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BY
St. Lucie Coun t
SETS Home Lee In Use, iti,gluturati.ii Her Tell. Suilorrit Surcharge 1 Slots & Fam ; Publications FOC Staff i acts Site Map I Links Search
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Product Approval
90 USER: Public User
RECEIVED
PrM I �ct A capprwj! Meru > I'Mil a O� AarlicallOn Searc, > SEP 01 2017
Fl- 7"1 :,05P , 77R'7
L a '
Application Type an PER.MMING
Sign
IS
P.-I
Code version 2 St. Lucia County, FL
Application Status Approval
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
vn and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Emall
AuMorized Signature
Technical Representative
AddreSS/Ph.Pe/Em.jI
Quality Assurance, Representative
Address/Phoge/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Ycar (of Stindard)
; j
Equivalence of Product Standards
Certified By
GT �Iod
ustras
070 Technology ny.
'e.,C,, ",
.t "3IS
druaM@PgtiPdpst,ies.co.
Jarm Rosowsid
i.s..ski@pgtindust�es.com
lens Rosawski
1070 Technology Drive
Noleournis, FL 34275
(941) 486-0100 Ext 21140
irosowski@pgtindust�es.com
E )
Cedifficatlon Mark or Usting
Keystone Ceftifications, Inc.
Steven M. Urich, PE
W, Validation Checklist - Hamccupy Received
Standard
AAMA/WDMA/CSA I0I/IS2jA440
AAMA[WDMA/CSA 101/IS2/A440
AAMA/WDMA/CSA 101/IS2/A440
ANSI/AAMA/WDMA 101/l.S.2/NAFS
ASTA E1886
ASTM E1996
ASTM E283
AS71 E330
Y&HLE
2011
2005
2008
2002
2005
2012
2004
2002
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Florida Building Code. Online
Page 2 of 3
Product Appraval Method Method 1 Option A
Date Submitted 01/06/2017
Date Validated 01/07/2017
Date Pending FBC Approval
Date Approved 01/09/2017
Summary of Products
FL #
Model, Number or Name
Description
1435.1
15H - 200
Aluminum Single Hung Window (Std. Meeting Rail, Inc. Pass-Thru)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R19 C CAC Certificatici - SH200.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/16/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation InstmctIcnS for design pressure, size
FL1435 R19 11 SH-20O.odr
and anchorage information. The Pass-Thrut version was not central for
Verified By: A. Lynn Miller, PE 58705
water Infiltration.
Created by Independent Third Party: No
Evaluation Reports
FL1435 R19 AE SH-200 Evaluabon.ycif
Created by Independent Third! Party: No
200 HD
Aluminum Single Hung Window (with HD Meeting Rail)
Limits of Use V
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R12 C CAC 190-1093CAR2.pd
I Approved for use Outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/08/2020
Design P .... ure: NIA
Installation Instructions
Other: Please see Me Installation Instructions for resign pressure, size
FL1435 R12 IT SH-20OHDI.Ird
and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 019 AE SH-20OHD Pvaluationrcif
Created by Independent Thind Parry; No i
1435.3 ISM - 500
WInGuard Vinyl Single Hung Window
Urallbe of Use
Certification Agency Certificate
Approved for use In HVHZ! No'
FLA435 R19 C CAC Cer,filiabol.3 � S11500,id
Approved for so outside HVHZ: Yes
Quality Aasurance Contract Expiration Date
Impact Resistant: Yes �11
08/27/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design pressure, size
PL1435 R19 IT SH-500C.00
and anchorage ihficrmatlon,��'.
Verified By: A. Lynn Miller, PC 58705
Created by Independent Third Parry: No
Evaluation Reports
I
FLI43,l R19 A� SH-500C EvaWsition,Q1
`E00'
Created by Independent Third Party: No
1435.4 kis'WF 1)
WInGuard Multistory Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
_�H&O_C
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: N/A
Installation Ins=ns
Other: Please see the Installation Instructions for design pressure, p
EL1435 R,9 I c mdf
and anchorage information.
58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 P19 AF SH-800CEvalluation.nd
Created by Independent Third Party: No
1435.5 ISHr-5400
Enena,Vue Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ; N�l
FL1435 R19 C CAC SH-5400 Certification.Dd
Approved for use outside HVHZ; Yes
Quality Assurance Contract Expiratfon Date
Impact Resistant: No
08/13/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Instillation Instructions for resign pressure, size
FL1435 R19 11 SH-5400.pdf
land anchoragemfiorrnatlon�,._,
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FLIA_12 ;U9 AC
Created by Independent Third Party: No
1435.6 ISH-5500
WInGuard Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 Q19 C CAC SH-5500 CerfiCat,od,,dI
Approved for use outside HVHZ; Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
10/01/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for resign pressure, size
Ft 14`5 R19 It SH-5500,nd
and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Ft-1435 R19 AE SH-5500 Ev.l..tm,od
Created by Independent Third Parry: No
Convict Us 2601 BlairStrans ini.d.Tril.bars�c FL 32399 Phone, 850-467-1824
The State of Florida IS all AALEE0 employer. Copyright 2007-2013 State QfFhvida. :: Priv,xv Statement :: AccessibillitV Statement Reflond Statemen
Under Florida law, orrall addresses are Public records. If you do not want your e-mail address reused In response to a public-re0o'dis recluest, do not send electronic
mall to this entity. Instead, mulact the offil:e by phone or by traditional mail. If you have any questions, Please contact 850.487.1395. 'Pursuart to Senfrin 455,275
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Florida Building Code Online
Page 3 of 3
(1), Florida Statutes, affecMve October 1, 2012, ficaricas licansed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
ampils provided may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
pficapse provide the Department with an email address which can be made available to the on 1,11c. To calamine if you are a 11consce under Chapter 455, F.S., please
Hick here .
Produrbit Approval Accepts:
M- W] 1�9 W M
mores,
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GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HIWE BEEN
DESIGNED TO COMPLY WITH ME FLORIDA BUILDING
CODE FOR ME DESIGN PRESSURES LISTED.
2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1 .1 Q
ADD I ANCHOR
THICK. 1 X WOOD BUCKS ARE OPTICNAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
AT MID�SPAN
DEPICTED AS 2X AREII�Ia' THICK OR GREATER-
FOR WW � 39"
ATTACHMENT METHOD OF WOOD BUMS SHALL BE MINE
BY OTHERS.
3) SEE TABLE FOR MINIMUM EDGE DISTANCE PRO M
3-6/8'
CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING
_T
FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION MERE THE PRODUCT
I$ NOT RUSH TO THE SUBSTRATE. USING SHIMS
76*
MAX
CAPABLE OF TRANSFERRING APPLIED LOADS.
TIPI O-T
6) ANCHORS SHALL BE COATED OR COR
I .' �'F
RESISTANT AS APPROPRIATE FOR SllS=mlOIIMATERIAL.
�D3SSIMI�R�TERI�SSHaLBEPROTEO�D�--�L'
REQUIRED TO PREVENT REACTIONS..
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED
(MAX
IN THE FLORIDA BUILDING CODE.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN
SUBSTRATE AND RANGE OR FIN. OVERALL
SEALINGf�HNG STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHAI.L BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR IAIALUATIONS WERE
3-5/8" AIN
SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE
MASONRY UNITS COMPLYING WITH ASTM C-90 GLAZING
COMPLIES WITH ASTM E1300.
8) THE ln STRESS INCREASE WAS NOT USED IN THIS
ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR ME EVALUATION OF WOOD SCREWS.
9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE
TABLES, ALWAYS ROUND UP TO THE NEXT LARGER
VALUE.
)esign Pres Lu,el
options
I Ce rtIfI,:ation
III
Te"t
Re, od�
'12—'
son
AT] -
I52-3/9-1
75'
—"te
1
orOdel
I go [ m
jRaIIReinL,TP.Glassj
76462.01
ANCHORLOCATIONS &SPACING
ADD I ANCHOR
AT MID -SPAN
17-3/4' FOR VVW � 39"
MAX
T-3-5/8' MAX
I 112"MAX
'2"MAX
_T
76' MAX.
