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� .1 Product Approval
6-va
Profess%, I
U SER: P0,11c User
Regulation
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".duct Ammyol Meru > ProdW or Aool,�,flou search
> Am,licalloo Lis > Application paten
SCANNEI)
MUMT'M'12—
Fl- #
ay
.0-
Application Type
St- Lucie courlty
Code Verson
922M
Application Status
IMEMN
*Approved by DBPR. Approvals by DBPR shall
be reviewed and ratified by the POC
and/or Me C.nnorisew if necessary.
Comments
Archived
product Manufacturer
Address/Phone/Email lonology Drive
Fl- 34275
(941) 486-0100 Ext 22318
druark@pgti 'dustries.com
Authorized Signature lens Rosoveski
jmsawski@pgtindustri�.com
Technical Representative lens Rosowski
Addrese/Phone/Email 1070 Technology Drive
Nolkornis, FIL 34275
(941) 486-0100 Ext 21140
jmsowski@pgtindustri�.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certifficabon Mark or Usting
Certification Agency
Keystone Certifications, Inc.
Validated By
Steven M. Unch, PE
Validation Checkli p ceived
Referenced Standard and Year (of Standard)
AAMAjWDMA/CSA 101/IS2/A 2011
AAMA/WDMA/CSA 101/IS2/A"O 2005
Equivalence of Product Standards
Cer-tified By
2008
2002
2005
t42, 2012
2004
0 .,g& 2002
101—
Flodda Ucensed professional Engineer or Architect
FL143S RIq Foul, Cert of EQUIv AAMA101-2011 To 2008,pd
FL1435 R15 Equiv Cert of Ecumv ASP4 E1996-12 to E1996-(yg�pd
AAMAIWDMAICSA 101/1S21A"O
ANSI/AAMA/WDMA 101/I.S.2/NAFS
AS� E1886
AE7NI E1996
ASVM E283
A� E330
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Florida Building Code Online
Page 2 of 3
Product Approval Method Method I Option A
Date Subrinift,ted 01/08/2015
Date Validated 01/26/2015
Date Pending FBC Approval
Date Approved 01/27/201S
Date Revised 06/11/201S
iummary of Products
�=Model,
FIL #
Number or Nme
Description
1435.1
ISH - 200 (Prey. 4000)
Aluminum Single Hung Window (Sid. Meeting Rail, Inc. Pass-Thru)
Limits of Use
Certification Agency Certificate
Approved for use In HVI No
FL1435 R15 C CAC Certification SH20O.yo
Approved for use outside HVI Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/28/2016
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructors for design pressure, Size
FL1435 R15 11 SH-200 STD on
and anchorage Information. The Pass-Thim version vias not tested for
Verified By: A. Lynn Miller, PE 58705
..ter Infiltration.
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Pmd Eva) SH.200.pd
1 Created by Independent Third Party; No
1435.2 ISM - 200 HD
Aluminum Single Hung Window (with HD Meeting Rail)
Llinnits or Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R15 C CAC Certification ZOOHD.Pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/08/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instrudions for design pressure, size
FL14.15 R 15 11 SH-20Q H D. Do
and anchorage inforTration.
Verified By: A. Lynn Miller, RE. 58705
Created by Independent Third! Re rty; No
Evaluation Reports
�1435 R15 AE Prod Eval SH-200 HD,gd
Created by Independent Third Party: No
'1435.3 Ism - too
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZi No
EL1435 R15 C CAC SH-400 Certficationscil
Approved for use outside HVI Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01121/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for desIgn pressure, size
FL141.5 R 15 11 SH�41)Q,pri
and anchorage Information.
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party; No
Evaluation Reports
FL1435 R15 AE Pro Eval SH-400.pd
Created by Independent Third! Patty: No
1435.4 ISM - 500
WinGuarci Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R15 C CAC SH-500 Certification R14,Mf
Approved for use ouftide HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant; Yes
08/27/2016
Design Pressure: NIA
Installation Instructions
Othen Please see the Installation Insirmctions, for design pressure, size
FL1439 R15 IT SH-500,pol
and anchorage Information.
Venfied By: A. Lynn Miller, PE 58705
Created by Independent Thiml Party: No
Evaluation Reports
FL1435 R15 AE End Eva[ SH-5'0.odf
Created by Independent Third Party; No
1435.5
NInGuard Multistory Aluminum Single Hung Winclov,
Limits of Use
:eirtification Agency Certificate
Approved for use In HVHZ: No
R1435 R15 C CAC 190-427OCAR,rdif
Approved for use outside HVHZ; Yes
FL1435 RIS C CAC 190-428.00AR,N
Impact Resistant: No
Iuality Assurance Contract Expiration Date
Design Pressure: N/A
09107/2015
Other: Please see the Installation Instructions for destgn prm;sure, size
InSttaUaU�m—
and anchorage Information.
Created by Independent Thind! Party: No
�valuaticm Reports
Z435 R15 AE Prod Eval SH.800.nd
Created by Independent Thind! Party: No
1435.6 ISH-2100
Vinyl Single Hung Wjndo.
throuts or us.
Cendfication Agency Certificate
Approved for use In HVHZ: No
FL1435 R15 C CAC Certification 514-2t00.0f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/24/2016
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation InstinucHons for design pressure, size
FL1415 R15 IT SH-2100.0iff
and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Thind Party: No
Evaluation Reports
FL1435 R15 AE Prod Eva[-SH 2100.od
Created by Independent Third! Party: No
1435.7 JSHT2�00_
Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 P 15 C CAC SH-2200 Certincatlons, nor
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Reststint. No
10/21/2015
Design Pressure: N/A
Installation Instinuctions
Other: Please see the Installation Instructions for design pressure, size
R1435 R15 11 SH-2200 NEW.Ddf
and anchorage Information.
Verned! By: A. Lynn Miller, P.E. 56705
Created by Independent Third Party: No
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Florida Building Code Online
Page 3 of 3
Evaluation Reports
FL1415 R15 AE Eno Ey I SH-7200 NEW,dif
Created by Independent ThIm Party: No
1435.8 SH-5,1`00
EmVgYvue 7nyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
R1435 A
Approved for use outside HVHZ: Yes;
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/13/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design pressure, size
FL1435 R15 11 SH-5400'ed
and anchorage Information.
Verified By: A. Lynn Mllle� PE. 58705
Created by Independent Third! Party: No
Evaluation Reports
FL1415 R15 AE Fred Eval SH�5400.mdf
Created by Independent "Thno Party: No
11435.9 ISH-5500
WinGuart! Vinyl Single Hung Window
1 Limits of Use
centificathn. Agency Certificate
I Approved for use In HVHZ: No
I
P-1435 R15 C CAC SH-5500 Certificut.orm,fif
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
10/01/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Me Installation Instructions for design pressure, Sim
FL143S R15 11 SH-5500,D0
and anchorage informadon.
Verified! By: A. Lynn Miller, P.E. 58705
Created by Independent THIrd Party; No
Evaluation Reports
FL1435 R15 AE SH-5500 Prod 1i pdr
Created by Inde2endent THInd Party: No
Contact U :: 1940 North Morme Street, Tallahassee R 32399 Phone, 850-487-1824
The State of Florida Is an AA/EEO employer. Copyriaht 2007-2013 State of Florida, :; Brivocy snatemen :� AcostebTlittv Statement :: Refund Statement
Under Florida law, email addresses am public records. If you do not want your e-mail address roliesed In resimorre to a public-hownds rescuest, do not send electronic
moll to this entity. Instead, contact the office by phone or by tradidonal mail. If you have any questions, please contact 850.487.1395. * Pursuant to Section 455.275
(1), Florida Stations, effective 0doter 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an annall address If Umy have one. The
ennalls provided may be used far fifid.1 co in in upload.. with the licensee. However croon addresses am public recent. If you do not wish to supply a F,vamal address,
nweve proalide the Departmart wIM an e.11 address which .. be ads maillable to the public. To determine It you am a timemsess under Chapter 455, F.S., please
dick home .
Product Approval Accepts:
C A redilifAr&1E
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GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY NTH THE FLORIDA BUILDING
CODE FOR THE DESIGN PRESSURES LISTED.
