Abraham, P. E.
(Sabndited un*r previous NOA 's No. 's 08420& 06 an d 0"215-02)
C. CALCULATIONS
1. Anchor verification calculations and structund analysis, complying with FBC-2010,
dated 02/12/12, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmed, P. E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
Nflarm-Dade, ' Department of Permitting, Environment, and Regulatory Affam
(PERA).
E. MATERMLL CERTi CATIONS
1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass@ laterlayer" dated 05/26/2010, expiring on'
01/14/17.
Jaime D. Gamin, P. E.
Product Control Section Supervisor
NOA No. 12-0221.14
ExpirationDate: MzyO-%2015
Approval Date: Msy 03,2012
E-1
t7
CGI Windows & Doors
KQ—TICE OF ACCEPTANCE: EVIDENCE SUBMTTED
E. MATERIAL CERTMCATIONS (CoNTiNuED)
2. Notice of Acceptance No. 08-0520.08 issued, to Solutia, Inc. for their "Yanceva
Composites Gim Interlayee dated 07/17/08, expiring on 12/11/13.
3. Notice of Acceptance No. 08-0206.01 issued to Solatia, Inc. for their "Saflex HP
GIm Interlayer" dated 04/17/08, expiring on 04/14/13.
F. STATEMENTS,
1. Statement letter of no financial interest, conformance and compliance with the
FBC-20 10, dated 0 10/12, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letters for Test Report No. HTIA080-0402-08, specimens
1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
scaled by Vinu J. Abraham, P. E.
(SubmItted an der previous NOA No. 08-120& 06)
3. Laboratory compliance letters for Test Report No. HTIA080-0323-04, specimens
1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04,
signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 054215.02)
G. OTHERS
'I. Notice of Acceptance No. 09-1210.05, issued to CGI Windows & Doors for their
"Series-360 Aluminum Single Hung Window - L.M.I.". approved on 04/07/10 and
expiring on 05/05/15.
(� �AC:Z'�-
Jaime D. Gascon, P. E.
Produci Control Section Supervbor
NOA No. 12-Mi.14
Expiration Date: May 05,2016
Approval Date. May 03,2012
B-2
I
(.1 w' chi
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f. A X4, J!", r
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tl, k
ul, f2." ;I. z lr�lljj.: r. 'If 1�1 11 -1
VV,�: F
is
General Window Sections
112." (typ. (Itinge) I
Stcrdord 12 Psf Sill Optiono) 15 PSF Vi ll�Adoptom
(Uwi mi ba � wit,
6
INSTRUCTIONS FOR USING CAI CHARTS
STEP i 2W:j ��R=.013001 PRIS%ril0i FOR
MIL2 W ""
I =97"'Im's T9
STEP 3
STEP 4 IF I1111111filiti 111IC"S � USM
STEP 5 TAX
STEP 6 10.
ALUMUM 19ULMUKO—RIERM
LONM I)VIGN PREM011 1`110111 111tIOCNIS OR UULLG`1
IT DETAILS FOR GLASS TYPES I &
& 4 FOR CAPACITIES.
z
H
I
Iti.tallation S.r..5
(Refe, to h..ts
5,6 & 7 for
spacing Womation)
� micalicr
wit
1=0
10iol; TO THE SIX)CITtIRL
ITE a USMO StYICEB 1, = m:�S.:7-mJ
LOOMI CDNDTOMS W � IN T� WAILS
KOT W a �s �
A UCIOD [)uFW" � a USED 0 ('131001 or � WO vlom mi.
INVERNOILS jamm GUY NOT 1.1111ria) M STWIfitAL 11CRIM), mi
mm INT) C~ will, 111MILL um TIC
IiIii a T� � -M I= W(:111011 �
flgo 510
RIC.
�
I Typical Elevation
=12
Ob .020-
!Wm� T
drawing a.
WOS-04
wl�
Ij A�J-
FRAME AND VENT DETAILS FOR GLASS TYPES J. 3A. 4 AND 4k
SEE SliEETS 3A & 4A FOR CAPACITIES.
OPTIONAL TOP RAIL SWEEP LOCK NOT AVALABLE WITH THESE M
GLASS TYPES..
z
2 5 0
/-4 1
Installation Scrms
Lh —4�� (R.Ior I. �.sts
5. 6 & 7 f�
spocing info.otic.)
19 Wd.. Width
op
. . t a r 1 0 r
21 1
01p) 3 hl.
35 0 . n 3
4 M,�UIMM�� Wjndpj_WIdth_.
Sr(... A
.0 T (rW
gl
Nunn". ( PLI-.0
T] W
0 1
2
JIL Zo .E j
ulated Laminated
9
4
3
Typical Elevation
1F
1 6
9 DAs�
all
Standard 12 Psf Sill Optionot 15 PSF Water Bor Adcptor
c
to.
OEM
Bill of Materials
ITEM PART f qUANTITY DESCRIPTION MATERIAL MANY./SUPPIJRR REMARKS
1 W2320ING AS REQO. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL T.
2 CGI-612P AS REDD. PLASTIC SIMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONMUOUS AT INTERLOCK
3 0140-4 2 WEEP HOLE COVER NYLON BULDERS PLASTIC COMPANY
4 NIA AS REQD. GLAZING CLASS VARIES
5 N/A I COMPLETE SCREEN A
AUJIM/MESH x a
z
8 CGI-615C I OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 0 WOWS. 2B" WIDE A, SMALLER
& 616C ATTACHED W/(2) IS X 5/B- FM SIAS 2 0 WOWS. OVER 28" WIDE
7 A3070D & I OR 2 OPTIONAL SWEEP LOCK & KEEPER (mpl� 1 0 WOWS. 28" WDE & SMALLER
C30705 1(m 6) ATTACHED W/(4) #6 X 5/8- FH SMS ZINC TRUTH HARDWARE OR EOUrV. 2 0 WOWS. OVER 28" WIDE
9 -- —T-- - --
GI-6iZ 2 TIE DOWN BLOCK ZINC CUSTOM CASTING
10 VARIES 2 BALANCES (80 OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED
8 16-11-0-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WDWS. 28' WIDE At SMALLER
2 0 WOWS. OVER 20" WIDE
It CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LO GATED AT TOP HALF OF EACH JAMS
12 CGJ�-6181` 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT 70P OF JAMBS FAMUNMMM
Rd
14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT
15 EGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING
16 CGI-622N 2 BOTTOM GUIDE/CUP At OPERABLE VENT NYLON -�6s—To�-CAsnNG
7 2 CTMER SYSTEM ZINC CUSTOM CASING OPYONN. - BALANCE ES TO IT
is N/A 16 VENT ASSEMBLY SCREWS S/S VARIES JIO X I Ile PH MIS (2 PER CORNER) br 4-m-
19 N/A f2 FRAME ASSEMBLY SCREWS S/S VARIES 110 X I Ile PH S14I (2 PER CORNER) 3
20 CCI-382V AS RE01). -G�'86LS . PVC PROTOTYPE PLASTIC EXTRUSIONS
21 1 VARIES AS REDD. STUCTURAL SIUCONE SILICONE 3 SIUCONES GE-1200. GE-2003. & DOW 095
22 CGI-632 I OR 2 ACTOTMA'r'NET(N/(ER'SSXW' LOCK & LO`T/PUU. CUSTOM CAWING 1 0 WDINS. 28" WIDE & SMALLER
L H 0 W 2) 11111 5/8' FH SMS ZINC (FOR USE WITH WATERISAR) 2 0 WOWS. DER 28* WIDE [.W05-041
y I
IY
-1572
Ll I Lo
3.452
1601i;,�Fo Sfl
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110-10
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120" MU.
height
I
IEquol � Eq.,l
10100 WX 25TH STREET
M". FL. 33172
nEL(W)� rmw)�
V2.
Wn. Glass l3it.
15'
1/2'
Min. Goes Ske
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MIN
9
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AL,FARO*Q CORPORATION
��=74
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A
120' MAX.
height
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40
*1A
CGI WINDOWS & DOD
10100 NX 25TH MEET
MLAMI, FL 33172
� (M) �
Rupp
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1910
USE
� f
f ;
It 0
11 !
0,
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iff
height
E.F9
4F
c
:E
3'
0 Hrl
CGI WINDOWS & DOORS
10100 NA 25TH STREEmr
MLAMI, FL 33172
�(M)� FM(=)-
1/2'
Wn. Gl�. Bite
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A.UUNUM SKGLE MM WMM (ULJ--)i
ALFAfHDDQ OORPORATION
% VAN.M&tDWFtS
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i#KM% FL 33172
J F
7t
to A
Installation
Type
IMPORTANT NOIE:
�'A"
w/ I x 4 Beveled P.T. Wo 6.7k]
�;�d Bucks must soutain
loads imposed by glazing
system and transfer
6.
them to the building
Buck bed in
structure.
seolont (typ)
1/4' Diu.