75m
TiPI
MAX.
BUCK
T'
lomi/a
MAX
7-10
TARI 9 7
53-1/8" MAX. TIP -TO -TIP
--- 52-1/8' MAX. BUCK —
RANGE F�E,
ORIEL SASH STYLE
A,vWType
S.bIdrate
Min. Edge
ast.
Mm.
EmIxI
#12St.ISMS
WoDd (Souffnern Pine)
112'
1�w
SIWStudGrn
SIT
M(IBGA)
....GBI
3M.
I/W
StOd. �
w
TIT
1/4' MasoNry
Anchor
ciancrete
1.
I�r
HNI. CMU
2-112"
1.14.
110n� FOFtkLMU&5LI
.EYOND WSOE FACE OF MiTONAL
F". E OF
NOKOMIS. FL U275
FLCERT.�AUTH. MW
k LInn MiI P E
"I.
RE MBI
MIN 3 TH�DS
17-3/4"
MAX
--i-
7-112" MAX
MAX.
BUCK
--A-
7-1/2'MAX
J. ROSOWSKI I OW16111 I ALUMINUM 60�T(i
SH-aw I HITS 1 1 of 2 1 303111WR
EDGE
DISTANCE
TE
71E EMBEDMENT
SHIM
EXTERIOR
EMB
ERIOR
(DIRECTLY TO SUBSTRATE)
:RIOR
No
'HORS
WIRED
SU TANCHOR 7VU04TRATIE
lxwOOO
BELOW_
MEETING RAIL
(MUSTBE
SHIM
FLATHEAD)
*
E XTER IOR ANCHORS
ABOVE
MEETING
FLANGE FRAME
RAIL.'
JAMB INSTALLATION
HEAD INSTALLATION
(DIRECTLY TO SUBSTRATE)
(USING IX WOODSTRIP)
Usel
�ERIOR
ANCHOR
BELOW
MEETING RAIL—
(MUSTBE
LATHEAD)
tR611IRED
EXTERIOR
NO
ANC'
ANCHORS
ANCHORS
ABOVE
III IN
MEETING
WOOD
RAIL
R-ANGEFRAMF
6H,Mn
SHIM
JAMB INSTALLATION
USING IX WOi
ix woo
RA
0-r,
FLANGIFFRAMB
BILL
T
El
INSTALLATION
(DIRECTILYTOSUBSTRATE)
FLANGE FRAMI-E
SILLINSTAU.ATION
J. ROSOWSKI 1�ow:lwll
�ru-um�
(USING 1 X WOODSTRIP)
INSTALLATION NOTES�
1) SEE SHEET 1 FOR ANCHORAGE. SUBSTRATE AND SPACING REQUIREMENTS.
2) FOR SMOOTH SASH OPERATION, THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS. FOR
10713TECHNOLOGYDRYT
ALL OTHER ANCHORS, FLATHEADS ARE RECOMMENDED BUT NOT REOUIRED.
NOKOMIS. F'L =75
Fl.CERT.0FAUTH.:N2W
SINGLE HUNG INSTALLATION
3) MM. SHIM THICKNESS TO BE 1/4'.
4) FLANGE MAY BE REMOVED TO CREATE EOUAL-LEG FRAME - USE FI-ANGS FRAME INSTAULATION.
A. Lpn Miner, P.E.
P.E. $155705
SH.841()
NTS
I
2 f 2
l�. 3031511JR
I
Florida Building Code Online
Page I of 2
SCANNED
[w
BY
"A
St. Lucie Coun
T
OCIS "i Lq In Ular Aa'�Valli Hot Tollca 5ubmll Su,�Ia,o Stata facts Oublicallons FEC Slay acts Silo Map u n. So I
Rond
Product Approval
d b r 0 USER; Public Uier
Pri,411reann—M Mianu > PrMuclorApplii Saiindi A,01i List � Alpfloatkinrlietail RECEIVED
FL # 261-R'O SEP 0 12017
Application Type Vision
Code Version '0� PERMITTING
pp._
Application Staltus 4 LA d St. Lucie County, FL
ad by 11P1 Approvals by DBPR shall be reviewed and atified by the POC
andi Me Commission if necessary.
Comments
Archived
Product Manufacinurer 10-3
Address/Ph.ne/E.aii
Authorized Signature
Technical Representative
AddresslPhono/Email
Ll
e
(L�;L 3)12
(941) 486-0100 Eict 22318
drua�@pgtindustri�.com
Jens Rosovski
jroso�ski@pgtindusth�.com
lens Rosowski
1070 Technology Drive
Nokomis, Fl. �275
(941) 486-0100 Ext 21140
Jms..ski@mtl�d.stnm.com
Quality Assurance Representainve
Address/Ph.noal
Category Z n"d �.
Subcategory Mi. . a
Compliance Method Certificatlon Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miamp-Dace BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
TAS 202 1994
Equivalence of Product St='Ards
Codified By
Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
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Florida Building Code Online Page 2 of 2
Summary of Products
FIL At
Nulonbe, 0I.N.a. mt-
bescription
261.1
itionled
M. JT�bd ", Cled d 11adows /
Aliffirl.u./Vinyl Mullions
Limits of Us:r
Certification Agean� Certificate
us. 1. - Yes
Approved I IZ: Yes
R261 PIQ�CAC 16-0238,03.pdf
Approved for use cnu���Ide'
QvIffilty Ass once Contract Expiration Date
Impact Resistant: Yes
05126/2021
Design Pressure: N/A
Installation ln=.ns
other; Please see Miami -Dade County Notice of,Npceptance (NOA)
FL261 PIT '1 03 ad
product performance information; and mullion clip anchorage detall(
Verified By: Miami -Dade BCCO -
�CrsateLth Inde end arty:
=tIon Reports
d by Independent Third! Party:
Contact Us :: 26DI Blair Stone Road, Tallahassee Ft. 32399 Pl 850-487-1824
The State, of Florida is an W EO employer. Copyright 2007-21113 State of Florida, :: PrNacy Statemen :� Accesselliry Statement :: permit Statement
. 1!
Under Florida law, email addresses am Public marine. If you do not want your e-mail address released In response to a public-recarts request, do not send electronic
mall to this entity. Instead. contact the offira by phone or by traditional mail. If you have any questions, please contact 650.,*7.1395. * Pursuant to Section 455.275
(1), Florida Station, efferbve October 1, 2012, licensees imased! under Chapter 455, F.S. must provide the Department with an email address if they have one. The
omens provided may be used for official communication with the licensee. However entall addresses am public mcmd. If you do not wish to supply a personal address,
pimps provide the Deparament sAl6b an email address whiuh can be made available to the public. To determine if you am a licensee under Chapter 455, F.S., please
click hem .
Produce Approve Accepash
F401 El M
0-it
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MIAW
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCF.S MR)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
NLHA5fl-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
1070 Technology Drive
North Venice, FL 34275 '1
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
I -laving Jurisdiction (A14J). I
This NOA shall not be valid after the expiration date stated below. The Mianii-Dade County Product Control
Section (III Miami -Dade Coun�y.) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or matc4l tested for quality assurance purposes. If this product or material fails to
perforat in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Mlami--Dade County Product Control
Section that this product or rn�nerlai fails to meet the requirements of the applicable building code.
This product is approved aq'describe
I I comRly with tile Florida Building
Code, including the Hi I Hurricane Zone. -
Series I'Ffir Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL-110GUMENI—Dowhi, No. 6300JIL titiod "Impact —Resistant Aluminum Tubd Mullions",
sheets - hrough 25 of 25, prepare revision B
dated 10110114, signed and_;�c4led by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp, with4he Notice of Acceptance number arid expiration date by the Miami -Dade
County Product Control Sect I I j
C
LABELING: Each unit sball,'bear a permanent label with the manufacturces name or logo, city, state,
model/scries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
liENENVAL 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 N64 will occur after thQ 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, aO,'��isftig 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.