2) WOOD SUCKS DEPICTED AS IX ARE LESS THAN I -In'
THICK. IX WCOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE WCOD BUCKS
DEPICTED AS 2X ARE 1.112'THICK OR GREATER.
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE
BY OTHERS.
3) SEE TABLE FOR MINIMUM EDGE D ANCEFR
CENTER OF ANCHOR TO SUBSTRATEl";DGE (EXCOLMUDING
FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT
IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. 76"MAX.
TIPI
5) ANCHORS SHALL BE COATED OR CORROSION
RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10
DISSIMILAR MATERIALS SHALL BE PROTECTED AS
REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED
IN FLORIDA BUILDING CODE CHAPTER 20.
6) ADHESIVE SEALANT SHALL. BE USED BETWEEN
SUBSTRATE AND FLANGE OR FIN. OVERALL
SFAUNGIFLASHING STRATEGY FOR WATER RESISTANCIE
OF INSTALLATION S HALL BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE. 2.7 MI CONCRETE AND CONCRETE 3-518"
MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING
COMPLI ES WITH ASW El 300-04.
8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS
ANCHOR ENALUATION. THE 1.6 LOAD DURATION FACTOR
WAS US ED FOR THE EVALUATION OF WOOD SCREWS.
9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE
TABLES. ALWAYS ROUND UP TO THE NEXT LARGER
VALUE
I TABLE11-
53-1/8'MAX. TIPI
-- 52-118" MAX. BUCK —
17-3/4'
MAX
ANCHOR LOCATIONS A SPA
53-1/8" MAX. TIPI
52-118- MAX. BUCK —
MAX
75-
75' TIP-1
MAX.
BUCK
-1�2�MAX
T
FLANGE FR,kME.
EQUAL-LITE SASH STYLE
TABLE
dSIze
PW,dtuh
Sash Style
[Dealg. Pre
Inif 11con
;n catic
De 7F—TeSt
---[ZN:.ba.t.
Options f7
st
I
Re'll'.ris
-- I
W I HeIg
I
kQ
--I
—.99
3-5/W MAX
T
MAX'
0-TIP
-F-
T
10-1/8,
i
MAX
3-518"MAX
FLANGE FRAME
ORIEL SASH STYLE
Ar.h., Type
Substrate
Min. Edge
Dist.
BIT.
Embedment
#12 Si SMS
Wood (Southem Pine)
1112-1-all"
Steel Stud Or 33
wo.
045 (18 GA)
Almlnurn�a:IS
318.
US,
HORMCMU
11 F
NOM FOR M-L METAL SUBSFRMFES, SI BAINDMEW S� BE MIN. 3 11KRENDS
BEYONDRISIDEFACROFNICrERIAL
0 LINAI All -1,
........... ee
N .-'OCENSt
No. 5B705
F
/ON AIL � 0�'
17-3/4"
MAX
7-112* MAX
75"
MAX.
BUCK
7-1/2" MAX
J. ROSOWSKI I 03MGM I I ALUMINUM 61
T.01AWK:29216 - SINGLE HUNG INSTALLATION
Lynn Miller. P.E. I �IH- NITS 1 of 2 303111UR
P.E. fi5B705 1 800 1 1 1
EDGE
DISTANCE
BS
S E6T fS I
EMBEDMENT SHIM E)(TERIOR
EDMENTW/Z
EMBEDMENT ANCHOR 7ST7T6
'U
BELOW
1XVICOD MEETING RAIL —
SHIM SHIM (MUSTBE
FLATHEAD)
ORS
C
EXTERIOR ANCH
ABOVE
7t MEETlNG FLANGE FRAME,
FLANGE FRAME, FLA GE FRAME RAIL (131 JAMS INSTALLATION
HEAD INSTALLATION HEAD INSTALLATION RECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE) JUSING 1 X WOODSTRIP)
SU TRAT
EXTERIOR
ANCHOR
BELOW
MEETING RAIL—
uE
�ERIOR
EXTERIOR, NO
NO ANCHORS
ANCHORS REQUIRED ANCHORS
R REQUIRED ABOVE_ IX SHIM
AN
E�
MEETING WOOD
RAIL FLANGE FRAME,
SHIM SHIM YNN
JAMS INSTALLATION L 4"ll
......... .
ps—INGIXWOODSTRIP)
_,CENSe
IX WOO& ;�\\NNIWI
NO. 58705
It.
0
L
FLANGE FRAME,
ON...
SILL INSTALLATION LORI
(DIRECTLY TO SUBSTRATE)
FLANGE FRRAMF
BILL INSTALLATION J.ROSOWSKIj—"'I&II I `=LUMINUM601j...
(USING 1X WOODSTRIP)
INSTALLATION NOTES,
1) SEE SHEET I FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIRENIENTS.
2) FOR SMOOTH SASH OPERATION, THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS. FOR IOM TECHNOLOGY DRIVE
ALL OTHER ANCHORS, FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMS.FLU275
3) MA)(. SHIM THICKNESS TO BE 1/4'. R.CERT.OFAUIH.:n296 SINGLE HUNG INSTALLATION
4) FLANGE MAYBE REMOVED TO CREATE EQUAL -LEG FRAME- USE FLANGEFRNMEINSTAI-LATION. A. L� Miler. RE NTS 2
P.S. 45670 SH- 0 P 1�.f2 l�� 3031511JR
FloridAlp ilding Code Online
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USER: Peelle User
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Menu > ProductorAvOT1000y Searrh > Application List > Application Detail
St. Lucie
FL
County
Application Type
Code Version I WP
Application Status
-Approved by DBPR. Appnovals by DBPR shall be revie.ed and ratified by the DOC
and/or tre Commission if
necessary.
Comments
A,chlyed
P,oh,ct Manufacturer
AddrEss/Phone/Ennall
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/PhonelErr.fl
Category
Subcategory
Compliance Method
Cenifleation Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Produa Standards
Certified By
Product Approval Method
Data Submitted
Date Validated
Date Pending FBC Approval
Date Approved
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
drua�@pgtindusW�.com
Jens RGSDwskl
Iroso.skiftclitirklustria,com
Jens Rosowskl
1070 T h I I
Noko 41(�
(941) tS , 6-DIOO E�Z Y040 P
jmscwskJ@pgUndustxj
Certification Mark or Listing
Miami -Dade 5CC0 - CER
Miami -Dade BCCO - VAL
Standard
TAS 201, 202, 203
TAS 202
Method I Opton A
03/31/2015
04/07/2015
0411112015
YJERE
1994
1994
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Page 2 of 2
Summary, of Produces
FIL 0
Model_HunbS, or Narne
Description
261A
'or s and Windows
Aluminum/Vinyl Mullions
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
R261 RS C CAC 14-2105.0l.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05126/2016
Design pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notce of Acceptance (NOA) for
FL261 RB 11 14-1105.01.1XI
product performance information, and mullion clip anchorage details.
Verried By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
MW
Contact U :; 1940 North Monnae Street, Tallahassee FL 32399 Phone 850-it(37-1824
The Suite of Florida Is an WEED employer, Copyright 2007-2013 State of Florida. :: Privacy Statemen :: AccessibiNty Statement :: Refurl statemen
Under Florida law, mall addresses am pubic moved. If you do not want your e-mail address released In response to a public-recards request, do not send electronic
mall to this entity. Instead, cantact the office by phone or by traditional mall. If you have any questions, pTcaus cirtact 850.487.1395. 'Pursuant to Section 455.275
(1), Florida Stabads, effebive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dc,pannient with an mall address, if they have one. The
molls provided may be used for official communication Minh the licensee. However email addreaves, am public record. If you do not wish to supply a Personal addross,
please Provide the Department with an email address which can be made available W Me public. To determine if you am a names under Chapter 455, F.S., please
cilck here .
Product Approval Accepts:
C - , Itsa -
I rSA E
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P41AMI-DADE MIAMI-DADE COUNTY, FLORIDA
mom PRODUCT CONTROL SECTION
DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADAUNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE' (NOA) �,mianfldnde.govhcononi
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 material tested for quality assurance put -poses. If this product or material
fails to perform in the accepted marmer, the manufacturer will incur the expense of such testing and the AIIJ
may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miaiiii-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 ffIlUdYWKWi�u-brQVil �ib�jk
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, sealed 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.