Flat Head
Sealant
Top -Con
(hP)
Screws
(or equal)
4
_2Lti-ra! pm�Cast Sill
3 1/2'
Lift
2 3/4-
I x 4 Beveled P.T.
Wood Buck (typ.)
TYPICAL ANCHORS = am,. roAt vAcne;
111V DIL U1.11RAZION By 'ELCO' (F.-177 M F,IW M)
1/4- DW HILT! KWX-CQN 9 p,�Ia W. F,,157 M)
INTO 2BY WOOD SUCKS OR WOOD STRUCTURES
1-1/2- MIN, PENETRATION INTO WOOD
THRU Illy BUCKS INTO CONIC. OR MASONRY
1-1/4' MIN. EMBED INTO CONIC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-31W MIN. EMBED IWO CM. OR MASONRY
1/4' ask. = DRAIRIC SCREWS (GIRME 2 M)
INM MEFAL STRUCTURES
STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8' THX. MIN. (6063-75 WN.)
(SIM IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
JIL01.011 SELF DRILUN I
INTO IVIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090')
(NO SHIM SPACE)
MI2rALEr'EjHz=
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUMRE - I' MIN.
INTO, MEFAL STRUCTURE - 31e MIN.
CONCRETE AT HEAD. SU. OR JAMBS Y4 . 30001 PSI MIN.
C-90 HOLLOW/1LLED BLOIX AY JAMBS 1'. - 2000 PSI UK
Values for Installation Type "A" apply to the following installation types, with
maximum shim space 1/4':
I- Using lby P.T. wood bucks, min. 5/8" thick,
2- Directly into masonry. without the use of wood 6ucks.
3- Directly into a steel or aluminum structure
min. 1/8" thick and using #14 Teks or SMS.
Structure must be designed by others to sustain the loads imposed
by the window.
CAN Wee
Bog" Nd
13 F, a
U-201
IIIA;
W05-04
Inst
LaIlqUon Type "B"
w/ 2 x 4 Beveled P.T. Wcod Dock
Buck bed in
sealant (typ) i
1/4 - dio. Flat head
to
or
a mi.. W. .��d S..Iant�
3; ad (typ) JE
(ty
4
2 x 4 Beveled P.T.
Wood Buck (typ.)
I
Optional Pre -Cost Silf
Installation Type "C"
bg3ed on wwd pown,
using I x4or2x4 'k.
Buck bed in
wol.nt (typ)
DIG. Rat Hood I IIIPI
Met,, Sen...
Di Tap —Con
'a.
a.
L/8" Min.
I Wood
,T.t3.
Pen.Votion
d . JA
I x 4 & 2 x 4 P.T. Wood Buck (typ)
JE
See Installation
Types "A' V
f., , x 4 2 x 4
P.T. Wood Buck Styles
IMPMANT NOTE:
Wood Bucks must sustain
loods imposed by glazing
system and transfer
them to the building
structure.
Ffingetim"w
Opu0nal
Non—bweled
Wood Buck
(dotted)
r�scwkv., —M
CIO
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1.2
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A"WV SWME WNG N a
A
CGI VANDOWS & DWRS
10100 N.W. 25TH STREET c
Rio �1. FL 33172
41
Vertical Mullion Performance Horizontal Mullion Performance
For Window Performance. refer to sheets 3 or 4 21- (M
z
For Window Performance, refer to sheets 3 or 4
W1 W2
W1 W2
6"max Sicnews 3 Sealant #14 x I" FH ..... .
tip! (typ) M Teks or SMS
Se I 4nt Tve �q ^O�
0 ..... . .
Sealant
E
(typ)
1. 1/8
Multiple Opening Multiple Opening
rvd�
(2 or .. Wridaiv.) (2 A, sum. wweAN) 1' K 4' x 1/8' Unit. Mural. in
w/ I screw on 000 side at mullion w/ 2 w 3 sonews on such side of mullion Tube MWILlon ("Cupped at A
Standard nstaliation Hi4h Unit Installation (Mull length = Wdw Width - I
(A additional holes to be drilled by installer) �-L-4
I" x 4� A 1/8* thk. Alumbhum juart - walara -
am ROAD .14TIT - Instat"! v�m
Tube Mullion �unedri.ppwd at ends Na OWN �= � �m ow. Ms.. UU1=AV=QsJ1
(Mail length W Hght 11) aNdow Ne,. I I wNN, Nna. I..
nom ZLN =a 11.111,21 m am WE 111111) 1111119. � MR m 811,11
WA-) WA.) a W(_) �m I "Eciff IW4+) a W4-) W4. - I W.C-) 1:110) a .4-)
2C Hal also 21M W NJ ZLA M7 mi 2v 21M 21M a,"
1XIS 21.A 24" W INJ Ilk, 11 21010 MCA
#14 . 3/4" FM W -
Ton, or SMS W INA at" 210A 1. NA tell 101", 1111441
N w as_31W _ 21M 211(k) 2 Z'd
INQ 2104 2tU W All Ill m W 'M 21U 21"
Q iNk 11100 210A W 41.1 ML3 "A 511-1 1?" 21" 210A Big
1" 210.0 21" W 374 ft, 111 it" 21" 21" 0
I'm 210A 21100 1. AAA as MA 2wW 56-50011" law 21" at"
2C it" 210A 21U 241� We w jr No Is" also
am little 31" v ;a- "I M Wiff lot., 21123 21M
m 144.1 vam AAA TAB "s 19-1 maus I
ew Inat 21W
Nad a= N`N
W7 1".. 21.4 W AND 71. a-Ilr =3 MA 2RDA
79.1 1512 210.0 43' =5 M7 "A 210.0
ar
log .51D 2194 W i 3LI NJ I N.'W P. l3as lose
UP 1 72.7 103 210A 2C TIA 71.4 It-1/ar INA 2104 21"
— __ 1 W "i 20-11r
INA 21M 11, 674 t7A U2 INA alga
151.0 IROA W Lot, at Ir w 1301 —INA
72J 1". VGA W ALI I N_l1r M7 v".4 141.1
Sealant lial, laaa NOA W 31.3 ALI I It-im ROA MA 21W
(typ) M 4r m 1214 11014 NT ".a mu 21"
411' lizz 51,11 37 Oto 1214 IU7—
W NJ IM7 INA wl/r 413 "1 148A
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ALtMNLfW SWGLE HU14G WKW
CGI WINDOWS & DOORS
10100 N.W. 257H STREV
MtAMI, FL 33172
Pi
AL-FAROOQ=R
pr
All
"Ov
I k
SCANNED
141AMI-P" BY MIAMI-DADE COUNTY
M St Lucie County PRODUCT CONTROL SECTION
DEPARTMENT OF PERMTITING, ENVIRONMENT. AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) -��wmymfamidade&oy/ogra/
iGT —Industties
1070 Technology Drive Of
I tractor C 7-A
North Venice, FL 34275 Cc It
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 6ther areas where allowed by the Authority
Having Jurisdiction (AIU).
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 theirjurisdiction. 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 codc'.
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 "SH-200" Aluminum Single Hung Window — NX
APPROVAL DOCUMENT: DrawingNo. AW-SH200-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dadc 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: None
LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state,
model/series, and following statement: 'Miami -Dade 6unty 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.
I)MMINATION of this NOA will occur after the expiration date or ifthem has been a revision or change
in the materials, use, andfor 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-Dadc 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.
1NSPECTION. 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 thejob site at the request of the Building Official.
This NOA revises NOA # 11-0614.01 and consists of this page I and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MMMIADECOU NOANO.11-1013.12
Expiration Date: September 01, 2016
Approval Date: December 08, 2011
Page I
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10/10111
NO CHANGE
J ROSOWSKI
AS
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7
7�
05/11111
10 foil
a
DESIGN PRESSURE A
Iwo TEN08OLM 0�
0�
veam m mns
SINGLE HUNG WINDOW INSTALLATION
INSTALLATION DETAILS FOR FLANGE. FRAMES CONCRETEIMU CONORETEFC
OPTIONALADDON 13 EMBEDMENT PERANCHOR PERANCHO
REQUIREME REQUI E E TYP. ANCHOR
INSTALLATION FLANGE a HEAD. TYPE.
BILL JAMES 7 3 EMSEDMENTANI
OPTION I IIH;M[AX 41 EDGE DISTANCE
CURVED HEADER 6 PERSUBSTRATE
INSTALLATION INTO MOD EDGE 12 61 1
2X, SEE NOTE 2. THIS SHEET. DISTANCE
SEE TABLE 6,
THISSHEET.