ADVEliTISFMTNT-. Tlie-�N'OA number preceded by the words Miami -Dade County, Florida, arid
followed by the expiration 41 dat , 6 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 ihis 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 and renews NOA# 14-1105.01 arid consists of this page 1 and evidence pages E-1 and
-Er2, as well as approval - document mentioned above.— __ —
The submitted docurneirtation;Nvas reviewed by Manuel Perez, P.E.
NOA No. 16-0.
a te
MIAMI-DADE COUNTY
_xpir tion Da - May 26 '2�21
_: roval at pril I
Expiration Date: May 26,2021
r—Tn 8=1 1111to Approval Date: April 14 2016
A e
e
PGT Industries, Inc.
NOTICE 0 1 F ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 10-08.19.OS)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports-ori: , 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
13) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile ImpactTest 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, ptepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A- f %thru E- 1), dated 02/28/11, and addendum letter dated 0510 5/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted sqider NOA No. 10-0819.05)
C. CALCULATION
I . Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5tk Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
ez, F.E.
Product Contfol Painluer
NOA Nd.-fti-0218.03
ExpirationDate: May26,2021
Approval Date: April 14 2016
E-1
GT Industries, Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn
Miller, P.F.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,'signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
'TGT" Clip'P'ed Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
tM no' !l ,P.r.
C
g
Prodluc ()ntr Ir miner
Expiration Date; May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MUUUONS
..E DCT�s
ATHRUG.
LMIA
IMGTK
SHEE162
HORUONIN
WIL
UU,,Gm
ADDITIONAL MMPUFS OF MULL CONFIGURATIONS
MUM
IX.GTH
"T
SINGUEMULUOI
I,— FROMFIGURU!I�OVIL
STANDARDS LKmEU,
-2W4FLOR(DABUWWGCCDE(FSC).MEDMON
MSVAF&PAND�2012FORViGODMNSTRUOnON
*ALUMINUM DESIGN MANUAL, AOM-2010
6AISI-SIM-0762-2010
1) DETAILS SHOWN ARE FOR THE MULLION MLY. ANCHORS SHOWN ARE IN ADDITION TO My ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INST�TION METHOD. OPTIONA- IX OR V WOOD BUMS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHALL
NOT HAW A GAP OF MORE THAN IW FROM THE CUP.
3) THE ANCHORAGE METHODS SHOWN HAW BEEN DESIGN ED TO RESIST THE NNOLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ul SIX THE In STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 18 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEA-VIG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS,
WIDTH OR MIGHT OF ONLY
ILY IWO ADJACENT UNITS AT ATIMEWHEN USING THE DESIGN PRMSUREMDMCHOMOSTAB�S.TKELOW�TD�ION
MSSURe OF MULTIPLE MULLIONS OR FENESTRATION PROPUCTSSHALL APPLY.
WIKEN FINDING YOUR sizE IN THE muLLwN TAiLmALWAYS ROUND UP TO THE N� SEVE SHOWN ON TkE TABLE(Sl!
7) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALI. DRESSING OR STUCCO. MOD BUMS BY OTHEIRS. MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAl_L BE COATED OR CORROSION RESISTANT
.T3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTORS.
SIM7,04 6) REFERENCE: TEST REPORTS: FD,6443-, ELCO ULTMOONfAGGRE-GATOR NOAS
'Umsmy
FmYTYmE. 9) MULUONS AND CLIPS 14AVE BEEN DESIGNED & TESTED To COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING
I BE
'F�Fo CODE AND AM APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLYTO BE USED WITH
OT. PGT�APPROVEO FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
MULTIPLE MULLIONS
11) OUANTITY OF UNITS WMIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH(HEIGHT OF EACH INDIVIDUAL MULLION WMPUES WITH THE REQUIREMENTS OFTHIS NOX
INSTRUCTIONS,
I) DLrERMINE THE DESIGN PRESSURE REQUIREMENT (LOSIM) FOR THE OPENING USING THE ASCE-T STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
1)(2)(.376MULLSPOCS ... ... ... ... �..6
I X175X.375 MULL SPECS . . ....... 7
AXZ?5X.0MUU,SPECS� . 6
IXII�X�NUULSPECS___g
lX4X.I0MUU,SPCGII__._i3
I X 4 X M6 TUDE MULL SPECS I I
I X 4 XX5 � MULL SPECS 11
1.25 X 31W X.M MULI. SPECS-.12
IM X 3.26 X:,W MUULSn=_13
I.MXlViX�MNWU_SPEM__Il
I.25X3.94X.MMNUIlSPEM-..16
2X 4X.21 MULL SMCS . - "
2X a X.25 MULL SPECII ... ::: 17
12BXZIIX iMMIJU.SPECI, 18
4VX&26IMYNUU_SPEM._._X
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGLLAR� OR
4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (L5SfFT'I FROM TABLES 1A THROUGH 16A, ON SHBITS 6 THROUGH 20 RESPECTIVELY. USING
THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEFENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZOWALLY). THE
MULLION CAPACITY ILRS� OBTAINED SMALL MEET OR E)(CEEDTHE DESIGN PRESSURE RMUIRFMFENT (LSStFT2A FOR THE OPENING OBTAINED IN
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE FWD THE V�UE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED fLBSI. THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUSSTRAl F CONDMON t MULTIPLE
THATTHE REQUIRED ANCHOR
�,� LYNN
.....
ANCHOWSUBSTRATVANCHCR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN IWO VERIFY
\0
"ccus4:
CAPACITY IS MET.
7) If THE MULLION CAPACITY (USSUFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (UB5fFV FOR THE
NIL 58705
OPENING. YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMUW TO OBTAIN THE LOWER ANCHOR CAPACITY R�UIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
a.
8) VERIFY THE DESIGN PRESSURE RATING (U8SJF`P) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
0, ITTE
CAPACITY (WSFM OBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THE TWO SHALL AFMY FOR THE ENDRE MULLED FENESIRKDOM
PtCaw;,
SPECIFIC APPLICATION WHEN USING THIS NOA TO "FLY FORA PERMIT.
12W
DETAILA: DETAIL 8: ULLV)N qqji
MULLION TO 2X WOOD BU PERSUBSTRAR� R,
WOOD SUCK AND MASONRY SUSEETMILES10105
CK MULLIM MULLION ATTACHED TO IX BUCKTRIP �YP MCHOR
ORWOODFRAMING ATTA�W Pi
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) 8YOTHESS.
SUKTS1. IN
MULUM v
z
MUM EQGE
VFM.L I ..KRfileos DISTMQ
L�TMS SEE ME MLU
-FSET -1 EDGE E.GEMSTMU
�U,.Y. I .4RANCE FcR,0SmRy
"TALUen By Lu <
THIS METHOD.
ls�c= SIDE VIEW 0
wMUFM 4A z
I
0
4
LH
z
4 EXTERIOR
EDGE z
4 DMVW�E
A A
GIN z Z
ww < s
0
WEOFFSETCUPW AN
K�FCIR
EXTERIOR WFIRAVED
WNDows.our"Y I w
OVERRMUETYPES.
C
40 �o
WP. CKA D� A
PER UUMTE.
TYP. ANCHOR PERSU90-TE SEE
P�RSUSNRA� SS.-SLm,.;,m
EIMRES I.-IM
+E� ouc,,STM?
SUIABLES
E.M� EMS N;.
RP VOTHERS.
ED. SSE ORE 1.
SKET 1,
PRMUCTRMSED
SIDE VIEW ncomplyii,%VM�rk�
FRONT VIEW
= "ll
INSTALLATION NOTE& �P�d
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, I I I I I 1 1.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOVE ME FOR PICTORIALREPRESENTATION .. ....