NRSSILL IMPACT RATING&Ug3MM��J.-p-_rclg �M�
LABELING: Each unit shall be'ara permanent label Nvi-tff the —imutficturers name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless. otherwise noted
herein.
RE NEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cliange
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 RTISEMENT: The NOA number preceded by the words Mianti-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 the request of the Building Official.
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages EI and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 14-.1105.01
MIAMI-DADE COUNTY
ApprovalDate: Febru—nry-fliOFS�-
Page I
4 k I
PGT Industries, Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted anderpreviorts 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 01/29/15, signed, sealed and by Anthony*Lynn Miller, P. E.
B. TE STS
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 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 Lab" 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.
(Submitted underprevious NOA No. 104819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5" 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 RegulatojX 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 FI1C
5"' E dition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E;
2. Statem6m letter of no financial interest, conformance to and complying with the
FBC-2010, dated 06106/11, 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.
A Gascoh, P. E.
Product Control Section Supervisor
NOANo.14-1105.01
ExpirationDate: MayM,M16
Approval Date: Febroary12,2015
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: E VIDENCE SUBMITTED
F. STATE, ME, NTS (CONTMUED)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E.
(Submitted widerprevious NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. kTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
(Subinitted anderprevious NOA No. 11-092ZOI)
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.
(Subihifted underprevious NOA No. 11-0922. 01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their 'T GT
Series Aluminum Clipped Mullion — L.M.T.", approved on 11/31/13 and expiring on
05/26/16.
Jainie D. Gascon,P. E.
Product Control Section Supervisor
NOA No. 14-1105.01
ExpirationDate: May26,2016
Approval Date: February 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES,
NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACHSITUATION IS UNIQUE AND SHOULD BE
EVALUATED BYRN EXPERIENCED INSTALLER FOR THE BEST INSTALLAVON METHOD. OPTIONAL IXOR 2XWOOD BUCKS IF USED. I GENERALNOTES.
MUST SEMCHOREDPROPERUYTOTRANSFER LOADSANDARIETO BETTESIGNED BYOTHERS. INSTRUCTIONS_-_-- ; I
FIGURE Ii
MULTIRUE FOP2NINGMTH FORVERTIMMIJU ARCICITOME 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
MULLIONS INSCRIBED INUGME HAVE BEEN TESTED AS 'FRiIE-FUDATIJNW AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHAU.
SEEGEMS RECTAN NOT RAVE A GAP OF MORE THAN 114' FROM WE CUP.
ADG,H; SHAPE
SVOITS2a
SEII DETAIS
ATHRUO;
SHEETS 24
OPEN
JUL
PC
GTH
HOG
ME01T LO, U
SNEET3
"NESTRATON
P=UCTSMY
MUSS
MANUFACTUR.,
GYPGT.
L T
/�%EDIET
H MULL
LENGTH HORIZONY&
KIM
LONGTH
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 413 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS LrED FOR THE EVALUATION OF WOOD SCREW$.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THESE
INSTRUCTIONS.
5) E THE COMBINED WIDTH OR HEIGHT OF OMLYTWO ADJACEtIT FENMTRATION FRODUCTSTO DETERMINE PREiSSURESMD
ANCHORAGE FOR WE COMMON MUWON, SEE MMPUSS ON THIS SHOETANDSHEET 24. FOR MULTIPLE UNITS. CONSIDER
ONLY TWO ADJACENTUNITSATA TIME WHEN USING THE DESIGN PRESSUREANOANCHORMSETABLES. WE LOWEST DESIGN
PRESSURE OFMULTPUEMUU.IONSOR FENESTRATIONPRODUCTSSKM.LAPPLY.
ING
GHT B)WHEN FINDING YOUR SIZE IN WE MULLION TABLES. ALWAYS ROUND UPTO THE NEXT SIM SHOWN ON THETABLE(S).
MAIL
IL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHAUL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCHS BYOTHERS MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAUL BE CONTED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL. BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE- MST REPORTS: FIL-6443; ELCO ULTRACON/AGGRE-GATOR NOjVS; ANSVARIPA NDS FOR WOOD CONSTRUCTION;
ADM -ALUMINUM DESIGN MANUAL
9) MULLIONS AND CUM HAVE BEEN DESIGN ED & TESTED TO COMPLY WITH THE REQUIREMENTS OF WE FLORIDA BUILDING
GOOF AMD ARIEAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ME ONLYTO BE USEDWrrN
PGT-APPROVIID FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS.
10) MULLIONSARE IN COMPLIANCE FOR USE IN THEHV,JZ.
11) QUANTITYOF UNITS WTHIN A MULTIME MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING
WIDTIANEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
INSTRUCTIONS:
1) DETERMINE WE DESIGN PRESSURE REQUIREMENT fm�) FOR WE OPENING USING WE ASC�7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
MULL TO III & MASONRY . . ....... 2
INSTALLATION NOTES_____. 2
MIJULTOM)SONRY -- - - - ---------- 3
MUUTOSTERSTUD --------- - - 3
MULL TO MUU_._ ....... ...... . . 3
ANCHORSPEC& ... . ......... . .......... 3
AL7ERNATATE CUPS.
MY MULL INSTAJLLATiZ--- 4
A X 2 X.125 MULL SPECS . ........ . . . 5
I X 2 X.375 MULL SPECS _6
I X 2.76 X.375 MULL SPECS 7
1 X 2.75 X M MULL SPECS. ....... . 8
I X 3.125 X.90 MULL SPECS.....9
I X 4 X.125 MULL SPECS_.__..ID
X x 375 TUBE MULL SPECS_ 11
x 44 X:375 � MULL SPECS 11
1.25 X 3.1119 X.I.M MULL SPECS 12
1 .26 X 3.25 X.100 MULL SPECS .... 13
, MX3.ISX.624MUU.SPECR_._U
1.25 X 3.911 X.GM MULL SPECS_._I5
2 X 4 X.25 MULL SPE� ... . ....... ... 18
2 X 6 X.W MUILL SPECS .. . .......... 17
126 X 2.11 XAM MULL SKCS 18
35. x 325 my MULL SPECS__ 19
W X 3.25 My MUU_ SPEM M
ADOMONAL MMPUES OF MUU_ CONFIGURATIONS: 3) REFER TO SHEIET 25 TO DETERMIN E IF THE WIND LOADING IS 'RECTANGUI-AR' OR 'TRIANGUILk"RA'PEZOIDAV.
MULL G I—HORIL MULL LENGTH N MULLION'S MULLION CAPACITY LBSfFT9 FROM TABLES 1A THROUGH 1 M, ON SHEETS 6 THROUGH 20 RESPECTIVELY. USING
WE MULLION TYPE, LENGTH AND OPENIN G WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
UUNGTH MULLION CAPACITY(UBS") OBTAINED SHALL MEET OR EXCIMIDTHE DESIGN PRESSURE REQUIREMENT (LBSM FORTHE OPENING OBTAINED IN
STEP 1).
HEIGHT \1
FOR 6) FROM THE SAME TABLE USED IN STEP 4) ADOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED "s). THIS VALUE
OPENING LL HCRIZ. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUST BE MET TOATTAIN THE FUUL MULLION CAPACITY.
HECHT MULL
LENGTH 6) FROM THE ANCHOR CARACTTY"S) TABLE ON THE SAME SHEETAND USING YOUR ACTJALSUBSTRATE CONDITION (MULTIPLE
L ANCHORISUBSTRAT�ANCHOR-CLIP PATTERN MAY APPLY) SELECTAN ANCHOR CLIP PATTERN ANDVERIFY THAT WE REQUIRED ANCHOR
CAPACITY IS MET.
ziznnwT-,i
SIN( UE MULLION SINGLEW FmM=vGmW`MmHlI T)IF�MUUMNWAUTY(LBSFMOBTANMIN�ETA�ISHIG�R��EDUIGNPREWU��QUIRM�TILB� FORTHE
CPEN2NG,,AGm OPENING, YOU MAYUSE WE -ANCHOR CAPACITYADJUSTMENT FORMU� TO OBTAIN THE LOWER ANCHOR CApWCrTy REQUIRED. WITH THIS
FC, �CRTIMMGJLL VALUE A LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHESAME SUBSTRATE
MULTIPLE MULLIONS
FRDMFIGIIRE I ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING(LIBSIFT-) FOR THE FENESTRATION PRODUOTTO BE USEDAND COMPAREWITH WE FINAL MULLION
�ACINCLBWMCBTAINM�RT�MUWCNSYSTEPA.�ELOWMOFMEMOS�"PLYFOR�E���fA�DFENMTMT[OR
PRODUCI'ASSDAMY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPAICATION MEN USING THIS NOATOAPPLY FORAPERMIT.