EMBEDMENT
IAe5'
VISIBLE
LIGHT
HEIGHT
F -1-
8-4
BUCK I "TERIOR
HEIGHIT ---
I
35 L
VISIBLE
LIGHT
HEIGHT
T-"
2254-
7TI14-
111 —
TYRANCHOR
MAX
1/4'
L
WIFE.
EMBEDMENT
8HIM
—JL MAX
�Jtsl
ANDIDGE
Tyll ANCHOR TYPE.
SHIM
TIM
C,
DISTAX PER
EMBEDMENTAND
SUBSTRATE, -4
EDGE DISTANCE
I
SEETAIll
PER SUBSTRATE,
I STALLATION
N
THIS SHEET.
SEE TABLE 6, THIS
SHEET.
�AT—
-dP—TION I
INSTALLATION
STRAIGHT HMSR
OPTION �2
INSTALLATION ONTO
INSITALLAMON
MOD2X.NOANCHORG
ANCHORS D REOTLY
REQUIRED AT HEADER,
INTO MASIONRY.
i-- IWMAXSHIM
INSTALLATION
OPTION 4
INSTALLATION
ANCHORS
DIRECTLYINTID
METAL.
DADE APPROVE 0
ALUMINUM. BTEEL0=NGN6R EXTERIOR
J L
�ll
IfVISIBLELIGHTWDTH
BUCK
TIP-T�TIPWJDTH
HORIZONTAL SECTION A -A
TABLEII:
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
MIm
Embedment
A
1A-410SISCral
Ungroulad CMU, (ASTM C-00)
I.,
1-Im
o
012 Steel SMS
Screw (G5)
P.T. Sms"m Pine (80 -.55)
Giv,
IVE-
Aluminum, W63-73 mIn.
aw
Ill
Steel Stud, Or. 33 Min.
n'
—D.034aC20 Ga)&
A30 Steel
ae
IW
Ill 410 88 Cletel
PA Southern P.Ins (SO -.a5)
T.
t1val,
Commse (Me. 3.36 kBI)
1.
T—
Ungrol : (ASTM I
1,Tl
1-1/4--
C
I
Ill Steal Ultracon
1 P.T.bm-tMom M(80-.55)
I I
I I -wall
concrete (MM. 2.7 MIQ
I v
I lg�
ngmulad CMU, (ASIM C-90
I I'-
MIMIMUM
OF 3 THREADS BEYOND
THE MIFFALSIA13TRATE.
PROPERTIES. BLIS
NOTED
1) USE ONLY SUBSTRATE�PROPRIATE ANCHORS USITO ONTABLE 5 OF THIS SHEET. FOLLOWEMBEDMENTAND EDGE DISTANCE LIMIT& ANY INSTALLATION OPTION
allOWN MAYBE USED ON ANY SIDEOF THEYINDOW.
2) MASONRYANCHORS MAYBE U69D INTO WOODAS PER TABLE 6. THIS SHEET. ALL WOOD SUMS LESS T14AN 1-UrTHICKATURTO BE CONSIDERED IX INSTALLATIONS
�M
y
DIS ANC:EDM'M
DIST
4'.
INSTALLATION
OPTION 3
INSTALLATIONANCHORS
THROUGH IXBUCKSTRIP
INTO MASONRY.
EGRESS FORMULAS
(EQUAL-LITS)
WDTH:TIP-TO-TIPVM)TH-4P
HEIGHII. TIPl WIDTHQ - MIS'
VISIBLE LIGHT FORMULAY
(EQUAL-LITE)
vl (aASH). TIP-70-TIP WIDTH - B-IMV
MOTH (FIKEDN TIP-TO41P Ill - e
HEIGHT'. ITP-TOmTP HEIGHT - 74116-A
L6/ U I UNHEN USED) SHALLBE DESIGNED TO PROPERLYTRANBFER LOADS TOTHE STRUCTURE. MOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITYOFTHE PRODUCTALSVISSID
ENGINEER ORARCHITSCrOF RECORD. ..pI)+d9.hhftPll
wMail
J 3)MSIBLEUGHTIAIDTHORHEIGHT(ALSO -"011111" A.pw.lbjl-jo
0
REFERRIFI)TOASDAYUGHTOPENING)IS Al LYNN 4f, R.'Il E I Dl
MEASURED FROM BRADINOTO BEADING. .......... T=0
T Jise'll'ZO/10/11 I NO CHANGE y
IIIPMAXSHIM M�
, III, A�nuss Min I ml RNIsl
Z No. 58705
NICANCHORS
REQUIRED IN CONCRETE PER
Still I �. Iel
REQUIREMENT
to 4�� FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FLANGE ANCHOR
FRANNE SILL
0 STAIT01,7011
1070 TECHNOLOGY Ill Mr., ol
(Ol �N
N. VENICE. R 3,1278 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX IS20 1
VERTICAL SECTION B-13 NOKOMIS; FIL 34274 so'lln. Sill
A� lub PZ CERE. OF WITH. 129MO SH-200 NTS
P F 8 'M SH2 0 0-01
1 INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
2 i X WOOD SEE
1
OPTION 5
ER
CURVED KEAO R
EDGE
EGGS
INSTALLATION DISTANCE
DISTANCE
ANCHOR(SCREW)
V)
&GS
THROUGH THE FIN
DISTANCEW-1
VISIBLE
LIGHT
HEIGHT
t 38
�1 VI �IBLE
UMT
HEIGHT
43
2.264o 31
INSTALLATION
OPTION 6
INSTALLATIOWNCHOR
(NML) THROUGH INS FIN
2,THIS8HEET
EMBEDMENT
114-MMOHIM
TYRANCHORTYPE
EMBEOMEMAND
SHEET.
USE EITHER
LATCH to 29) OR
BOTTOM LOCX
(#IiL TESTED
UNITLOCATION:
O-W FROM
VENT END.
EDGE
TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE
EDGE DISTANCE PER SUBSTRATE. SEE
0,THISSHEET
2XWOOD,
EMBEDMENT SEE NOTE 2,
7 THISSHSET
EDGE
DISTfANCE� SEE NOTE 2.
iL THIS SI-SET
EDGE
DISTANCE EDGE DISTMCE
114-MAXSHIM
IMMMSHIM TYRANCHORTYPE,
EDGE
DISTA
Ol STJ N
EMSEDMENTAND EDGE
0
2X Wool
GD.:E
2X WO EE
DISTANCE PER SUBSTRATE,
D
0
NOTE 2. THIS
2.
SEE TABLE 0. THIS SHEET.
6 SET
SHEET
HORIZONTAL SECTION C-C
1-N
J1 IIIPMAXSHIM 20
4 TYP.ANCHORTYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE, tINSTALLATION —
SEE TABLE 0. THIS SHEET, PTI 64
lMrTALLA-TrION OPTION 5 32
OPTION E INSTALLATION 43
I
UTRAIGHTHEADER ANGHOR(SCRIVI) VISIBLE UQHTWIDT
INSTALLATION ANCHOR THROUGHTHEFIN a
(SCREW)THROUGH THE FIN
INSTALLATION
OPTION 7
INSTALLATION
MCHOR(SCREVV)
THROUGH THE FIN
MaSTEEL
SELF�DRILUNO
SMS(G5)
MULLION SECTtO
DADE APPROVED MULLION. MAYBE
VERTICAL OR HORIZONTAL. MAX.
1/4' SHIM, SEE SUBSTRATE
PROPERTIES, TABLE 0, THIS SHEET.
U4- MAX. SHIM EXTERICR
r.-�
Qlr-
_0
WITH FIN
REMOVED
TABLE&
EXIIRRIOR kZl
7 sa-1
ALUMINUMISTEEL FRAMING OR
STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
NOTES'
4
1 'MSHIM
1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
PETOMOED
ON TABLE 5 Of THIS SHEET.
FOLLOWEMSEDMENTAND EDGE
'018
DISTANCE UMITS. ANY
DISTANCE
INSTALLATION OPTION SHOWN
-A
MAY BE USED ON MY 505 OF INS
EDGE
WINDOW.
DISTANCE
2) V WOOD FRAMING OR SUCK,
EMBEDMENT
I-lirTMCKORGREATM
2X WOOD. SEE NOTE 2. THIS SHEET
3)VISIMELIGHTYAMCRHEIGHT
(ALSO REFERRED TO AS DAYLIGHT
:RTICAL SECTION D-D
CPIBNING)ISMEASUREDFROM
BEADINGTOBJEADING.
EMBEDM
ENT
INSTALLATION
OPTiON 6
INSTALLATION ANCHOR
EXTERIOR (NAR)THROUGHTHEFIN
EGRESS FORMULAS
(9QUAL-LITE)
WIDTH: BUCK WIDTH - 7
HEIGHT. BUCK HEIGHT12 - B-1311 r
f-4—ORMULU
(EQUAL-LITE)
WIDTH (RASH): BUCK WIDTH - 4-1/16v
WIDTH (FIXEDN BUCK MOTH - 3-
HEIGHT: (BUCK HEIGHT - 0.1118') 12
Anchor
Substrate
Min. Edge
Distance
Min.