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTMCE. THE
CORRECTOUANT11YANDLOCATION OFANCHORS MUST BEFOU.DWEDREFERTOT15TABLESON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CUP MY BE USED. N.. 58705
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR RLATHEAD.
VUi 16:
4) WOOD RUCKS ME OPTIONAL, SEE DETAIL 0, SHUT 3. 1
6) FOR MASONRY APPLICATIONS IN MJAM�DADE COUNTY. USE ONLY MIAMI-DADE COUNTY MPROVED
ELM ULTRAMN OR ELCO iW S.S. AGGRUATOR MASONRYMCHORS.
'S�10N X- 0
A. L�NN,MILUEA$.E.
FL PEA 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
E -TF
. CEl:L
CUP MYBE
INST.U.ED.Y
.S PE
WOD
MIN'.1— ........ G
DETAIL E;
MULLION TO MULLION
INTERSECTION
NOTES:
(U-CLIP)
1) MAY Be INSTALLED IN �TEIF OR TROSS'
INTERSECTIONS.
21 MY BE INSTALLED HORUONTA-Ly
L
(SHOWN) ORVEIITICAULY.
3) SEE ULCUP DRANNGS. SHEErS21-23
S1013M
TOP VIEW
FOR CORRESPONDING MULLION.
XHOM
MIN2.7"IMNCRETEORWU IB-139
SIDE VIEW
INSTALLATION NOTES I
1) ANCHOR EMBEDMENT TO ME MATERIAL SHAUL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOW ME FOR PIOTOF� REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST HE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS AD, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY HE PANHEAD. HE44END OR FLATHEAD.
4) WOOD BUCKS ARE OPTONA.. SEE DETAIL C� SHEET 3.
6) FOR MASONRY APPLICATIONS IN MIAMI�DAOE COUNTY, USE ONLY MIAMIDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
T,EowssTCUPIs I
Pop
.......Timy U-CUP
R�NOV`
.r.r.
AUSOMUSCD�
0 FM. TYPES. EXTERIOR
SMSMTSV�FCR
kTE' L.T..
I, 13B FRONTVIEW EWE
DISTMM!
'u .=
win
SIDE VIEW
FRONT EW
EXTERIOR
DETAILD:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
7��
NOTES:
1) FOR 2K WOOD-MCKED STEEL STUDS. WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE lAEW
PRODUCTREViSCID
E�
i DETAIL F:
FIEUD-MO IED MULLION CLIP
(F-CUP)
SEEDETA..,
G�ETS 2 AND 3 � IMSTMATIM
To�CIFIC summ�
SIDEVIEW
SHOM WITH VX 4'X.12Y
I '19p
NSA)
PERANCHM I I
NOTES FOR INST�LAT(OM OPTIONS F,
1) DETAIL IS NOT APPLICABLE MR TI-IE BAY OR 1.2" ZI V X. i2V MILLION.
2) SEE TABLES 181313 FOR M�R QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
31 THE M CLIP IS NOT SUITABLE MR THIS APPLICATION.
DETAILG: DETAIL H:
ANGLE MULLION CLIP BAY MUU-ION INSTALLATION
(ANGLE CLIP) (ANGLE CUP)
TOP VIEW
--- g
V:: TOP VIEW
F
NOTES FOR INSTALLATION OPTION G & R.
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL 3: SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND S14EETS 21 n FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 159 OR 169 FOR ANCHOR QUANTITIES AND SHEET n FOR HOLE
LOCATIONS.
,,"L YNN 41�
D�A ... .... ...
59705
b.-
0
cl
mullion Capacity Table (fleaffel
Opening
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NOTE: FOR THE OFFSET CLIP, USE THR SA I ME ANCHOR PATTERN
L11F.
IT IS
MONTHS
FIGURE 1: FIGURE 2: UE NOTES
IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I.
BuildmSOn&
1) SEE SHEET 1 FOR INSTRUCT
SEE SHEETS 24 FOR GEN ERAL INSTALLATION METHOD& I.Gov E. imk�i Dow
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MD16R OPOING WIDTHS IS ALLOWABLE.
FIGURES; 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHE Vm
ETS 21-23. Miami 1,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21rn. 00W
oIN
FIGURES SHOW SUGGESTED, APPROXIMATE FOILS LOCATIONS. 126-
MOLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 M SPECIFICATIONS. HOLLOW MO GROLMFILLED . ....
CONCRETE BLOM UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRES5URE-TREXTEO "10SO
FIGURE4: FIGURES: FIGUFli(I: YELLOW SOUTHERN PINE WITH MSG OFO.55. ALUMINUM SHALL BE 6%�TS AND BEA MINIMUM OFA� 10�
THICK. KEEL STUDS TO BE A MINIMUM GRADE 33 AND.045I THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT V X T X.12V MULUON 5
LEAST.125-THICKANDA36. ALLANCHORS INTO METALSHALL 5XTENDAT UEAST3 SCREW TFIFtEAL)S BEYOND
THEMATERIAL. #10  ANCHORS INTOWOOD MAY BE STEEL, I"S.R. OR410 S,&
rARI P 9A
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NOTE: FOR T'HE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP.
I
�ANCKOR CAP.- I
THIS FORMILE-ATO OBTAIN THE -ANCHOR
%CITY REQUIRED' CORRESPONDING TO AN
JA PRIESSUREREQUIRENNSYTFORTHIS
ADDITIONALANCHOROPTI
ANCHOR CAPACITY TABLE.
FIGURE i: FIGURE2: TABLENOTES, VROCI REVAllu
1) $EESHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
0 -� SEE SHEETS �4 FOR GENERAL INSTALLATION METHODS. 1.00T
g,�.Na
as In, Valli
FIGURE 1- 2) LINEAR INTERPOLATION BETWEEN MUM LENGTHS ANDUR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21,21 2.Ow
HOLES TO BE GRIMED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, j LYN1f
FIGURES SHOW SUGGESIET), APPROXIMATE HOLE LOCAnONS, . .. .......
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT�FILUED L SIS,
PRESSURE -TREATED
CONCRETE BLOCK UNIT (CMU) SHAULCONFORM TO ASTM �W. WOOD SHALL BE -T 140..,8705 a.-
FIGURE4. FIGURE5: FiGURE 6. YELLOW SOUTIFEM PLNEWITH MSG OF 0.55. ALUMINUM SHALL BE 60�T15AND BEA MINIMUM OF.125"
THICK STEEL STUDS TO BEA MINIMUM GMDE 33 AND.NY THICK (18 GAUGE). STRUCTURAL STES-TO BEAT I'XTX.375-MULUON
LEAST.12W THICKAND ASO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -_03
THE MATERIAL-VIOANCHORSINTOWOOD MAYBE STEEL, 1"S.S.OR410".
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TAHMNOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING, SEE SHEETS 2.4 FOR GMEFUCI. INSTALLATION METHODS.
2) UNEAR INTIFFIFOLATION BETWEEN MULL UENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM. FOR MGT DIMENSIONS, SEE
SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROMMATE HOM LOCATIONS.
4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT-FILLEO CONCRETE BLOCK UNIT (CMIJ) SHALL CONFORM TO ASTM C�OH WOOD SHALL
BE PRESSURE�TREATIED YELLOW SOUIIHERN PINE WITH AN SO OF Ha ALUMINUM 811001 BE
605STSANDREAMINIMUM CFAOT THICK. STEEL STUDS TO BEA MMMUM GRADE 33 AND
.04F THICK (IS GAUGE�. STRUCTURAL STEEL TO BEAT MAST.12T THICKMD AM. ALL
ANICHORIS INTO METAL SHALL EnITIEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,
010 & #12 ANCHORS INTO WOOD MAY BE STEEL. 168 S.S. OR 410 B.S.
ANCHI
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TABLENOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTIERPOIATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS IS AIL-OWAEUE.