A," I
: : N0- 58705
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
0lFSN `�LL 100
C'� .1.11 lZm
NSTALLEDBV FORWOK
SCREWS
A
4
4
4
EXTER11 R .4
DETAIL B:
MULLION ATTACHED TO IX
WOOD BOOK AND MASONRY
(STANDARD CLIP SHOWN)
21Z)FORHOUE
4
LOCATIONS
EXTERIOR
MCHORS
IN
ULUM
BUCKSTRIP
Ima
ATT�T
TW.MMOR
SUBSTRATE
SEE SEE TABLES IB-163
8YOT"ERS.
4�PER
E 1.
MW 22
EDGE
CONCRETE
SEESEET�
EDGE DISTANCE
10-16B
FORMS00IRY
mcI.SS
SIDE \REW
TAND.D0
CITSET ML
G� My"S
INUM-LED BY
4
TV.ANCMR
1,08,
11
IMP,
TV.
SSE
SEE TABLES MISS TAGI-Es 1B.Im
InDtSUBSTRATE,
SEE TABLES 19 168 EOWM�D
eumsm1p
DISTMICE
S S , EE TABLES
Mtm
MD
ATTACIiNeNT
em. ED=.
ESS ENT
AND
BY07HERS.
EM.Mm NT SEEND�El.
ATTACMENT
SHGET 1.
'y ME t
N
T
SEE NO R
SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTEE,.
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONOWALL DREWING OR STUCCO.
......
2) QUANTITYOF MCHORSAND MULUON SIM SHOWN ABOVE ME FOR PICTORIAL REIRRE5ENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLYON THE ANCHORTO ANCHOR DISTANCE, THE
CORRECT QUANTTTY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILSAM, EIMER ME STANDARD OR INTERIORCLIP MAYBE USED.
z ND. 58705
3) ANCHOR HEAD TYPE MY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ME OPTIONAL SEE DETAIL Q SHEET 3.
B
5) FOR �ONRY"PUCXTIONS IN MIAM�ADE COUNTY, USE ONLY MIAMI-DADE COUNTY"�
�lon
EUDOULTRACONOR ELCO IMS.S.AGGREGATORMASONRYANCHORS.
FLP. .958706
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
WSW m6F =
D-
0 FSET IIILL
L
Cl-w Mym
I�Auw B�
THM
EXTERIOR
EDGE DWANCE
I
MkKHER
SEET�S
FRONTVIEW SIDEVIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
2) QUANTITY OFAMMORS AND MULUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE
CORRECT QUANTIWAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TOTHE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILSA-D. EITHER THE STANDARD OR WTEMOR UP MY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD. "MUD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAI.. SEE DETAIL C, SHEET I
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPACIVED
ELCO ULTRACON OR ELOO 1/4' S.S. AGGRI�GATOR MASONRYANCI�IOR&
FRONTVIEW Q
EXTERIOR
DETAIL E:
.11, WIN.
MULLION TO MULLION
INTERSECTION
(U-Cup)
VN �ES
TOP VIEW
Z.E=0"
U.TP
FRONTVIEW
NOTES:
1) MY BE INSTALLED IN �' OR
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN)ORVERTIOAUY.
3) SEE U CLIP DRAWINGS. SHEETS 21 -23
FOR CORRESPONDING MULLION. 94-1,
EXTERIOR
"�ESH�Ts 21 M FOR
T F :
,AN.E
UE.m
la"31,
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
7-�
NOTES,
1) FOR 2X WOOD -BACKED STEELSTUDS. WOOD
ANCHOR VALUESMYEIE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 6,ZD, FOR QUANTITY OF SCREWS.
SIDE ViEW
N..
DETAIL F;
FIELD -MODIFIED MULLION CLIP
(F-CUP)
SESDETALSA�.
SHEETS 2 AND 3FCHtINSTAAAWN
TOSPECIFICSUESTFWTE�
SIDE VIEW
SHOMWRTI V X4'X.12&
C2
EXTERIOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL 18 NOTAPPLICABLE FOR THE BAY OR 1.2VXZil' XJ� MILLION.
2) SEE TABLES 1B13B MR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE M CLIP IS NOT SUITABLE FOR 'THIS APPUCATION.
. DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
NOTES FOR INSTALLATION OPTION G & H:
I) USE 2 MOLE CLIPS PER MULLION �D. CLIPS MUST BE INSMTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 16-14B FOR MCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS-
3) DETAIL H: SEE TABLES 15B OR ISE FOR ANCHOR DUMMIES AND SHEET 22 FOR HOLE
LOCATIONS.
: . NO. 58705 � *
A.
Mulffon Casaalty Table insill)
Oponln g Ndth (far wdlwl Vspanniq
m&ons) or Open Ing Helph
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w
qOTE:FORTHECFFSET CLIP, USETHE SAME ANCHOR PATTERN AND ANUI-IORVALUEZ AS
FIGURE 1: FIGURE
FIGURE&
ANGLE CLIP MUST BE USED IN PAIR&
FIGURE 4'. FIGURES: FIGURE 6:
m
FORMULATO
CAPACITY MICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABM
-LE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHIEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
1.0ow
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
�LEIF-lw
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E)(ACT DIMENSIONS, SEE SHEETS 21-a
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21�23.
2.000'
FIGURES SHOW BUGG ESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. MLLOW AND GROUT-FILUED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �90. MOD SHALL. BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BEM�TSAND BEA MINNUM OFJ�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33ANDA45- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1- X rX.12V MULLION
LEAST.12V THICK AND ASS. ALLANCHORS IN70 MET&SHAU. MENDAT LEAST 3 SCREWTHREADS BEYOND
THE MATERIAL. 010 & #12 ANCHORS INTOWOOD MAYBE STEEL, IM S.S. OR410 S.S.
TARI F 9A
Mutton Capacity Table Sb,W)
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20 m
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>
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'o
IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
125 X 3.94 X.624 MULL SPEGS
6300IR �=16:=5-25
NIA I —NIA 25
J ROSOWSKI
08129111
'Sn
..... .
MSOWSKI I"'�, 14PEW MULLS TO SHEE -rsET
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'EARLE 14A
Mellon Capacity Table (fluafff)
OpenIngKdIh(Iomdw"NASgmS2Ns)o
penIugHeIght(rorlvdz4r1Npsp Owliva)
Sol,
TOM
WI,
ROM
ION,
IN
101,
INS,
U"
`OeATI�
W"
.�� a. I
ftprrav
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TQTMSS
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R=�
TwIT0.
I.Seff,
x.1215!mum
Tube mull
H
11
1
JI
11111
a
11
11
1
H
11
11
H
s
111
42W
101
WS
181.0
1 IN
1212
ON
Ift9
419
1030
ON
11389
414
911
ON
INS
4111
SOI
We
INI
411
MI
WS
it.1
4
611
IN 8
40
VOSO
=
SIR
IN
947
I
NO
RRO
IN
WA
NO
W4
ISO
1 SIA
317
NRY
QS
IS 1
315
IRS
403
78A
314
OR
IN
IRS
314
111
_2!0
4
=2
NO
Me
RUSSO,
.3
WA
20
eii
NO
'"
M
See
22
71.2
NO
362
jV.2
See
Q7
IN
SIS
IN
41.2
IN
BIG
20
MI.
SOR
05
ON
N-4
X2
NO
III
NT
IN
.6
ON
64h
NO
318
14.1
ON
SO'
'1'
NO
"'
Ne
..