EntleadMent
2-1/2' x.113- Box Nall
P.T. Southern Fire (80 -.55)
112"
2-7/10'
2-11Z'x.131" Common Nall
P.T. Southern Fine (SG -.65)
oils,
2-7/16'
2-1/2- x.146'Rcoftg Nell
P.T. Southern Pine (SG -.55)
9/16"
2-7/10'
010 Steel SMS Screw (08)
P.T. Southern Pine (SG -.55)_
314"
1-318-
Aluminum, 0003-T5 min.
3/8"
Ila"
Steel Stud. Gr. 33 min.
Sir
0.036
A36 Steel
afty,
118"
N0.68706
11
ST FF"
y
1070 TECHNOLOGY DRIVE
N. VENICE. F. 34278
N " ,
P.O. BOX 1529
.. le
�
NOKOMIS; FL 34274
A. LIM P.
I
CERT, OF AVNL #29290
10/10/11 1 NOCHANGE
FRAME INSTALLATION DETAILS J ROSOWSKI
0.1w.
'LE HUNG WINDOW INSTALLATION 05/11/11
200 IsaS 1 5 OF 8 MD-S'H200-01 J'A
mman—I
Null
Sash
0.01F.A. this shmet))
......
.......
us
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w
ll.WIW(Eqa�s)
2
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1 2
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2
2
2
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2
2
2
2
2
2
2
2
1 2
1 2,1
2 1 2
trufar 154ulft.
2
2
2
1 9
2
2
2
2
2
7
2
2
3
2
3
2
3 2
37'
111,11fir gGetal Lee
2
2
2
2
2
2
2
1 2
2
2
2
2
2
2
2
2
2
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2
2
mr I"fir
2
2
2
2
2
2
1 2
2
2
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2
3
2
3
2
2
2
3
2
wall lit
2
2
2
_L
2
2
2
2
3
2
2
2
9
2
2
3
2
3
2
2
2
3
2
3
16-71v are 1"Itt.
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3 2
3"r
%1W (Equal 1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2 2
.19-110
2
2
2
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-L
2
3
3
2
2
2
2
2
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3
2
3
2
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usdar 10411V
2
2
2.
2
2
3
2
3
2
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2
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2
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—
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1"16- thau 2MV-
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2
2
2
2
2
2
2
2
2
2
2
2
2
2
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2
3
2
2
2
3
2
3 2
Z2,0110' (Equal 1.11a)
2
2
2
2
2
!
2
2
2
3
3
2
2
2
2
3
3
3 3
mr22V1W
2
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underID-Iff
2
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21
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204ITtN.24-IMI
2
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2
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3
21
3
1 2
1 2
2
4
3
3 2
24-Mr (Equal List
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3 3
cast �lr
2
2
2
2
2
2
2
3
2
3
2
2
3
2
4
2
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2
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undsom1wir
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2
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2QaI3fIVIsw2�IVI&'l
A�4- (Equal UX
-�L
1.
2
2
�2
2
2
2
3
2
2
2
2
2
2
3
3
3
3
3
3
$
2
2
3
3
3 3
cal
2
3
2
2
2
2
!
3
2
3
2
4
2
4
2
3
9
4
2 4
Undm,�IWIW
3
3
3
3
3
3
4
3
3
4
3
4
3
3
3
4
$
4 3
24.1djo-Buti
2
2
2
2
2
5
5
2
3
2
2
2
3
2
3
2
3
2
4
.3
3 2
3MV (Equal M)
2
2
_L
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3 3
0.3mve.
L
L
2
3
2
3
2
2
2
4
2
3
2
3
2
4
1 2 3
equal 254VC
3
_L
2
_L
3
2
_L
3
.1
,
2
4
2
3
2
3
j
4 2
2&WVthqu3jzc3-'
2
2
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2
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.1
2
.1
2
_I
2
2
3
2
3
2
2
.1
2
_j
4
3
3 2
31&IW (Equal LN)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
1 3
m,3141T
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2 3
Iffahel
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3 2
3
2
3
2
3
2
3
2
3
2
5
2
3.2
3
2
3
2
3
2
3
T
T2
2
2
2
1 2 1
2
3
3
2 2
2
2
2
2
2
2 1
2
2
2
2
3
3
2 3
3
2
3 1]
3
2 1
3
3
2
3
2
3
2
3 2
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3
2
3
2
3
2 1
3
2
3
2
3
2
3
2
3
2
3 2
Chard cash height. For clear dayllght height. subtract 34116".
Size range Includes the stamthard Pro-Viev, (3�-2 conliguratkn) far the given "rules, Height
'Mlr nefors, to 'Mal Redr.
For ovarrall slash vAdth, outatmot 2.1 liffir from the buck direction.
NOTES
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TP-TO-TIP.
2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1.
3)FORSUEESNOTSHOAW,ROUND UPTOTHENEXTAVAILABLEWEITH
ORMEIGKrDWENSIONSHOMONiiTETABLE.
4) REFERTO TABLE 5, SHEET 4 FORANCHOR GROUP DESCRIPTIONS.
4
V FROM
AM
BEAM
OF MAX
FOR ALL
FLANGED
WINDOWS NTH
-7
ACQRVED
HEADER.AN
ADDITIONAL
ANCHOR 13
REQUIRED AT
TH ENTERCP
NEC
THEIREADER.
FIGURE &- SASH CROSS
SECTION (WITH
MONOLITHIC GLASS)
ftortroult
BY
Pre a, a
.I ft. or n
52
0
C
U-1
jo
4
IT
z
0
Aj
eg
in
w
=Z)
3:
C
I- WEEP
NatcHa
BACH MD
IVANNEALEDOR
TEMPERED GLASS
ANGLED/CURVED
FRAME
ASSEMBLY
900 COR
FRAN
ASSEM
ASSEMBLYDETAIL
FLANGE FRAME CO
WIVANNUALEDOR , I
TEMPERED GLASS -7
I -WEEP
NoIrii a
EACH END
114-ANNE"DOR
TEMPEREDGLASS
90* CORNER
FRAME
A§TE—M
SCRWOOSSES
FL—SSEMBLYDETAILS FEOR
L
S
FIN FRAME CORNERS
ANGLEDICURVED
FRAME
ASSEMBLY
2
1
4
z
o
<
LIJ
CD
u
z
c
o z
0
zC;
ASSEMBLY DETAILS FOR U.1
FRAME TO MEETING RAIL z
12- NOM
If GLASS kACK
I/VANNEALEDOR 14'nRSPACE VIVANNEALED OR
TEMPERED GLASS 118-ANNEALEDCR TEMPEREDGLASS
TEMPERED GLASS
318 NOM.
GLA;S SITE
In NN.
LU
0
10
LLI
-j
(D
z
V5
:1
a
GLASS STACK
311VAIRSPACE
0
1/6' ANNEALED OR
TEMPERED GLASS
S! -1 G!
n3e
14
A
1/8" GLAZING DETAIL
GLASS7YPESA&B
3/16"GLAZING DETAIL
1/4" GLAZING DETAIL
1/2" I.G. GLAZING DETAIL
1/2" I.G. GLAZING DETAIL
'o-
GLASSTYPESC&D
GLASS—JYPESF&P
GLABSTYPESG&I
GLASSWPESH&J
v
fil
Item
9
PGT
Dwa. #
PGT Part#
Dewriptlon
I
2703E
62703EW
Flange Frame Head
2
2761 B
82751BW
Flange Frame 8111
3
2781
02781W
Flange Frame Jamb
4
2713
627i3BW
Integral Fin Freme Head
6
2714E
62714EW
Integral Fin Frame SIII
6
2782
02782W
Integral Fin Frame Jamb
7
2708
OZIOBDW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rall
9
2739
6273OW
Fixed Meeting Rail
110
27119
62709CW
Sash Side Rall
11
27408
742740AW
Sash Bottom Lack
12
2785
82785W
Sash Stop
13
134
666`15
Addon Flange
2D
122e
61228DW
Vinyl Bulb,
Flax PVC 70
21
1602C
71662CW
Head/Sill
Gasket, Polyethelyne
22
1270
7PAD11S
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rall Plug Gasket, Rigid PVC
2T-
4086
640680
WstpJ87 X.230 Fin Seat
-YB-
7
:!TL1-
727-84W
Son Side Roll Gasket, PCIyethelyno
I--
6
1078
1078
7121UM
AM
Balance Tak"Ut CUP
27
Vedas per uIze
Balance
28
2711
4280OW
Sash Cam, Nylon
'29
1098
7109OW
Sweep Latch, 7JAC
30
1016
785BM
#8 X.625 Ph. Fl. SMS Latch Screws
31
1267
7`1267N
Setting Block VS"x 112"x I", EPDM
32
BDURAK316
Dumosal - 3116"
33
6DURAK14
Dureseal - 114-
34
Sash Bottom Look Spring
35
Semen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
11525
616258
Glass Bead (118" Glass)
41
2719
6271913
Glass Bead (3116" Glass)
42
1203
612638
Glass Bead (14'Glass)
43
1263
GVT48B
Glass Dead (I.G.)