3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EMOT DIMENSION S. SEE
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SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O�. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE
(5063ITBAND BEA MINIMUM OF.IOV THICK. STEEL STUDS TO BEA MWIMUM GRADE 33MD
.04Y THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT UEASTAVY THICK AND AW. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TOE MATERIAL,
#10 & 02 ANCHORS INTO WOOD MAY BE STE" I" S.S, OR 41D SS.
I
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A. LYNNIMILLER, P.E.
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1) SEE SEUSU I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INIERPOLikTION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE
r
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3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM FOR EXACT DIMENSIONS, SEE
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IPIUST
BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
HNSIF
I w 59705
IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AGO Wi SPECIFICATIONS. HOLLOW AND
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LU
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606�TSAND BEA MINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE n AND
.045-Til GAUGE). STRUCTURSLSTEEL To BE ATLEST.1�7HICKANDAW.Al
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ANCHORS INTO METAL SHALL, EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAlL.
m
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F-1 o
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3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRlu.ED IN
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FIGURE7: FIGURES; FIGURES: FIGUREIO: ANGLE CLIP
JFIGURES 586)
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THICK. STEEL STUDS TO SEA MINIMUM GRADE WAND.M' THICK(18
H
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IN PAIRS.
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TX4-X.25-WUUON
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FIGURE 1: MURE2, FIGURES; FIGUR144L FIGURES: FIGURES FIGURE IV. FIGUREII: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON
LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR iNTERPOUTIOK BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR MGT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIUIONS SHOWN ON
FIGURE S, FIGURE A FIGURE 7. SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HO�LOCATIONS.
CLE
IF 4) SUBSTRATES. CONCRETE $HALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-PuED
GURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �90. WOOD SHM1 BE PRESSURE-TREATEO
: 0:: 1) YELLOW SOUTHERN PINE WITH AN SQ OF G55. ALUMINUM SHALL BE 601 AND BE A MINIMUM OF.I2$-
MUST BE THICK STEEL STUDS TO BEA MINIMUM GRACE 33 ANO.Doly THICK (18 GAUGE). STRUCTURALLSMEL. TO
USEEHN BE ATLEAS11I THICK AMID AGO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS 21 X V X.2V
THRE� BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MY BE STEEL, 18-6 S.S. OR 410 S.S. MUWON
PROIDUCVREVISED
In oren.M.. fth ft I
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TABLE14A
Mutifon Capacity Table (lbaff2l
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win
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1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
ANUHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP--) . ANCHOR CAP_
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USE THIS FORMULA TO OBTAIN THEANCHOR
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HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST HE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLIED
CONCRETE BLCCK UNIT (CMU) SHALL CONFORM TO ASIM C90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W53-TSMD BEA MINIMUM OF.12T
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AN0.04Y THICK (18 GAUGE). STRIUMURALSTEELTO BEAT
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TASUENOTES
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SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENOT14S ANDfOR OPENING WIDTHS 13 ALLOWABLE,
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2) LIN EAIR INTERPOLATION BETWEEN MULL LENGTHS ANDIOA OPENING MOTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ME NOT TO SCALE. FOR E)ACT DIMENSIONS. SEE SHEETS 21-23.
HOLM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROAMATE HOLIE.LOCATIONS.
4) SUBSTMTES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUTFIU.ED
CONCRETE BLOCK UN IT (CMU) SHALL CONFORM TO ASTM C�W. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE SDG�T!5 AND BE A MWIMUM OF.12V
THICK STEEL STUDS TO BE A MNIMUM GRADE 33 AND.04V THICK (18 GAUGE) STRUCTURAL STEEL TO BE AT
LEAST 126- THICK AND A3II. ALL ANCIHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 910 S, #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 00 SE
. ANCHOR CAP. -
THE -ANCHOR
FROM THE
=1M.-I
"A.
A) omu .(9'
FIL
7�
.38Y q I (i I INO
--11--.125- de!
4.000l 43r Z7 IV STANDMDCLIP
4.000- 1 2.00, 2AW
COW 2A25' ]06aT6ALUM 2.00v MANGLECLIP
.125' X-SSCTiON U alp 6WaT6AUUM
6xUvT6AUUK L X-SECTICH
125-- 12V IV x-BEcnON
.031 f I U)
A26 2 �j
I CENTEROFAINCKORMLEMUSTUIEWITHINTHE 1I N UJ
l'X4'X.12V
.37V
I'X4'X.379 -T
.3V
I-X4'X.aW -T
MULUON
MULUON
�-,,IULUON
Sol
Sai ALUk
X�SECTIPN_
X-SECIION
XFECTION
.37V
MIN.
I.VX1VX.IW
MULLION
6XIS.TSALUM.
X-SISCTION
� 020. 1-
1.25- X 3V X t2�
MULLION
6011�TSAUUM
X-SECTION
CUTHERETO
2L
AwL
------
It STANDARDGUP
CENTER OF ANCHOR HOLE MUST LIE 60wTSAUUM.
.827 1--
VaNHTHF." DGOUNDARY.SEE TOPVIEW
VITHINTHEIDAS.FC.,
I.VX3S0X.S2V
SHEETS 5-20FOR THEANCHORO.C.
MULLION
Sw�lniALUK
DIAMETERANCHORD[AMETER. IIIV.
X-SECTION
=
ne,
,37T
MIN.
ItAw 45- 2]w
3W
J&2 /4VMym1VUaj0N&
Y
al). MY MULLION 806�Til L -------
,V
vffi�TOALUIK X-SECTION
X-SEC-ROH
.12
NOTES,. 2VJ 2VI 740--
I) HOLES TO BE DFULLM IN THE FIEW FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS S-20 FOR SUGGESiTED, APIFROXIMATE ROLE LO�TIONS.
3) SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHIODS.
375�
OITSETCLIP
611,13-Te ALUM.
I0pvlsW
�T 57W- 7
CENTER OF 1�
ANCHOR "OLE
MUSTLIEWITHIN
THE CASHED
BOUNDARY.SEE
SHEETS &20 FOR
THEANCHOROC.
DISTANCE
Nul
ANCHORHOUE
I DAMETER:
ANCHOR
DIAMETER . Viv.
U-CUP
6w3`TmUM .
TOPViEW
TARI F P.
TABLE r. CONT-
Heeni
V.I., (I.)
Forilialflon:
Olmon6lon
Value Rn)
FOrMuIllon:
I
F
awl
IM
IV
Ainnee.
Tatus Mier,
F
—o
1 3=8
-T6—w
I a �X3 V
x.eV
Al�lnllium
Tube Miefte
a
H
I
-Tm—
Film
H
1
--i—AM
3 2W
F
1187
1-X�x
Mandela.
I
Z625
I.Im
XAW
Alaaa`Ja�
Ube muffimn
H
I
-14—W
H
--F=
3.=
F
Z
I.VX3.V
X.Iff
manninere
I Tate Mellon
F
2.813
N' Sol Mae
G
0.70
1.500
F
876
"'BaY Man
I
r a2w
MIN.
M ANCLECUP
wilaTBALUK
TOPV%W
mail Ghanaian
(claculls)
POTP.All
mullion
Sec. clip
Off"ICUPI
U411P
Angla Clip
I-X4'X.1V(I0)
I'm
wi
n 22 �'
��iW
ZZ
SUM
I- X4- XXY (11)
616810
M112M
40
M519M
I- X4- X,3V -r ol)
SM3
M112M
Rl
M242M
lol
IVX3.VX.IW(I3)
NIW
"I'M
M"i_
mulom
650LISM
'
12Y X3 V X 6V (14)
-916-
1
V6'11MM
Call
BRZHIM
Wal
7.2FX3.W —X624- (16)
-206-2
-SWI-I 17—M
M112W
eW241M
(WY17M
30 ON.. (U))
M9
NIA
WA
I NIA
_6 �Ilom
45 Cana. (M)
Deal
WA
MA
I NA
SeallIM
F�
""�( x:?NN k,� "/,,
. ..........