NT
Ne
4
3SS
GIS
IN
37.7
318
Set
NO
NO
WS
IRS
NO
N3
315
49,1
248
24.2
315
49.1
Ne
212
316
49.1
248
416
20
SKI
219
4I�
f�l
-21M
-1
QT
2H)
SOO
2%
37.2
NO
WS
NO
20
349
IN
24.7
=8
MA
2.
IRS
NO
312
N1
Z
IN
-2
201
IRS
NO
NO
IS
ON
NO
.1
234
Z.
I.
ON
SO,
NO
Ne
IN
347
ISO
=7
III
SIR
ISO
IST
IS,
IN
294
IN
21.4
2N
ISO
IN
ITA
=4
JU
'U
NI
OSS
IN
111
IRS
IS
1.3
ON,
7.
213
31.
IN
31. 0
213
N '
20!
213
.8
IS
IRS
2%3
Ve
173
Ne
Ne
43
-
WT
-TW-
SIR
167
IRS
213
UO
IN
110
20
. 0
IN
MIR
_L
296
In
XI
I%
IS 9
In
21
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W
MA
I N
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_!_
149
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1.
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147
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1'.
_L_
11
-7
&7
M
lel�
241
101
111
IQ
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i6l
21.:
IN
VA
181
Ike
IN
ISO
161
17.0
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t�
Mh
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1.
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IN
It,
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.
_IN
Table US
3,00SIII
IA
.t.
%116paclty
3� i7
atu
I �Iweed
Ado
AnchorClIpPallems
ISIVEk.1
UPSIM
WWEkoOnamn
114-EkOMMM
AuQu..
VSSISI�P!S
1 .12s"'i
Ezzed
I-
I
1
3.11
T
I tw
MM4
7.�N
ONISS
OROIDS
I INSIS
I MRS
I "RM
I
MR,
I M
I ON=
IN
TABLE NOTES,
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR 0 EN ERM. INSTALLATION METHOD&
2) UNENR INTERPOLATION BETWEEN MULL LENGTHS MDIOR OPESIING WIDTHS IS ALLOWABLE.
FIGUREI:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO BMW. FOR EXACT DIMENSIONS. SEE SHEETS 21ZI.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOW14 ON SHEETS 21�3.
FIGURES SHOW SUGGES�, APPROXIMATE HOUR LOCATICN&
ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATEB: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -RUED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE-TREATIED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6OWTS AND BE A MINIMUM OF.1 2y
THICK. STEEL STUDS TO BE A MINIMUM GRADE W AND.045' THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT
UEAST.12Y THICK AND AX ALL ANCHORS INTO METAL SKILL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 910 & 012 ANCHORS INTO WOOD MAY BE SWEL, 18 8 S.S. OR 410 B.S.
THE
THE
3w
.: NO.
9�
0
F El
WT.
flo
z
owoo z a
:� - � , 4 Z� =! 0
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- .
. 2 '
2.000
GW3`TGALUM.
X,SECTLON
CUTHERETO
_CRENTE�P.SE
M(NL � r DETMLF.SHSCT4
.376-
MIN.
STANDARDCUP
6000-76ALLOoL
TOPVIEW
375'
IN.
OFFSET CUP
60GaT6 ALUM-
TOF�
2.125-
IU-CLIF
6063-TO ALUM,
X-SECTION
.74T
S --i
MIN.
A I U-CLIP
G�TSAUJK
TOMEW
Z --t--
CENTER OF ANCHOR
H r
OLE MUST ULE
WTTWNIHEOASHED
BOUNOARY.SEE
SHEETS�17FORTHE
AMCHCRO.0
DMI aXMUM
ANCHOR HOLE
DMEtMkANCHOR
CIAMETER.VIV.
TABLE 2
T-X2.7VXXSWMULUON
IIW�TSALUM.
2MANO'ECUP
606�11SALUM
2.C)W
X�SEMION
-L
F.12S'
I ..........
.375- MIN. —I l-
-= ------ MANGLECLIP
fi 1-7 ------------------------- 6063.T6ALUK
Z-ENTOROF ANCHOR HOLE MUST LIEWITHIN THE
DASHSDWUNDARY.SEESHMS�l7FCRBHE
MCHOROUC.DISTANCE.�MUMMOHOR
HOLE DIAMETER�ANCHOR DIAMETER - 111W.
Mull Dimension (shoot 0)
POT Pail #
Mullion
Bad. Clip
OffsetCllp
U-Clip
AnDW CUP
V XT X,12W (5)
66605
680113M
6681116M
666243M
SGI3511M
V X2- X.37Y (6)
66M
666114M
6681119M
666244M
666512M
• X 2.7&' X.376' (7)
66607
666115M
6681120M
66B245M
M666112IM666246M
606613M
• X2.75' X.657' (6)
S56DS
668116M
6WS14M
• X 3.126' X.5DIr (9)
66637M
6681116M
W61114M
:1
66MG242M
666515M
1.26P X 3. lW' X.M'(1 2)
66641M
6681117M
6661113M
666241M
W
666516M
1.26'X2.11'X.12W(18)
69370
WA
NIA
MIA
6W7M
MOTU:
I)HO�TOBEDRLLMINMEFIRDFMLMINGDNENSIONALR�TRIM�NSG�MTHMSKEEr.
2) SEE SHEUS 6-20 FOR SUGGESTED. APPROMMATE HOLE LOCATIONS & ANCHOR 0-11 DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION MIETHODS,
TABLE A
Dimension
Value (in)
ForMulllam
A
1.1125
Alumnum
Tube Mullon
a
2*654
*
*
TA
0-895
0.740
1 - X2"X.375-
Aleanimun
Tutus Malian
B
—2404
C
&-,—
35
D
490
1.875
1- XZ75— X
1.375AImInu
I TWO MUIRon
I
8
3.000
D
1.118
E
1 .450 Min.
A
la312
1- X2.75'X
AW
Aluminum
Tube Mullion
B
3.000
c
0.476
D
6,—&3-8
A
2.000
V X3.126' X
.500- Alum
Tuba Mull
B
2.07
C
0.803
D
1.137
A
2.825
1.25 'X3.18r
X.265- Akin
Tube Mull
8
—F
262
C
D
1.762
A
1.613
11.26- X2.11'
.121-Alum
Tub. Mull
Ne. 56705
FL PXX 58705
Ir ------- - - — — — — — —
I A4 A.I� I 1� ..u'.
MULLJON MULLION
G(XSGLT6 ALUM. 6063-TOAU.M.
X-SEDTION X-SECT104
MW -
1.25'X31VXS24� l.2YX3.N'XS24'
AIULUON MULLION
60D�TSALUM. 6005-TSALUM.
X-SECITON X�ECTION
--1 1.000. �-
a
-.low
lea
ivw ��T
l.25'X32WX.IW
MULLION
GODSTSAU.M.
X-SECTION
WBAYMMUON
603-MALUM.
X�SECTION
AACHORO.C.DISM
HOUEOMETERANt
T 3 375
7"
COlTEROF
ANCHOR HC
LIST
ME DASHEI
BOUNDARY
1 E@W�;'
376'
-T
OFFSET CLIP
6063�MALUM.
TOMEW
21 F�
--j tocar I-
STANDARDCLIP
ANCHORHOMMUSTLE 600STEALUM.
ZI'M"' mm. BASIN E D 0 0 U N DARY. S ISE TOMEN
SHEETS 620 FOR THE ANCHOR D.C.
701STATIMMMMUMANCHORHOUE
.METER: ANCHOR DIAMETER - HIT.
MIN.
41'
ULUON
ALUM
.12Y 45'
5-DAYMULLION &260'
�TSALUM
X-SECTION
I � --I
.2W .226'J
NOTES,
i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSISEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXNATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAl. INSTALLATION METHODS.
STAND�RD CUP
2.62Y 2.000- 6083-16ALUM.
X�ECTION
.12F
126
1-1113117 5.500.
.17-MULLION c
6063_76AUUM. 3.125- CUTTIM F
375' REATEF�GUP.SEE
X-SECTION MIN. DETAILF.SHEET4
-1.740-
6063.TSAUUM.