50
78iPQA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X I" Sq. Pn Twin Fast SMS - 410 S.S.
62
1184
7BILHPOA
98-15 x I LH MvInfast Sow Zna
63
1186
78ILHPDX
08-15 x 1 LH TwInfast Screw Zinc (S.S.)
64
7BXlPFTFUA
#8 X 1" Ph FI ulcut SMS
55
78XIFPAX
#8 X V Ph FI - Stainless Steel
60
1/8 Annealed or Tampered Glass
3116'Annealed or Tempered Glass
W2—
1/41 Annealed or Tempered Class
11V- 114"Alr - IffAn. or Temp. I.G.
118"- 3116" Air - 3118" An. or Temp. I.G.
2.00V
—T
.66V
.or A
.002- —JH".
DFLANGE FRAME HEAD
eOS3.TBALUMINUM
FLANGE FRAME SILL
8083-TBALUMINUM
I I
2.05V 97W
J)f(P 1.12T F.000"
.0,
a
2.OV T I T ..062--
'-!5W j
_7 I n: r012
car
-L1t2V 97W .05r L
— — D I - f. I L
2.05, .05V j --� X2r -car -80v
INTEGRAL FIN FRAME BILL INTEGRAL FIN FRAME JAMB 7 SASH BOTTOM RAIL SABH TOP RAIL
8003-T8 ALUMINUM 0 SOWBALUMINUM (D GOWT6ALUNINUM 0603-WALUMINUM
oar
.003. 622
74' _j
.928- 1.157-
05 1 P1053'r
.05r saw
FIXED MEETING RA1 SASHISIDERAIL 11 SASH BOTTOM LOCK RAIL 12 BASH STOP
0063-TO ALUMWM 6083-TOALUMINUM 8 80m�TSALUMJNUM 8 0063-TO ALUMINUM
2.00V —
ear
.23r
.060,
.082-
0611.
Sao-
ti -
.car
.0m.
OW
�"r
—T
SOV
W
—L
.050.
A �42 _
_jj
OBZ- ---4-
0 FLANGE FRAME JAMB
DoWMUMINUM
INTE MFINFRAMEHEAD
6083?TR8ALUMINUM
LTIMIM
B.
,%V- \.,(tAN Arit
0
5B105
cc
iw=
,a 11 z
to 0 1 Lj
,-0 �kof
op sip,
'0 FLOsQ., C)�
............ 1� � 1�
PEASS705
D..dp
BON
7070 TECHNOLOGY DRME
N. VENICE. FL 34275
P.O. BOX 1520
NOKOMIS; FL 34"4
W.:
SINC
CERT. OF AUTH, #29296
10110111 1 NO
PART DETAILS
.050-
ADOONFLANOE
0063-TO ALUMINUM
PRODUCT "VISED
., .,jyj* �Ijh 0. Floid.
BuWffig Cad.
A�
F�l
HUNG WINDOW INSTALLATION
8OF8
i
SCANNED
BY
St Lucie County
IMIAf4f-DMADE ivIlAW—DADY COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OFREGULATORYAND ECON0611C RESOURCES (RER) 11805 SW26 Street, Room208
BOARD AND CODE AD11MUSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCE PTANCE (NOA) 1 9 wmv.miantidade.goLlecuitunix
PGT Industries, Inc.
1070 Technology Drive
North Venice, Fl. 34275
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 (AID).
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 inaterial 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 AM
may, immediately revoke, inodify� 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 Miatui-Dadc County Product
Control Section that this product or material fails to meet the requirements ofthe 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 'TGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUME, NT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/1 Iwith the latest revision dated 01/29/15,
signed, scaled and by Anthony Lynn Miller, P. E., hearing the Nflami-Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade
County Product Control Section.
MISSILE INWACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
series, and following statement: "Mianii-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.
TERNMATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, rise, 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.
ADVE RTISEMEENT: 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 thejob site at tile request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation. was reviewed by Jaime D. Gascon, P. E.
NOA No. 14-1103.01
U=NTY X ixpira ion Date: Ma'y' 2'6,2'016
Approvai Date: Yebruary 12, 2015
Pa,ge I
PGT Iudush-ies, Inc.
NOTICE OF ACCE PTANCE: EVIDE NCE SUBMITTED
A. DRAWINGS
1. Manufacturees die dimvrings and sections.
(Subutifted anderprevious NOA No. 10-0819.05)
2.- Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 0 1/29115, signed, sealed and by Anthony Lynn Miller, P. E.
13. TE ST8
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 FB C 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab� Inc., Test Report No. FTL 6443
(samples A-1 thru E--l), dated 02/2 8/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P. E.
(Submitted underprevions NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5h Edition (2014), prepared by manufacturer, dated 01129/15, signed
and sealed by Anthony Lynn Miller, P. E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATE AIE NTS
1. Statement letter of no financial interest, conforniance to and complying with the FBC
5"' Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, conformance to and complying with the
F.BC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. -
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06114, signed by
Jaime D. Gascon, P. E., Product Control -Section Supervisor.
-Jaime A Gascoh,
Product Control Section Supervisor
NOA No. 14-1105.01
Expiration Date: AlayM,iO16
ApprovalDate: Ffebruary12,2015
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: Ef VIDE NCE SUBAUTTED
F. STATEME NTS (CONTRI-UD)
4. Laboratory addendum letter for Test Report No. ITT1,6443, issued by Fenestration
Testing Lab, Inc., dated 05105111, signed and sealed by Martin D. Brinson, P. E.
(Subutified underprevious NOA No. 1-1-0922.01)
5. Laboratory compliance letter for Test Report No. 11TL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
(Subinifted anderprevious NOA No. 11-092ZO1)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq 1. Chanda, P. E., Product Control Examiner.
(Sukizitted underprevions NOA No. 11-0922. 01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their 'TGT
Series Aluminum Clipped Mullion — L.M.T.", approved on 11/31/13 and expiring on
05/26/16.
Jaime A Gascom�P. E.
Product Control Section Supervisor
NOANo. 14-1105.01
ExpirationDate: May26,2016
ApprovatDate: February12,2015
E-2
DETAIL A: DETAIL B: LRum
MULLION TO 2X W60D 13UCK MILION MULLION ATTACHED TO 1X BUCKSIRM TYP.ANCHOR
ONRY
ORWOODFRAMING WOOD BUCK AND MASI AND �PWSUBSTRATE.
A CHIMENT
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY WNERS.
SEE NOTE 1.
MUCH SHEET I..
mwa.lx si SOS.
SEE SHEETS
1-nFORHOL 4 a STANCE.
E THE LOEANONSE SE'ESEETASUES
R TH 4
REOR SUGEOISTANCE IS-158
EDOE FOR IMSM"
RES""
STANCE
LIP
NSlAUU...Y 4 FORWOOD ANCHORS
THISMETHCO. SIDE VIEW
REWS 4 -4
AMMIALIONS
I. -TIE
up�yoo
R.m. V
THISIVETHOD.
4* EXTERIOR
-�14 ED39 4
DISTANCE
FOR
MON"
.1HOEOIF Iff ""o ANCHORS
,._.ED FOR
E.'
EXTERIO 1, E�
SIDE VIEW
FRONT VlrW
INSTALLATION NOTES;
1) ANCHOR EMBEDMENT TO BASE MATERIAL $11ALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE THE
CORRECT QUANTITY AND LOCAIFION OF ANCHIORS MUST BE FOLLOWED. REFER70 THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAJ� A-D, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED.
31 ANCHOR HEAD TYPE MAY BE PANHEAO, HEXHEAO OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Q SHEET &
6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELOO t/4' B.S. AGGREGATOR MASONRY ANCHORS.
PERWMSTRAJE�
BUWTRF
ATTAORMENT
SYOTHORS'
EMIE TVSN;'
SSE WEI.
M2.7"ICONCRIMEOROW
FRONTVIEW
NO. 58705
MIN 2.7 "1 C4NOI OR OMU
FRONTVIEW
MIN 7.701 CONCRM OR CMU
SIDE VIEW
INSTALLATION NOTES;
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO
2) QUANTITY OF AN CHORS AND MULLION SIZE SHOWN MOVE ME FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASSO PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, I
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON TI
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PAN HEAD. HExHEI,D OR FLATHEAD
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET &
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI COUNTY APPROVED
ELCO ULTRACON OR ELCO IN SS. AGGRECATOR MASONRYANCHORS.