"a705
Qf-
IF
a
PLORN
FLP.E. 58705
I Tom r p
Mull Dimension
(Shoals)
)
PDT Pad#
I Multi..
Bid. Clip U�Cllp
Anal. CUP.
PIXZI "(w)
66602
66626,1M
666271M
10161151112M
XF�!'-
I X6' X.2Y (W)
65604
666262M
663272M
6 1 3M
NOTES: I
i) VOLES TO BE DRILLIED IN THE FIELD FCU.OWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGES'MD, APPROXIWE
HOLELOCATIONS. .
3) SEE SHEETS 2A FOR GENERAL INSTA1-LAT:ON METHODS.
2eW 37V
MIN.
02OW
4.110'
.2500" 2'X4'X.2Y
MULLION
306346AUUM.
X-SECTION
$TMOMOCLIP I CLIP 2X5 MOLE CUP
606�76AUJM. F COWBALUM 600�T6 AUJK
X-SECTION X-SECTIOM 1000- X43ECTION
u
+
1 ,
126 25' 125'
L Ll 1
�—I.490-4TT
SEE DETAIL F, .375-
SHEET-1 MIN. I
-------- --- -------- --------- --------
SAW 3,,138' — - — - — - — -
3.�
I L J MIN.
I, /
j .375
STANO �JCUFP U �LIP.6053�7 2X5ANG CUP
M
CEINTEROFANGHORHOLEMOSTUE W�TG ALUM. :ETIG ENTEROFANCHORHOUIMUSTLIE 600�,Rlaum
SED FOR T X r Mull A
WITHINTHEVASHINDROUNDARY.SEE TOIN.... TCPVIEIN WITKN1HEDASHEDBOJNDARY.SEE TOPTIEW
SHEETS 5�20 FOR THEANCHCRO.C. SHEETS 5-20nRTHEANCHCRO.C.
DISTANCE.MX(IMUMARCHORHOLE /CE:W�,ER OFANCHOR KOM MUSTUE DISTANCEMA)uMIUMANCHORHOLE
DINASTER ANZHORDIAMETIER-1118'. WKNINTHEDASHEDBOUNDARY DIAMETER: ANCHOR DIAMETER 11116'.
SHEETS 5-20 FOR THEANCHOR (4c,
DISTANCE, MMIMUM ANCHOR HOLE
CWHERETO DIA14ETER: ANCHORFFAMETER - 1115'.
J Ouu- CREATE F4UP.
.37V-
I MIN .
SEE DETAIL F.
-SHEET4
.375'
FMIN.
.376
MIN.
376.
------
--- --------
f
---------------------
�RWUCTRLVISSD
s�complyin,viOdcIFUxidh
Suddun,��
.ton
E,
By
02�
6+004'
4.6W
543V
— - — - — - — -
M �st
5.4 w
I
", 0 LINN
...... . ... . ze&",
TXTX.27
MULLION
Gw3-T6AI-UM
I
No. 1.8705 . 't
X-SECTION
MIN.
C F
U�CUP
M MOLE CLIP
4OW 1, N-
STANDARD CUP
606�Tmulm.
6063�MALUM.
G�Te AUJM.
TOP VIEW
USED FOR r X W MULLION, SHEET 17
TOFV12W
TOWAM
P.E.
FL P.F+# 58705
EXAMPLE 1, SINGLE VERTICAL MULLION
LMOTH
I
THE BUILDING SUBSTRATE 15 MGM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1W. THE OPENING REQUIRES A DESIGN PRESSURE OF N.01-60.0 POP.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72- AND THE OPENING WDTH IS 32132.1 - =W. REFERENCING GlEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 2-1/4' AND W111 MEET OR EXCEED WE REQUIRED
DESIGN PRESSURE OF .60.01.60,0 PSF. IF THE TABLE DOES NOT SHOW THE Emu SIZE. USE WE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE V X 2.75- X.3T5- MULLION (LENGTH = 72% OPENING WIDTH = 70`� MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS It-58.3 PSF MDWOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4& SHEET 8, THE 1- X 2.76- X.65� MULLION (LENGTH - 727, OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF .1-72.7 PSF MICH EXCEEDS WE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION NOTE THE ANCHOR CAPACITY REQUIRED OF US LOS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARDOUPWIN(4)#12ANCHORSANOTHEM
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF US LDS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DEEIIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMSM FINAL DESIGN PRESSURE REQUIRES THAT WE BOTH WE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN AGCOROMIDE NTH WE
INSTALLA110N SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE. WE DESIGN PRESSURE REQUIRED WAS .1�60.0 PSF. WE OVERALL MULLION
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAW BEEN USED TO CALCULATE WE
�1,-MUL WIDTH -,(UPBF)+iUbLU5 = 524.OUBS (MAYSEUSMTOQUALIFY#10STE&SCRMSFROMTMLE4B)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL. THE "�DOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES A
DESIGN PRESSURE OF .50.01-55.0 PSF.
LBS.AL11ERNATIVELY.
1) INITIALLY ASSUMING THAT A V NOE MULLION IS SUITABLE, THE MULLION LENGTH IS 32�72�1 --10P AND THE OPENING WIDTH IS 3913W�l' r7T. REFERENONG SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLIONWAT IS AT LEAST THE WINOOWFRAME DEPTH OF 2-3AN'MDWU-
EXAMPLE 2: MULTIPLE MUI-UONS
MET OR EXCEED THE REQUIRED DESIGN PRESSURE OF .50,0)-55.0 PSF. IF THE TABLE DOES NOTSHOWTHE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE V X 2.75' X.375P MULLION (LENGTH iOV, OPENING NOW SO-) MEETS WE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE S.1-15.1 PSF
.U-WDTl-
AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. I
FROM TABLE 12A SHEET 16, THE r X 4- X.26T MULLION (LENGTH iOV, OPENINGWIDTH W) HAS ADESIGN PRESSURE OF -1�.7 PSF MICH EXCEEDS THE REQUIREMENTS
SEE
FOR THE OPENING AND MY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS.
jjjl�
RNSIR"llo. NSM
yQ
F3[
-M,NOT7rASPRIZ GO L
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2- TO WE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS W.W.2� M BY
2
pmmcm 2
ASSUMED. VERIFY THATWE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, WE WNDGWWIDWSMAY SEREERCED TO MAINTAIN
AF, AL
APPROVAL
THE 7T DIMENSION (35-10+3�IX+T-73').
MULLION
LENGTH SEE
DETALS, DETAILS,
SHEETS
`MGHT
POR
..B.
MULUGH
2) USE TABLE 110 TO FIND WE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN WIS EXAMPLE. ASSUME WE POURED
CONCRETE HEADER AND SILL ARE B' WIDE. IF WE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MOST K TAKEN TO "WAIN THE FASTIENEFC3 EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 311W ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2- GIVES AN ANCHOR CAPACITY OF ISM USS MICH IS GREATER, AND
THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 071 MS.
FOR THE HORIZONTAL MULLIONS,
BECAUSE THE VERTICAL MULL WILL BE A r X r X.250- MULLION. IN THIS EXAMPLE WE WILL MAT. CH WE HORIZONTAL AND VERTICAL MULLIONS. ALTERNkTIVELY. MOTHER
MULLION TYPE GOULD K CHOSEN.
MAY BE
rRoDUcTREvisED
.1 �idS ilo FIlb
)THE MULLION LENGTH 15 3W AND THE OPENING HEIGHT IS 32-.72'.2- =10T. REFERENCING SHEET 25, WE COLUMN USING TRAPEZOIDATRIANGULPR LOADING
iloildinSCUe
USED. FROM TABLE 12A, SHEET 16, THE Z X V X.250- MULLION (a LENGTH - 42'. OPENING HEIGHT - 12UI HAS A DESIGN PRESSURE OF -1-170.0 PSF MICH EXCEEDS THE
10.0'zib.
A� No 0.3
REQUIREMENTS FOR WE OPENING AND MY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 Les.