XSECTION
D
MMQMuM I
ISTANCE 1
ANDKORHOLE
DIAMEMft
A CHOR L
U.CLIP
606SPIALUM.
TOPVIEW
TANI pp. TAFF P r. MITT
2.000' MS ANGUS CLIP
SNOTGALUM.
L.T.-MUECTION
R DimenVan VQIUO On) F.'M.Illini: Djamnson Value on) PorMulearn
F TWW---7 V 4 IF UP 70w-
a 1.000 .12Y G o" XA24'
H Zm AI.I. H IA38 Alaninum
11 -wm— Tun, M0110 —1 --372W— TLbaMVTon
F 91-87 I'X�X F 2.= 1.2VX3.W
G 0.757
H RM_ Alualume H I Aluantami
I - �-m— Tuana-r 1 3250 Rua MdI.A
F Z250 1.�X3.25` F 2A13 306 Bay Mull
0 a -6--
760 XAW F 2375 4V Bay Mul
H 1.601, muninum
I
I a250 Tube MuKa,
mull=;e.. POII
I Mullion Bid. Clip nineteen UZIP Angle CUP
rXeX.1wave 6m4 Saamm spalimt �lm W518M
I'X4'X.375'(Il) 60110 M112M M112W eM4W 6665M
I-XVX.3M�Ol) 6M3 W112M M112W 666241M GGS519M
I.WX12YX.l0TOM 2010 MIlM MUM 68024101A 6665115M
I.WX3.WX.62�(14) 20WI 666112814 Mf126M 6032411M SWIM
I.2�X3.N'X.62Val5) MI62 M1117M W112M 6W41M M517M
MDW..(Io) 61449 NIA WA WA SmIlm
4SIDege.a2a) SOLID IVA WA WA emillm
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
376'
-T
OFFSET CLIP
6063�MALUM.
TOMEW
21 F�
--j tocar I-
STANDARDCLIP
ANCHORHOMMUSTLE 600STEALUM.
ZI'M"' mm. BASIN E D 0 0 U N DARY. S ISE TOMEN
SHEETS 620 FOR THE ANCHOR D.C.
701STATIMMMMUMANCHORHOUE
.METER: ANCHOR DIAMETER - HIT.
MIN.
41'
ULUON
ALUM
.12Y 45'
5-DAYMULLION &260'
�TSALUM
X-SECTION
I � --I
.2W .226'J
NOTES,
i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSISEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXNATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAl. INSTALLATION METHODS.
STAND�RD CUP
2.62Y 2.000- 6083-16ALUM.
X�ECTION
.12F
126
1-1113117 5.500.
.17-MULLION c
6063_76AUUM. 3.125- CUTTIM F
375' REATEF�GUP.SEE
X-SECTION MIN. DETAILF.SHEET4
-1.740-
6063.TSAUUM.
XSECTION
D
MMQMuM I
ISTANCE 1
ANDKORHOLE
DIAMEMft
A CHOR L
U.CLIP
606SPIALUM.
TOPVIEW
TANI pp. TAFF P r. MITT
2.000' MS ANGUS CLIP
SNOTGALUM.
L.T.-MUECTION
R DimenVan VQIUO On) F.'M.Illini: Djamnson Value on) PorMulearn
F TWW---7 V 4 IF UP 70w-
a 1.000 .12Y G o" XA24'
H Zm AI.I. H IA38 Alaninum
11 -wm— Tun, M0110 —1 --372W— TLbaMVTon
F 91-87 I'X�X F 2.= 1.2VX3.W
G 0.757
H RM_ Alualume H I Aluantami
I - �-m— Tuana-r 1 3250 Rua MdI.A
F Z250 1.�X3.25` F 2A13 306 Bay Mull
0 a -6--
760 XAW F 2375 4V Bay Mul
H 1.601, muninum
I
I a250 Tube MuKa,
mull=;e.. POII
I Mullion Bid. Clip nineteen UZIP Angle CUP
rXeX.1wave 6m4 Saamm spalimt �lm W518M
I'X4'X.375'(Il) 60110 M112M M112W eM4W 6665M
I-XVX.3M�Ol) 6M3 W112M M112W 666241M GGS519M
I.WX12YX.l0TOM 2010 MIlM MUM 68024101A 6665115M
I.WX3.WX.62�(14) 20WI 666112814 Mf126M 6032411M SWIM
I.2�X3.N'X.62Val5) MI62 M1117M W112M 6W41M M517M
MDW..(Io) 61449 NIA WA WA SmIlm
4SIDege.a2a) SOLID IVA WA WA emillm
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
STANDARDCLIP
ANCHORHOMMUSTLE 600STEALUM.
ZI'M"' mm. BASIN E D 0 0 U N DARY. S ISE TOMEN
SHEETS 620 FOR THE ANCHOR D.C.
701STATIMMMMUMANCHORHOUE
.METER: ANCHOR DIAMETER - HIT.
MIN.
41'
ULUON
ALUM
.12Y 45'
5-DAYMULLION &260'
�TSALUM
X-SECTION
I � --I
.2W .226'J
NOTES,
i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSISEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXNATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAl. INSTALLATION METHODS.
STAND�RD CUP
2.62Y 2.000- 6083-16ALUM.
X�ECTION
.12F
126
1-1113117 5.500.
.17-MULLION c
6063_76AUUM. 3.125- CUTTIM F
375' REATEF�GUP.SEE
X-SECTION MIN. DETAILF.SHEET4
-1.740-
6063.TSAUUM.
XSECTION
D
MMQMuM I
ISTANCE 1
ANDKORHOLE
DIAMEMft
A CHOR L
U.CLIP
606SPIALUM.
TOPVIEW
TANI pp. TAFF P r. MITT
2.000' MS ANGUS CLIP
SNOTGALUM.
L.T.-MUECTION
R DimenVan VQIUO On) F.'M.Illini: Djamnson Value on) PorMulearn
F TWW---7 V 4 IF UP 70w-
a 1.000 .12Y G o" XA24'
H Zm AI.I. H IA38 Alaninum
11 -wm— Tun, M0110 —1 --372W— TLbaMVTon
F 91-87 I'X�X F 2.= 1.2VX3.W
G 0.757
H RM_ Alualume H I Aluantami
I - �-m— Tuana-r 1 3250 Rua MdI.A
F Z250 1.�X3.25` F 2A13 306 Bay Mull
0 a -6--
760 XAW F 2375 4V Bay Mul
H 1.601, muninum
I
I a250 Tube MuKa,
mull=;e.. POII
I Mullion Bid. Clip nineteen UZIP Angle CUP
rXeX.1wave 6m4 Saamm spalimt �lm W518M
I'X4'X.375'(Il) 60110 M112M M112W eM4W 6665M
I-XVX.3M�Ol) 6M3 W112M M112W 666241M GGS519M
I.WX12YX.l0TOM 2010 MIlM MUM 68024101A 6665115M
I.WX3.WX.62�(14) 20WI 666112814 Mf126M 6032411M SWIM
I.2�X3.N'X.62Val5) MI62 M1117M W112M 6W41M M517M
MDW..(Io) 61449 NIA WA WA SmIlm
4SIDege.a2a) SOLID IVA WA WA emillm
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
MIN.
41'
ULUON
ALUM
.12Y 45'
5-DAYMULLION &260'
�TSALUM
X-SECTION
I � --I
.2W .226'J
NOTES,
i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSISEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXNATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAl. INSTALLATION METHODS.
STAND�RD CUP
2.62Y 2.000- 6083-16ALUM.
X�ECTION
.12F
126
1-1113117 5.500.
.17-MULLION c
6063_76AUUM. 3.125- CUTTIM F
375' REATEF�GUP.SEE
X-SECTION MIN. DETAILF.SHEET4
-1.740-
6063.TSAUUM.
XSECTION
D
MMQMuM I
ISTANCE 1
ANDKORHOLE
DIAMEMft
A CHOR L
U.CLIP
606SPIALUM.
TOPVIEW
TANI pp. TAFF P r. MITT
2.000' MS ANGUS CLIP
SNOTGALUM.