FRONTVIEW . I
t5?
EXTERIOR
DETAIL E;
� .12 MIN. MULLION TO MULLION
TlINTERSECTION
'Al _� (U-CLIP)
TOP VIEW I
FRONT VIEW
NOTES,
1) MAY BE INSTALLED IN 'TEE' OR -CROST
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
3) SEE U-CLIP DRAWINGS. SHEETS 2143
FOR CORRESPONDING MULLION. 901',
ic:�>
EXTERIOR
EDG'
30TANCE
SWITMIRI
111.133
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED,
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 620, FOR OUANTITY OF SCREW&
SIDEVIEW
.... '�p
No. sa?05
BNt �lr
!,4 "o
/",,oA/AL S%�
A. &NN MI&K P.E.
IN
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CUP) (ANGLE CLIP) (ANGLE CLIP)
SEE DUALS A�E,
SHEETS 2MD 3 FOR Wgk�TION
TO SPECIFIC SUBSTRATES.
SIDE VIEW
SKI I X4'X.12V
MNN
F 0
TOP VIEW
EXTERIOR
TOP VIEW
MWOOD.STCOL. STANDARDOLIPTOBE ERIOR
AUJII.CWORMSONRY MODIFIEDIN-FIELD.
Dew
0
0.11414CS&
ApMt,
ALWCMIJORMSONRY /I SCSI
Diamm U.- Mp4wd,
PER
E..O.
SEGE
CAN LINN,
ANCHOR NOTES FOR INSTALLATION OPTION 0 & H: aW4
......... 1) USE 2 ANGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F, : No. 16705
1) DUAIL IS NOTAPPLICABLEFORTHE BAY OR 1.26'XZ11'X.12F MULLION. 2) DETAIL 0: SEE TABLES IB-14B FOR ANCHOR QUANTIT15S AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2) SEE TABLES 16.13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FCR HOLE LOCATIONS. 3) DETAIL H; SEE TABLES 158 OR 162 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 1 '0 E
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS.
A.
FL
TABLE 1A
Operfling WIdIJh
mdaom) or Openbla HolGht
(for Ivi IY.P.-Im mucors)
01,
70M
60%
mi.
1001,
Dab
140M
ISOM
i x 2 x.i2S
77
dga
L..ft
Rgolr'1g'
ogdfr,
V.".N
onig,
ftog'awo
tna,
lIg'al.
b.ft,
Red.wor
Ldq
I lrlpruI.,.
Lgoft
AwargUl
"ft
M .'
IN�,
R.MP.
LgIft
lrapn3ggg;.
Lg'agi
I RdgrW
wd,
hsM. .
LoIft
mgwoor
Wag,
IrgInAl.
Load,
Mum. Tubo
Multhm
hilt
I'll
Fha
III
It I
I
!
Wh
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Mill
!
HJI
!
421,
lil.0
4N
i2g.51
332
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90
115.9
325
7011
4W
INA
Mi
0.0
4H
INA
319
02.1
456
IN.*
312
B&O
40
1114.0
310
0.0
40
IN.0
312
$0.0
405
1 INA
319
35.0
AN
IN .0
3%
"In
?4.9
30
111
255
614
1 312
T3.4
252
0.5
312
V.0
246
0.4
312
03.2
M
4tt
U2
61.3
W
37.5
312
GLO
N4
31.2
3112
61.
244
M
IR2
61.0
244
MA
31 2
61.0
244
110.0511
0.0
291
FOO
29
M
01
61.6
2110
45.0
201
05.7
=4
U.0
281
52.1
M
ILI
201
WA
=
31.9
281
49.3
210
"A
21K
40,3
111
22.8
211
40.3
210
0.0
201
40
210
57.0
207
419
247
40.9
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31.0
247
44.0
10
32.0
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247
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103
212
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11.42VAU(1 #
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VA
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I VA
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1 177 WS
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1101.
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201b,
2Aggogran ....F.M.0"NNY
N'Dj g
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A
A
1.1g.
I A
IVA
NOTE: FOR THE OFFSET CLIP, USETHE SAMEANCHOR PATTERN ANDANCHORVALUES AS THE STANDARD CUP.
.ANCHORCAP._
FORMULA TO OBTAIN THE 'ANCHOR
FIGURC I-
FIGOR82
TABLE NOTES:
I-RODUCTRUVISM
10
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
goormpWal'thlbunggia
0.170M cg�
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
--j 1.000-
r 5,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
IMI I P'. UNCI,11.1
too,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHUETS 21-23.
MOLE CLIP MUST
BE USED IN PAIRS.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AD[ 301 SPECIFICATIONS. HOLLOW AND GRCUT-FILLeD
126-
--jnk�� 41,
CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ASTM �(V. WOOD SHALL BE PR58SURE-TREATM
FIGURE4:
FIGURES:'
FIGURES:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6015345AND BEA MINIMUM OF.126-
Z No.58705
THICK STEEL STUDS TO BEA MINIMUM GRACE 33 AND.045- THICK (18 CAUSE). STRUCTURugL STEEL TO BEAT
LEAST.125* THICK AND ". ALLANCHORS INTO METAL SKAIL. EXTENGAT LEAST 3 SCREWTHREADS BEYOND
I'XrX.125-MLILION
Z
THEMATERIAL : #10 & 012 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
74
. ..........
5
ZONAL.
A. LYNOOLL9R. P.E.
FIL P.E.# 68705
Mulk" Cwthy Table 13mr?)
Opening Width
(forwrlod"purving
return) a ponlagmeglityarhodurr*ddiv-sp
md9am)
50%
role
rom
WM
win
Who
1201,
1431,
IMN
lx2x.376
All,
Tocni-v
INding
w
L-W
LWAng
Ach�.'
TroPTI".
OM
RIO.No.,
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wMam.
R.
TvAlenog.
Alum.Tube
Nation
I
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1
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1
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1 11
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD UP.
FIGURE 1;
�IGURE2-
TABLE OTES,
na-awl
1)SHESHEET1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET26 FOR INFORMATION ON LOADING.
1.00D.
'Is
did
0
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
1.
"-1
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
EOO'
OOrl AN on
FIGURE 3'.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21-23.
2.
1 1
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21m.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST
BE
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NOTE, FOR THE cFrsey CLIP, USE THE SAME ANCHOR PATTERN AND ANCHORWULUES ASTHESTANDARD CUP.
FIGURE 1: FIGURE 2: FIGURE 3.' FIGUR94: FIGURE& FIGURE
np M a] n] F [Pa.
FIGURES: FIGURES: FIGURI57.
ANGLE CLIP (FIGURES 58E) MUST BE USED IN PAIRS.
1.062-
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FOR INFORMATION
ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$ IS ALLOWABLE.
3) MULLION MID MULLION CLIPS SHOWN ARE N07 TO SCALE. MR EXACT DOVENSIONS, SEE
SHEETS 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.( D'
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CIMU) SHALL CONFORM TO ASIM C40. WOOD SHALL BE
PRESSURE -TREATED YELLCW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-TSAND SEA MINIMUM OF.126' THICK. STEEL STUDS TO BEA MINIMUM GRACE 33AND.04W 7
THICK (10 GAUGE). STRUCTURALSTEELTO BEATLEAST.125' TKCKANDA30.ALLANCHCRS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND T14E MATERIAL. Sit) & 012 I'X 4* X
ANCHORSINTOWOODMAYBESTEEIL1888S OROOSS, r-MUL
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ITS
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it.
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I nmcmu
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I IW4'
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1 148-
I
I ONSAI
I WA I WHO
I ISAI.
I IORAS
I WARM
I
TABLENOTES,
I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SKEET25 FOR INFORMATION ON LOADING.
SEE SHEL78 24 FOR GEN ERAL INSTALLATION METHODS.
FIGURE Ii 2) LINEAR IN7121SPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS ISALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-n
HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACJ 301 SPECIFICATIONS. HOLLOW AND GROUT.FILLED
CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ASTM 040. WOOD SHOLL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN BE OF 0.55. ALUMINUM SHALLBE 008345AND BEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRACE 33 ANDAMV THICK(IB GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.121VTHICKANDAN5,ALLANCHORS INTO METALSHALL EXTENDATLEAST38MEWTHREADS BEYOND
TIIE MATERIAL� 010 & 012 ANCHORS IWO WOOD MAY DESTEEL, I" S.S, OR410 SA.
-ANCHOR CAP
THIS FORMULAk TO OBTAIN THE 'ANCHOR
(FROM
TWILL
Ms. 50705
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FL P.E.0 58705
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IMPACT -RESISTANT ALUMINUM TUBE MULUONS
30 DEGREE SAY MULL SPECS
& J'N/A r�� 6300JR �19- 25
NIA
J ROSOVVSKI 1 0&29111[7' P� Ism
rJ—ZSOWSIQ r 10110114RM MULLS TO SHEEME1
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QM-0, Vi 45 DEGREE BAY MULL SPECS
13.