"p-S'S
' Pi.fi- DdS aozl
SME
L
OSTAIILS,
2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR QUAN71TY AND CLIP TYPE REQUIRED FOR THE ONO SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8-
y
.11.1 �-Wlllllll'
"SETS ...
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN WE W. CAPE MUST BE TAKEN TO MAINTAIN THE FASMNETS EWE DISTANCE. USING THEM ANGLE CLIP 3 WITH
I.. ". P�
2.
(4) 3116' ULTRACON ANCHORS ATM EDGE DISTANCE OF I- GIVES AN ANCHOR CAPACITY OF 54D LBS MICH IS GREATER. AND THEREFORE SUITABLE� FOR THE REQUIF IS,
Y . A I 4
.
MCHORCAPACUYOF521LSS.
Z
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12B FORWE U-CLIP SHOWS WE ANCHOR
CAPAClY IS IS14 LISSMEN USING 3 ANCHORS, WHICH IS GREATER.AND THEREFORE SUITABLE, FORTHE REQUIRED MOKORCAPACRY REQUIREMENT OF $21 LB& WE
, . .
cc( qS'
op ENNGWIMHFORVEFTICAI!�
ANCHOR TYPE IS A#12 STEEL SCREW.
63705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
-/�T PSF FROM WE VERTICAL MULLION;
f(- -
-1-170.0 PSF FROM WE 36- HORIZONTAL MULLION ATTACHING TO CMIJ;
lti�
11-170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO WE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS 0-64.7 PSF AND WOULD APPLY TO ALL OFTKE MULLIONS.
r,i
VEMFYTHE 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 ASSENISLY. FINAL DESIGN PRESSURE REQUIRES THAT WE DOW THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ILI P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MD FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 58705
jpAr NVE 0
--
—la
�l
move
"Ji
0,
�
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
StLl- OF WINDOWS NOT ANCHORED NTH INTERSECTING HORIZONTAI. MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF VANDOWS NOY ANCHORED MIT INTERSECTING VERTICAL MULLION
li0 1 OF
I
00,
0
m'0006,01011
HINGED
0
DOOR 1
0
001
LCADINGOFWRTIGALMULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED "TH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDAI-TRIANGULAR LOADINGL
W-lauffArwarAl
I
NEW-111
I
LOADING OF �OTIZONTAI. MUL6ON
F'o 1010,
opold
0
[F
0"
oo
Fl
OP0400�0
0
lo3ml
40
'S
mWill-
LOADINGOFVERTICAL
MULLION
PW
LOADING OF VERTICAL MULLIOW
n ILI 6
LOADING OF HORIZONITAL MULLION < -5
z
z
go 8t
z
L)
LOADING OF HORIZONTAL MlJWON LOADING OF HORIZONTAL
MULLION
NOTES,
�GQUCT REVISED
1) DMWIKGS ARE
RERESENTATIONS OF TYPICM-
Pw CONFIGURATIONS.
CONFIGURATIONS NOTSHOWN
MAY BE EXTRAPCI�TED FROM
By
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
RECTANGUI-ARLOADNG.
C'EIISS'
3) SEE PRODUCTS APPROVAL FOR
N., 5670"
ACTUAL ANCHOR LOCATIONS.
LOADING OF HORIZONTAL
A- LYNI W4IR',W.E'.
MULLION
F. . . .
Florida Building Code Online Page I of 3
SCANNED
BY
gl N
St. Lucie Count
" &MM3
M
Y,V,V"
i A l. WE §0
BCIS Home Log In User Registration Hot Topics i Solmr, 5-rharge Stan, Is Fact, Publications FBCSteff � BCISSitaM., i Ime, Search
I bda provat RECEIVED
p r a- 01, 1 p.r.o. pu cHA
Proli,ct "onoval Merty > Prodort or A mrication Searisr > I,. SEP 01 2017
FL # PERMITTING
a
Application Type St. LUCie County, FL
Code Version
Application Status
.�A
I �,ro R Approvals by DERR shall be reviewed and ratified by the POC
or vV "
a croonslion if necs�sary.
Comments
Archived
Product Manufacturer PGT Tud u5ude�
u �U`
0,0 T In
Address/PhomidErrail i0i Tec1n Inag y Driv
N fient, V c ce , agy 'Uv
orth Venice, FL 11 5
- sl: 22318
druark,dWindustries.corn
Authorized Signature lens Rosowskl
jrosawski@pg6ndustri�.com
Technical Representative Jens Rosawski
Address/Pnone/Emati 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 EA 21140
jr0sowskiiapgUndustries.com
Quality Assurance Representative
Addrens/Ph.do/Em.11
Category
Subcategory
Compliance Method
k or L�thg
Certific:�Uon Agency
Miami -Dade SCCO - CER
Validated By
Mi.m,-Dade ECCO - VAL
Referenced Standard and Year (of Standard)
I
Equivalence of Product Stiurdads
Certified By
ProductApproyal Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
TAS 201, 202, 203
Method I Opigin A
09/07/2016
09/2112016
09/25/2016
Year
1994
http://www.floridabuilding.org/P.�/pi�_app_dti.aspx?pararri=wGEVXQwtDqu3mwFvZ35V... 8/30/2017
Florida Building Code Online
Page 2 of 3
Summary of Products
FL #
0— a' an a' or Nam.
Description
243.1
fi,�V("Rp�-Irmpact)
Aluminum Fixed Window used win Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in Hi Yes
FILZ41 _Q62� 20�gf
AD roved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2018
Design Pressure; N/A
Installation Instructions
Otheri Please see the Miahi County Notice of Acceptance INCA,
F124, Ril U 1 6-17629 10 "1
for product performance information, anchorage recalls, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.2 ICA-740 Fixed (1-ame Missile Impact)
Aluminum Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R19 C CAC 16-0629,22�M
Approved for use outside HV"Z: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/11/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 Rig 11 16-0629.22nd
for product performance infacrination, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.3 JPW � 220 (N.n-Impact)
Aluminum Fixed Window i
Limits of Use
Certification Agency Certificate
Approved for use in HVHZt Yes
FL243 R19 C CAC i6-0505,012df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/18/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miaffii�Dade County Notice of Acceptance (NOA)
FL243 Rig 11 16-0505.03fid
for product performance mirormaidon, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.4 JPW � 520 (1-arge Missile Impact)
WinGuard Vinyl Fixed Window,
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R19 C CAC 11-0612.13aulf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
01/08/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami�Dade County Notice of Acceptance INCA)
FL243 RIA Ii 15-0612.13.od
for product performance infaffirabon, anchorage details, and anchor
Verified By: Miami!Dade BCCO - CER
type, size, and spacing information
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.5 JPW - 620 (N.r-Imp.ct)
Aluminum Fixed Window
Limits of Use
CertHication Agency Certificate
Approved for as. N�Vhc Yes
FL243 Rig C CAC 16-0629,13,od
Approved for use ourts;
Quality Assurance Contract Expiration Date
Impact Resistant: No
QZ/19/2019
Design Pressure: NIA
Installation Instructions
Other; Please see the Mianf-Dado County Notate of Acceptance (NOA)
FL243 R19 11 16-0629.13od
for product performance mirtumnation, anchorage di and anchor
Verified By: Miami -Dade SCCO - CER
type, dice, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Thundl Party:
243.6 JPW - 720 (Large Missile Impact)
Aluminum Fixed Window,
Lim its of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 Rig C CAC 16-0629,14.,of
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2019 1
Design Pressure: NIA
Installation Instructions i
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 11 16-0629.14.pd
for product performance Information, anchorage details, and anchor
Verified By: Mana-DaCe BCCO - CER
type, size, and spacing information.