L.T.-MUECTION
R DimenVan VQIUO On) F.'M.Illini: Djamnson Value on) PorMulearn
F TWW---7 V 4 IF UP 70w-
a 1.000 .12Y G o" XA24'
H Zm AI.I. H IA38 Alaninum
11 -wm— Tun, M0110 —1 --372W— TLbaMVTon
F 91-87 I'X�X F 2.= 1.2VX3.W
G 0.757
H RM_ Alualume H I Aluantami
I - �-m— Tuana-r 1 3250 Rua MdI.A
F Z250 1.�X3.25` F 2A13 306 Bay Mull
0 a -6--
760 XAW F 2375 4V Bay Mul
H 1.601, muninum
I
I a250 Tube MuKa,
mull=;e.. POII
I Mullion Bid. Clip nineteen UZIP Angle CUP
rXeX.1wave 6m4 Saamm spalimt �lm W518M
I'X4'X.375'(Il) 60110 M112M M112W eM4W 6665M
I-XVX.3M�Ol) 6M3 W112M M112W 666241M GGS519M
I.WX12YX.l0TOM 2010 MIlM MUM 68024101A 6665115M
I.WX3.WX.62�(14) 20WI 666112814 Mf126M 6032411M SWIM
I.2�X3.N'X.62Val5) MI62 M1117M W112M 6W41M M517M
MDW..(Io) 61449 NIA WA WA SmIlm
4SIDege.a2a) SOLID IVA WA WA emillm
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
I � --I
.2W .226'J
NOTES,
i) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSISEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXNATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAl. INSTALLATION METHODS.
STAND�RD CUP
2.62Y 2.000- 6083-16ALUM.
X�ECTION
.12F
126
1-1113117 5.500.
.17-MULLION c
6063_76AUUM. 3.125- CUTTIM F
375' REATEF�GUP.SEE
X-SECTION MIN. DETAILF.SHEET4
-1.740-
6063.TSAUUM.
XSECTION
D
MMQMuM I
ISTANCE 1
ANDKORHOLE
DIAMEMft
A CHOR L
U.CLIP
606SPIALUM.
TOPVIEW
TANI pp. TAFF P r. MITT
2.000' MS ANGUS CLIP
SNOTGALUM.
L.T.-MUECTION
R DimenVan VQIUO On) F.'M.Illini: Djamnson Value on) PorMulearn
F TWW---7 V 4 IF UP 70w-
a 1.000 .12Y G o" XA24'
H Zm AI.I. H IA38 Alaninum
11 -wm— Tun, M0110 —1 --372W— TLbaMVTon
F 91-87 I'X�X F 2.= 1.2VX3.W
G 0.757
H RM_ Alualume H I Aluantami
I - �-m— Tuana-r 1 3250 Rua MdI.A
F Z250 1.�X3.25` F 2A13 306 Bay Mull
0 a -6--
760 XAW F 2375 4V Bay Mul
H 1.601, muninum
I
I a250 Tube MuKa,
mull=;e.. POII
I Mullion Bid. Clip nineteen UZIP Angle CUP
rXeX.1wave 6m4 Saamm spalimt �lm W518M
I'X4'X.375'(Il) 60110 M112M M112W eM4W 6665M
I-XVX.3M�Ol) 6M3 W112M M112W 666241M GGS519M
I.WX12YX.l0TOM 2010 MIlM MUM 68024101A 6665115M
I.WX3.WX.62�(14) 20WI 666112814 Mf126M 6032411M SWIM
I.2�X3.N'X.62Val5) MI62 M1117M W112M 6W41M M517M
MDW..(Io) 61449 NIA WA WA SmIlm
4SIDege.a2a) SOLID IVA WA WA emillm
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
I L7WR 41,
N.. 511705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
A. LYNNIMILLEA. P.E.
FL P.E.# 58705
YARI 9 R
Mul Dimension
�shoetft)
PGTPartg
I LDn
�u "
!6!6!0201'LM
Q
U41i
I Angle Clip
Z' X4' X.25' (15)1
0_
666 , i
i __
7027"M
—
r6WIIM
r XV X.2Y (17)1
66604 1 650262M
I 666272M
I 6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIM ENSIONAL RESTRICTIONS GINEN ON THIS SHEET.
2) SEE SHEETS 520 FOR SUGGESTED, APPROXIMATE
HOLIELOCATIONS,
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
�-2.00)'--j
2'X4'X.27
MILLION
60(!�TOAUUK
X4ECTiON
2'XWX.2Y
MULLION
606�n@ ALUM.
X-SECTION
.375' —
mw.
q_
STMOMD CUP
806�IMAUUM
2 X�SECTION
I F' 12W
_L6904�
CUT�EW
CREATEF�CUA.
-SEE MAIL F.
BEET4 I
j37S
FMIN
Ir -------- --- --
--------
3A�
-----------
___-I_
'L_ ATAmn.�
f
Z_ CMTEROF ANCHOR HOUE MUST LIE 80!1�76AUUM.
WITHINTHEUNSHEDBOUNDARY.SEE TOMEW
SHEETS5,20FORTI-MANCHORO.C.
DISTANCE MAXMUMANCIHORHCUI
DIAMETii' MOHOR DIAMETER 1116'.
I
5.6w
11"EREI
.171T 3.00. C.T.."' MIS-
SEEIDUALF.
��17.T4 FMIN.
q.—
---
--- --
--------
L.
4.6811'
I —
STANDA1113CUP
600mAUUM.
TOPMEW
U.CUP --1 .125' Me ANGLE CUP
BM376AWM B�TIIAUUM
2A2Y SO 2,000' X�SECTIOH
.12V 125'
x" RON
�_j t I
5.000. -.37V
MIN.
1 r --------------------- 1
�438' — - — - — - — -
SAW
.375
L MIN
L f
)-CLIP. 6116�T6 ALM. USANGLECUP
F MCH
)R 2' X 4' MULLION, SHEET 16 ORHOLEMUSTUE 608�TIIAUUM.
TOMB, CASHEDBOUNDARY.Sm TOwEW
SHEUS&20FORTHEMCHORO.C.
_T
5AW
I SAN
U-CLIP
awlTeALUM.
USEDFOR2'XW UILILION.SHIRETI?
T��ZEW
M5ANGUECUP
603�T6 ALUM.
TOMEW
TAW r
A. MILVAR". P.E.
EXAMPLE i: SINGLE VERTCAL MULLION
I
LEHETH
I
SHEETS 24
HEGIRT I I I EE""
OPENING
/ f /
THE BUILDING SUBSTRATE IS MOWN TO BE WOOD ON ALL FOUR SIDES. ME WINDOW FRAME DEPTH IS 2.1W. ME OPENING REQUIRES A DESIGN PRESSURE OF �6001.60.0 PST.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION M SUITABLE.THE MULLION LENGTH IS 7r AND WE OPENING WIDTH IS �-32.1' -65'. REFERVICING MEET 25, ME COLUMN USING
RECTAINGUIUM LOADING MUST BE USED. SCAN THE MULLION TAIRES FOR A MLLION THAT IS AT LEAST THE WINDOW FRMAE DEPTH OF 24W AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF �W.01-0.0 PSF. IF ME TABLE DOES NOT WOW ME EXACT SIZE, USE ME H� LARGER SIMAVAILABLE.
MOM TABLE M. SHEET 7. THE 1- X 2.7W X.37V MULLION (LENGTH - 72', OPENING WIDTH - 70.) MEETS THE DEPTH REQUIRED. HO� THE DESIGN PRESSURE 13 -14" PSF AND WOULD
NOT BE SUITABLE FOR THIS "PUCATICN.
FROM TAME 4A. SHEET 8. WE V X 2.75' X.650- MULLION (LENGTH - 7r. OPENING WIDTH = 7W) HAS A DESIGN PRESSURE OF 4723 PST MICH EXCEEDS THE REQUIREMENTS FOR ME
OPENING AND MAY BE USED IN THIS APPLICATION+ NOTE ME ANCHOR CAPACITY REQUIRED OF M LES.