WA
OWSKI P� M 1�
JR
IQ ��10110114 MN MULLS TO SHEETSET
.
1.000- 1.000' 1
125- .125'
7 .1
-l" a'
[1125' aj'21. 2.750- 2.601 126- 3. 26. 3. 38-
2.000, 21
125'
-375- .6 w
1 1 .600 6J
t L t t _L - J:�jt
-T T T
I-XrX.12VMULLI0N I'X2'X.37WMULUON I-X2.?5'X.376'MUI-UCN I'X2.t6-XA5WMULUON, I-X3.12i?X.6-MUCN I.M' X3.188-X �V MULLION
0011�18ALUM. 6003-78 ALUM. 6011 IIW�Ttl ALUM. 6083-Te ALUM, 8083�TG ALUM.
X-SECTION X-SECTION X-SEGFION X-SECTION X-SE01ON X�SECTION
I STANDARDCUP
21M
SOWBALUR
X�ECTICN
........ .... .
F. 25-
..
31215' CUTHERETO 376'
CREATEF�CLIP,SEE MIN.
DETAII-F. SHEET4
LI
STANDARD CLIP
O�TOALUM
TOPVIM
111W.
5.500-- xv
.376- IN.
Im W..
Ir ---- \ ------- -----------
D
L
OFFSET CLIP
.128' 6083-TOALUM.
TOPVnw
1-.1 28'
2.12Y
U4UP
6063-TBALUM
I I X-SECVON
.125.
740
.3w MIN,
U�CUP
80070ALUM.
TONIM
ZCENTEROFANCHOR
HOLEMUSTLIE
WITHNTHEDA.HOD
BOUNDARY.SEE
SMSET36-17FORTHM
ANCHOR a 'C.
DISTANCE.MAXIMUM
ANCHORHCLE
OVM5TER,ANCHOR
NWETER. 111W.
TABLE 6
VAANGUECUP
Inu!�TSALUK
X-SECTION
125'
.376, MII
WANGLECUP
- -------- ----------
aws-Te &UK
FCENT�R OF ANCHOR ROLE MUST UE WITHIN'THE TO"M
DASHSDBOUNDARY.SEE8HEETSWFOR7IHS
ANCHOR CO. DISTANCS. MAXIMUMANCHOR
HOLE DIAMETEIt' ANCHOR DIAMETER. IMS'.
Mull Dimension (dwoot v)
PGT Part#
Mullion
Bid. Clip
10liat Clip
U-Clip
Angle Clip
• X 7- X.125- (5)
B8605
6BB113M
601
666511M
• X 2' X.376' (6)
60M
6NI14M
BM1119M
6W244M
V
-iF6i-13M
V X 2.75'X.37Y M
60607
068115M
6661 120M
r666243M
6W
BW245M
16F6Fl
M
1" X 2.76" X.650' (8)
66608
W116M
6681121M
SM6248M
SMM14M
f X 3.125'X.500' (0)
66637M
6661116M
W61114M
66MB242M
WMW 1 WA
6M15
1.26" X3.1 e$' X.2W (12)
66641M
B661117M
6861113M
W
66824iM
66651SM
1.2S-X2Al-X.126-(l8)
69370
NA
INIA
NJA
660517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLI-OWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
TABLE A
eon
V4
Value (1n)l
For Million:
A
1- X2' X.125.
Aluminum
Tube Mullion
a
2,854
a
0-695
D
0.740
A
1.126
V X2. X.375-
Aluminum
Tube Mellon
IS
2.404
C
D
0-835
0.490
A
1.876
V X2.76" X
.375 Aluminum
Tube Mullen
B4Dinumaloni
3UODD
C
0.751
D
1.118
E
I 46D MIn.
A
1.312
1- X2.76' X
.65o.
Aluminum
Tube Mullion I
B
3.ODO
c
476
C
A
21000
P X3.126' X
.500- Alm
B
2.637
D
1.137
A
2425
.2 3.188,
X.2351 Alum
Tube Mull
B
1282
c
0482
D
1.702
A
1.80
i.26'X2.1 V >
.12V Alum
Tube Mull
No.66TO5
RV
2)SEE SHEETS 6-20 FORSUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE.
A. LYN I DER . 'P.F
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I ' 'FLP.E.NSSTOS I �
- P� -
1- X4'X.IW I'X4'X.37F
MULLION MULLION
805346ALUM. II083413ALUM.
X-SECTION X-SECTION
3.1
—AW
0
SW 1—
Im-Xm5-X.lw-
MULLION
a0w5ALUML
X-SECTION
30-BAYMULUONk I
6003-16ALUM. I
I
X-SECTION I � I
I-XCX.376'
r-MUULION
6003-TSAUUM.
"ECTION
—I NO. — —1 .820- F-
1"XS.2S'XA2r I.2WX3.94-X.62e
MULL10N MULLION
600ST5ALUM. 6005.TSALUM.
X4ECTION X-SECTION
4375.
MIN.
376-
MIN.
740- �
126- I—.12y
2. 0' 2XSANGLECUP
U-CUP 8003-Tamm.
M3.TB ALUM X-SECTMION
X,SECTION
CENTER OF ANCHOR HOLE MUST LIE WITHIN WE
DASHED BOUNDARY. SEE SHEETS &20 MR WE
ANCHOR D.C. DtSTMCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER 4 1116%
------- CENTEROF
FT ANCHOR HOLE
MUST US WITHIN
THE DASHED
it
BOUNDARY.SEE
SHEETS S-20 FOR
THEANCHORO.C.
DISTANCE
ANCHORHOLE
OMMENEIL:
ANCHOR
DIAMETER - lite%
STANDAROCLIP U4UP
iR OFANCHOR HOLE MUST
US 6063-TSAUUM. 008�76AUJM.
TOPVIEW
4 WE DASHED BOUNDARY.
SEE TOPVHEW
rs &,. FOR THE ANCHOR
0 C. TAPI P n.
NOTES;
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS.
I 1 376'
OFFSETCUP
6011MOAUJIM
TOWIEW
TARI Fr. COIJT�
Dlinamijon
VAlun, On)
PorMuIlloml
Dlm.rudon
Valtzo On)
For Mullion:
F
3.6117
V X4- X
.125-
Alwhm
Tube M.Ron
F
a
TW—
H
I
F
0
11
3.10T
0.767
V X4- X
.171-
Alurninum
T.un a -r
F
0
H
I
i—w—
F
Z250
LWX3.25'
X.1w
AI.Im
Tub. Mulb,
F
0
H
1.500
—F2-50
F
2XS ANGLE CLIP
Mull Dimondon
(A.MN)
paypoaff
Mullion
Bid. Clip
Offect011p
UZIlP
Male CUP
I- Xv X.12e, (On
69M4
WIIIM
MIIM
6M41M
M5t3M
vXcX.3?w(I1)
88810
W112M
M1123M
GM24M
658519M
I-XVX.37V�(11)
Beoulul
W112M
6351i2W
ON24M
665519M
I,WX3.2VX.I00*(I3)
2010
M1127M
WIMM
M-410M
M115M
1.2SPX2.WX.e24-(I4)
20181
USI128M
WIMM
66S20IM
BMI16M
I.2V X3.04' X.624' (16)
20102
W1117M
M1128M
ON241M
065517M
So on.. (10)
OW9
WA
NIA
WA
0603110M
45 Dg.. (M)
entuo
NZA
N/A
WA
SWIIJM
MIMI
0 �Ylulv Afl, ,
..........
No.68705
S ATE
' 'S'/Q . N . AlLe
A. NdAwILL6, F
FL P.E.0 58705
TABLEE
Mull DImansion PGT PartV
(shoutti) Mulilan I Sid. Clip U-Cilp� —Anlo CIMI, .125- --1 .12W
IM 606511,
V X4- X.25' (16)1 60602 1 668261M 660271M 6065112M
V X6' X.25' (17)1 66804 1 668282M 605272M 668510M STANDARD CLIP U.CLIP USANGLECUP
0 DMTS ALUM 606�TGAUUM. ecem6xum.
NOTES: 24 X, X�EGTION 2.125- X45IECTION 21. X-SECTION
1) HOLES TO BE CHILLED IN THE FIELD FOLLOWNG F-125' 112V
F.126' Is M
01 ENSIONAL RESTRICTIONS GNIEN ON THIq SHEET. t — —1 1 0
M . �U L z
2) SEE SHEETS 6.20 FOR SUGGESTED. APPROXIMATE T Lo
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
6,600.