2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANnTY AND CLIP TYPE REQUIRED FOR THE MOD SUBSTRATE. BOTH WE STANDARD CUP WITH (4) 012 ANCHORS AND ME 2X5
ANGLE CUPS NTH (4) $12 ANWORS HAVE A CAPACITY OF 885 LES. THOUGH OTHER ONE COULD BE USED. THE STANDARD CUP IS EASIER TO INSTALL
3) %SRTY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WT-L
APPLYTO ME OVEMLL ASSEMBLY. FINAL DESIGN PRESSURE RE UIRES THATME HOW ME MULLIDIANGTHI FENESTRATION IRODU.TBEINSTAULEI) IN ACCORDANCE WITH ME
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUB! = FENESTRATION PRODUCTS TO MULLION.
IN THIS EIKAMPLE. THE DESIGN PRESSURE REQUIRED WAS -I�G PSF. Th OVERALL MULLION SYSTEM WAS DETEMINEOTO BE 72.7 PST WITH MANCHORCAPACITY OF 06 LBS.ALTERNATIVELY.
THE ANCHORCAPACITY ADJUSTMENT FORMULACOULD HAVE BEEN USEM CALCULATE WE MCHORMACHYREQUIRED FORME E]IACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) x 6GS LD$ 524.9LBS (MAYBE USED TO QUALIFY 0 10 S�TEEL SCREWS FROM TABLE 4B)
-T
( 21IPSF)-
WE BUILDING SUBSTRATE IS MOBN%I TO BE CMU ON ME JAMEESAND USESA CONCRETE KEADERAND SILL.THEWINDOWFRWE DEPTH IS 2�.THSOPENING REQUIREESA
DESIGN PRESSURE OF -50.01-55k PSF.
FOR THE VERTICAL MULLION-
1) INITIALLY ASSUMING THAT A V WOE MULLION IS SUITABLE. ME MULLION LENGTH IS 3T-7r�lllov AND THE OPENING WIDTH IS W-W+l' =7r. REFERENCING SHEET
THE COLUMN USING RECTANGUILAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULUM THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-18'" WU.
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF SB0[-55.d PSF. IF ME TABLE DOES NOT SHOWME EYACT SIM. USE ME �T LARGER SIM AvAILABLE-
FROM TABLE 3A. SHEET 7. THE V X 2.72? X.37F MULLION (LENGTH - 108', OPENING WIDTH - BY) NEEIR� ME DEPTH REWIRED, HOASWR ME DESIGN PRESSURE IS.1-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS MPUCATION.
FROM TABLE 12A. SHEET 16. THE 2- X 4- X.2W MULLION (LENGTH - 108', OPENING WIDTH = 80) HAS A DESIGN PRESSURE OF -16,13 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE WE ANCHOR CAPACITY SECURED OF 971 LES.
BECAUSE IT IS NOW KNOWN MAT THE MULLION "LL ADD 2- TO WE NOW OF THE MULLED UNIT, ME ADJUSTED OMINGWIDTH IS W+3V+2'=7�. NOT TY AS PREMOUSLY
ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STILL APPUCABF FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY SE REDUCED TO MAINTAIN
THE 7W DIMENSION I
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY MD CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME ME POURED
CONCRETE HEADER AND SILL ME V WIDE. IF THE MULLION CUP W�RE TO BE CENTERED WITHIN THE V. ME MUST BE TMEN TO MAINTAIN ME FASTENERS EDGE DISTANCE.
USING ME STANDARD CLIP WITH (6) 311V ULlRhCON ANCHORS AT AN EDGE DISTANCE OF 2-1� G� AN ANCHOR CAPACITY OF Im Las MICH IS GREATTEF, AND
THEREFORE SUITABLE, FOR ME REWIRED ANCHOR CAPACITY OF 01 LES.
FOR THE HORIZONTAL MULLION&
BECAUSE ME VERTICAL MULL WILL BE A 2"X 4- X.25U' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS, ALTERNATIVELY. MOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 3V AND THE OPENING HEIGHT IS �-72--r -106'.
USED. FROM TABLE 12A. SHEET 16, ME r X C X.25r MULLION (0 LENGTH -
REQUIREMENTS FOR THE OPENING AND MAY Be USED IN THIS APPIIIcxTTONU I
COLUMN
LES.
SHEETS
M
1 I
2) USE TABLE 12B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS E)UWPLE, ASSUME THE CMU JAMES ME W
WOE. IF ME MULLION CUPWIERE TO BE CENTERED WMflN THE VCME MUST BE TAKEN TO MAINTAIN ME FASTENERS EDGE DISIANCIE. USINGME M ANGLE CUPSWITH
(4) SIN? ULW*CONANCIlORS ATM EDGE DISTANCE � I- GivES AN ANCHOR CAPACITY OF 5� UnMICK IS GRENTER,AND THEREFORE SUITABLE, FORTH5 REWIRED
ANCHOR CAPAC[TYOF 521 UBS.
f,
.11tillf"ll.
LYNN
...... Y44
0
36-.H=Z. 36-.HDRIZ.
FURTHEU�UIRSKOWSTHEMOHO
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO WRTICAL MULLION. USE THE SAMEANCHOR cAPACTTYOF 521 LES.TABLE 120 R
EN
. ko S�
CAPACITY IS 1074 LES MEN USING 3 ANCHORS, MICH IS GRBATEFUAND THEREFORE SUITABLE, FORTHE REGIJtREDANCHORcAPAcITYREQUIREMENT OF 521 LES. ME
Z 58705
—MENINGMT14 FORWRTIMMKLd
ANCHOR TYPE ISA412 STEEL SCREW.
H�.
FROM THEABOVESTEPS.OUR MULLION DESIGN PRESSMETS'
rt: z
.1-64.7 PSF FROM ME VERINCAL MULLION:
.1-170.0 PEP FROM MEW HCRIZONTA� MULLION AXTACHINGTO CMU;
Ql�
0
+1-170h PSFFROM THE 3V HORIZONTAL MULLION ATTACKNGTO THEWRTICA. MULLION (INTERSECTION).
ATE
THE LOWEST DESIGN PRESSURE IS -1-IM.7 PSF ANDWOULDAPPLYTOALOF ME MULLIONS.
......
WRIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USEDWIM THIS MULLION WSMM.ME LOWER DESIM PRESSURE, OF MMUORS OR FIENESTRATON IN
PRODUCT BE INSTALLED
W
NNNINDIIII!
PRODUCTS, WILL APPLY TO ME MRM.L ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH THE MULLION AND ME FENESTRATION
P.E.
ACCORDANCE WMH THE INSTALLATION SPECIFICATIONS IWO RESPMTIWSUBSTMMSMD FENESTRATION PRODUCTS TOMMUON.
FIL P.El 68705
LOADING OF VERTICAL MULLION
BILL OF MDOWS NOT ANCHORED
, VA
,
ir
0 05
a
0
IN
00
MIN®R
LOADING OF VERTICA. MULLION
SlUOFMOOMINOTANCHORED
®r
limWlil'Oi
____
LOADING OF VERTICA. MULLION
WTH INTERSECTING HORIZONTAL MULUON
LOADING OF HORIZONTAL MULLION
MNTH INTERSECTING VERDCAL MULLION
LOADIN� OF VERTICA� M�LUON LOADING OF�VERP&L MULUO�
P�L OF, HINGED DOOR IS NOT CAPTURED OR ANCHORED NTH INTERSECTING HORIZONTAL MULLION!
LOAD W OF VERTICAL
IN
MULLION
E)UkMPLES OF TRAPEWDAUTRIANGUI-All LOADING:
,OADINGOFHORIZONTALMULUC
0
0
0'0
FCw
'A
OAF
I'LL
.OADING OF VERnCAL MULLION
PW
w
0
S H
LOADING OF HORIZONTAL
MULLION
NOTES,
I ROT,,=D
Fl.dd.
1)DRAMGSARE
RERESENTATIONSOFTYPICA
CONFIGURATIONS.
50bft!!!mm!
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FIR
THOSESHOWN.
2) IF THE LOADING WPE CANNOT
LYNIV
, Yee
BE DETERMINED, USE
dk� .......
3) SEE PRODUCTS' APPROVAL FOR
H0.50705
ACTUAL ANCHOR LOCATIONS.