3.600* CUT HERE TO
CREATE F-CLIP. 6.000- XW LU
.376- N. SO
2,000- 376- SEE DETAIL F, 101
MIN, ir BNEIE.4 F" V
02.111" --------- --- ------ — —
IT --------------------- 1. z
L I
2- X 4- X.2r 3.1 S. 3.4 B. 11
MULLION
6033-70ALUM. L r— r
X-SECTION
L MIN. up
806�TgALUM.
L
STANDARD CLIP 2X6AN(UECUP
ZCENTERT ANCHORHO.EMUSTLE IF OW�! ALUM. CENTER OFANCHOR HOLE MUST US OXI z
WITH OF 0 'X4'M LLION SHEETH
.250' N HE DASHED BOUNDARY. SEE TOPMEW $ED FOR 2 U WITHIN THE DASHED BOUNDARY. SSE TOP IIEW
SHEETS 6-20 FOR THEANCHORO.C. TOPMEW SHEETS &2D FOR THE ANCHOR OC.
DISTANCE. MWMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST US DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER.ANCHOR DMETER. IIIV. Z—WITHI THEDASHEDBOUNDkRY.SEE DIAMETER: ANCHOR DIAMETER - 1116'.
U-20 FOR THE ANCHOR D.C.
5.6aw E MAXIMUM MCHOR HOLE
CUTHERETO IXAIAETS�, ANCHOR DIAMETER + VIV.
&SOD' CREWE F�lp. 6.000.
.37W (i SEEDETAILF. .376- .375-
MIN. SKEET4 EMIN. MIN.
-- -------- --- ---- r ---------------------- I
14 STEP
3 ED'_
7
I
4— 4,688-
.260
5.438. 5. 38,
LYNN g,14
............
2,XFX12V )CENSS,
N
MULLIO
6011�TOALUM. No. 58-105
X�SECTICN 316- Z
---------------------
6 1 YtT'qEPr:S
STANDARD CLIP U-CLIP 2X5 MOLE CLIP ",PLORIUK"
2100 600T) ALUM 8WI)LT0AUUM. em�Tmum. �y . ..........
TOP MEW USED FOR 2- X V MULLION. SHSET 17 TOPMEA,
TOPVIEW A. �'VAU MILVA', P.E.
FIL P.E.0 58705
EXAMPLE 1, SINGLE VERTICAL MULLION
'I
mumfos
LENGTH
I
EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE 15 KNOM TO BE WOOD ON ALL FOUR $IDES. THE WINDOW FRAME DEPTH 16 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +wjw-mo Par.
I) INITIALLYASSUMING THAT A VWDEMULUCN IS SUITABLE,THE MULLION LENGTH 18 72' AND THE OPENING WIDTH IS N'.32-P-6W.REFERENCINGSHEET25, THE COLUMN USING
"ECTANGUILAR LOADING MUST BE USED. SCA14THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH W24MAND WILL MEET OR EXCEEOTHEREQUIR913
DESIGN PRESSURE OF -604t�b PSF. IF THETABLE GOES NOT SHOW WE EMU SIZE. USE WE NEXTLARGER SIZE AVAILABLE.
MOM TABLE M, SHEET 7,THF I'X2.7VX.3TS' MULLION (LENGTH -n', OPENING WIDTH - 70-)MEETS THE DEPTHREGURED.HOWEVERIHE DESIGN PRESSURE IS -148.3PSFMDMULD
NOT BE SUITABLE FOR TH13 APPLICATION.
FROM TABLE 4A, SHEET a. THE P X 2,75- X.650' MULLION (LENGTH , 721, OPENING WID N - 7W) HAS A DES10N PRESSURE OF *72.7 POP WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF BIG LBS,
2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE MOD SUBSTRATE. BOTH WE STANDARD CLIP NTH (4)012ANUORS ANDTHE M5
ANGLE MIPS VATH (4) 012 ANCHORS HAVE A CAPACITY OF 005 LEE. THOUGH EITHERONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL
3SVERHFY WE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRoDUCTS,wUL
APPLY TO THE OVERALL ASSEMBLY. Fl� DESIGN PRESSURE RE UIRES THAT WE BOTH THE MULLION AND WE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE
INSTALLATION SPECIFICATIONS INTO RESPEMVE SUM FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -/-60.0 POP. Tll� OVERALL MULLION SYSTEM WAS DETERMINED TO BE 12.7 POP N'TH AN ANCHOR CAPACITY OF 630 LBS. ALTERNATIVELY.
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PER
III LOS ).624,GLBS (MAYBE USED TO QUALIFY 0 10 StEEL SCREW$ FROM TABLE 48)
(SO PSF)X RUT —PS F
WE BUILDING SUBSTRATE IS MOWN TO BE CMU ON WE JAMBS AND USS3A CONCRETE HEAURRANDS!LL. THE WNDOWFRAME DEPTH IS 2-W. THEOPENINO REQUIRESA
DESIGN PRESSURE OF �500-55,0 POP.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE, THE ULLION LENGTH 13 3Z.72'+I'-IO5' AND THE OPENING WIDTH IS 36--36�1' 4r, REFERENCING SHEET 26.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USI lZ THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.WB' M) WILL
MEET OR EXCEED THE REQUIR50 DESIGN PRESSURE OF +50.01-55.6 PSF. IF THE TABLE DOES NOT SHOW WE EXACT SIM, USE THE NEXT LARGER SIZEAVAILABLE.
FROM TABLE 3A, SHEET 7. THE VX 2.75- X.373- MULLION (LENGTH 400'. OPENING WIDTH - 801 WETS THE DEPTH REQUIRED. HOWEVERTHE DESIGN PRESSURE IS -1-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 10. THE Z' X 4- X.250' MULLION (LENGTH -.10W. OPENING WIDTH - 801) HAS A DESIGN PRESSURE OF 41-64.7 POP MICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
— �. I -- .1- ---. —, — ....... — 11,1 1 — - — — .1� 1. �.� .111 . �� I Ml THP AnJUATED OPENING WIDTH IS 36'.35-W-74. NOT 73- AS PREVIOUSLY
THE 73- DIMENSION (35-II2'-M-M'-2-.7Y).
FIND THE ANCHOR
THEREFORE SUITABLE. FOR
BECAUSE WE VERTICAL MULL WILL BE A 2'X V X �50' MULLION.
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 3e AND THE OPENING HEIGHT 13 32*4
USED. FROM TABLE 12N SHEET 16, THE 2- X 4- X.25W MULLION (q
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN WIS AF
12D TO FIND THE
EDGED(STANCE
LBS.
ISIS LOS WHICH IS
EXAMPLE WE WILL MATCH THE HORIZONTAL MOVERTICAl. MIJUJONS.ALTERNATIVELY, MOTHER
THIS
FORTME85MIRED
ANCHOR CAPACITY OF 521 LBS,
4) FOR THE U-CUP IN THE HORIZONTAL MULUON To VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 0S. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY 13 1074 LOS MEN USING 3 ANCHORS, MICH IS GREAMA. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. WE
ANCHOR TYPE 13 A 012 STEEL SCREW.
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:
.1-64.7 PSF FROM THE VERTICAL MULLION:
-1-170.0 PSF FROM THE IT HORIZONTAL MULLION ATTACHINGTO CMU:
+).170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO WE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS-] 64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY WE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS. WILL "PLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES T14AT THE BOTH WE MULLION AND THE FENESTRATION PRODUMBE INSTALLED IN
ACCORDANCE NTH THE INSTALLATION SPEDIFICATIONS IWO RESPECTIVE SUBSTRAIIESAND FENESTRATION PRODUCTSTOMULLION.
YYf NO. 68705
it=
cc
ATE R/ F
N
kCRftC
"l,/'S'/0NAl- 01"
x , I
LYhNMIMlt9,IP.E.
Fl. P.E.0 58705
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
rd ON
ell
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICA- MaLION LEADING OF HORIZONTAL MULLION
SIU OF WINDOWS NOT ANCHORED WTH INTERSECTING VI!RTICAL MULLION
m
LOADING OF VERTICAL MULLION LOADING 0 VERTI MULLIONN
PANEL OF HINGED DOOR 19 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EWIPLESOPTRAPEZOIDAUTRIANGULARLOAWNG:
ro-
10141
— - .......... -
I/Al
W
PW p
DING OF (2) HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
HINGED
LOADING OF VERTICAL MULL10N � m
CAGING OF HORIZONTAL MULLION
PW
J
3 OF HORIZONTAL
WLUON
PW
z
LOADING
OF HORIZONTAL
MULLION
NOTES:
RODUCTRBVISED
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
M BE EXTRAPOLATED FROM
AY
THOSE SHOM.
2) IF THE LOADING TYPE CANNOT
LYNN b
BE DETERMINED, USE
......
RECTANGULAR LOADING.
3) SEE PRODUCT& APPROVALFOR
50705
ACTUALANCHOR LOCATIONS,