Created by Independent Tbird Party:
Evaluation Reports
Created by Independent Thind Part,;
243.7 JPW - 820 (Urge Missile Impact)
Aluminum Fixed Window
Limits of U58
Certification Agency Certificate
Approved for use in HVHZ; Yes
FL243 R19 C CAC 16-0629.14,pof
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
02119/2019
Design Pressure; N/A
Installation Instructions
Other: Please see the Mlam(.Ddde County Notice of Acceptance INCA)
FL243 gig if 16-0629.14.od
for product performance infoir-Mation, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Mandl Party:
Evaluation Reports
Created by Independent Third! Party:
2418 JPW�2720 (Large Missile Impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 RI- C CAC 13-1125,04,Ddf
Approved foruse outside HVHZ; Yes
Quality Assurance Contract Expiration lat.
Impact Resistant: Yes
08/11/2020
Design Pressure: N/A
Installation Instructions
Other; Please see the Miami -Dade County Notice of Acceptance (i
FiJ43 RI9 11 13-1125.04,pd
for product performance Infinniration, anchorage details, and anchor
Venfied By: Miami -Dade BCCO - CER
type, size, and spacing Inforanation.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.9 _12V,�3070 (ILame Missile Impact)
Architectural Systems Aluminum Fixed Window
Limits of Use
ertification Agency Certificate
Approved for use In KVHZ: yis
FL243 R19 C CAC 15-0609.06 LM,od
Approved for as, outside Wki Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/16/2017
http://www.floridabuilding.org/pr/p�__app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 8/30/2017
Florida Building Code Online
Page 3 of 3
Design Pressure: N/A
In I.H.U.. Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (PICA)
E�43 R19 11 15-060l I Wed.
for product performance information, anchorage cal and ancho r
V, -,filed By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Ifinind Party;
Evaluation Reports
Created by Independent 'Hund Party!
243.10 IPW-3020 (Small Mlssfle Impect)
Architectural Systems Aluminum Fixed Wfirdow
Limits of Use
Certification Agency Certificate
Approved for use In HVH�. Yes
FL243 RIG C CAC 15-06199.Q7 SM,df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/1712018
Design Pressure; NIA
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NCA)
FI-243 119 IT 15-0609,07 SM nor
for product performance Information, anchorage catuals, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party;
243.11 PW-5420 (Nmr-Imeact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R-9 C CAC 16 _062q -1 gfif
Approved for use outside KVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistanti No
04/30/2020
Design Pressure; VIA
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance INCA)
FIL2.43 Rig U. I&0629.11.mff
cram ul ormance information, anchorage details, and anchor
Verified By: MiamFDade BCCO - CER
type, size, and spacing information.
Created by Independent Tthircl Party:
Evaluation Reports
Created by Independent Third Party:
243.12 JOW-5440 (Nod -Impact)
Vinyl Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R�9 C CAC 16-071�.20.od
Approved for use outside HVHZ; Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miani-Dade County Notice ofAccaptance (NOA)
`1_24� R19 IT 16-0714.20,od
for product performance information, anchorage recalls, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.13 IPWz5520 (1,ame Missile impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ; Yes
R.243 Rig C CAC 16-CG29.12.nd
Approved for use outside H'JHZi Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
Design Pressure; N/A
Installation Instructions
Other; Please see the Miami -Dade County Nottce ofAcceptance INCA)
FL243 R19 11 16-0629.12nd
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third! Patty:
Evaluation Reports
Created by Independent Fbird Party:
243.14 dpw-5541) (1,ame Missile Impact)
Vinyl Fixed Window used with Casement/Awring
Linnits of Use i
Certification Agency Certificate
Approved for use In KVHZ:,Y&
FL243 R19 C CAC 16-071�.19,ixff
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yea
09/2412020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miamt-Dade County Notice of Acceptance INCA)
FL243 R19 17 16-0714.19�od
for producir performance isfiximabod, anchorage details, and anchor
Verified By: Miami -Dade 8CC0 - CER
type. size, and spacing unfoIrmatedin.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Patty;
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 850 487-1824
The State of Florida is an AA/EED employer. Corwrithl 2007-2013 State of Flend�. :: Pril Stamens, :; Act .. Indict Salomon :: R�fund Statemen
Under Florida law, email addres,iss am public records. If you do not want your e-mail address released in madame to a Pubilt-mords mal do not send electronic
mail to this entity. Instead, correct the office by phone or by additional mall. If you have any questions, please rental 850.487.1395. * Portiere to Section 455.275
(1), Florida Statutes, effective Comber 1, 2012, Ill Roamed under Chanter 455, F.S. Must previde the Department with an email addread If they have one. The
emails provided may be used Far offidal communication with the licensee. However email addrosses am public recool. If you do not wish to supply a personal address,
please provide the Department with -an email Address which can be made avallable to the public. To determine If you am a licensee under Chapter 455, F.S., please
cnim, Fare .
l Product Approval Accepts:
http://www.floridabuilding.org/pr/p�_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 8/30/2017
1 1
MIAMI.M.rl=
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)-- www.miamidade.gov/economy--
rGT 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 b , e used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid'after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade- County) and/or the AHT (in areas other than Miami —Dade County) reserve
the right to have this product 6'r material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This productij2Mmycd_a����to comply with the Florida Building
_g_od*,-matuffRng the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PW-401/620" Aluminum Fixed Window Z-1)
-AP "Fixed Window Installation Guidelines",
sheets I through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance,�umber and expiration date by the Miami -Dade County Product Control
IMPACT RATING: None.
LABELING: Each unit shall'bear a pe label with the manufacturces name or logo, city, state,
gi;
s� ' '
111Q�el/series, and followin Liamien)Z County Product Control Approved", unless otherwise
RENEWA-L of this NOA shall.be considered after a renewal application has been filed and there has been
no change in the applicable buildiiig code negatively affecting the performance of this product.
TERMINATION of this NOAwill 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, adV6&�ing or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of N i'NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NCA. 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 the request of the Building Official.
This NOA revises NOA# 15-0k8.27 and consists of this page I and evidence pages E- I and F,2, as well as
approval document mentioned abo've.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.13
COUNTY Expiration Date: February 19, 2019
Approval Date: August 04, 2016
i4 Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 034105.02)
2. Drawing No.'AM-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of..10, dated 04/12/13, with revision B dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
I
B. TESTS
1. Test reports 6:4) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and histallation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer systeinj Durasealo spacer system, Super Spacero NXTTm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on -,I) 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
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 an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 1_14114.1 7)
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 anif kUL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Jose� . Chan, P.E.
(Submitted undit NOA No. 034105,02)
Manue e z, P.E.
act Coat 01 V
Product Coat ol aminer
NOA No. 16-0629.13
Expiration Date: February 19,2019
Approval Date: August 04,2016
PGT Industries, Inc.
C. CALCULATIONS
1. Anchor verificaiion calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted uh derprevious NOA No. 15-0528.27)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TRFMCO P�- o. TR-14271E EPDM exterior glazing gasket complying with the
followiffig:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
) Setting Blocks, and Spacers with Option 11 exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber andfbermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D39 , 5P Test Methods for Rubber Property - Compression Set for 22 BRS
1580F.
d) ASTM D 624'Test Method for Teax Strength of Conventional Vulcanized Rubber
and Therinopjastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter,6f conformance, complying with FBC-511 Edition (2014), dated May
20, 2015, issued -by manufacturer, signed and sealed by Amhony.Lynn Miller, P.E.
(Submitted und6rprevious NOA No. 15-0528.2 7)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.2 7)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 1.1-1114.17)
4. Laboratory coj�pj[iauce letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and,07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted zin NOA No. 03-1105.02)
5. Proposal No. 16-6125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq handa, P.E.
30111101#ff "I,
1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries, Inc. for their Series
"PW-701/620'? Aluminum Fixed Window. - N.L" approved on 08/20/ d expiring
on 02/19/19.
e e z, P.E.
M
Product 01 arainer
01
NOA NtZ
Con o.76-0629.13
Expiration Date: February 19,2019
ApprovalDate: August04,2016
GENERAL NOTES: SERIES 620
NON -IMPACT -RESISTANT FIXED WINDOW
I) THIS PRODUCT HAS BEEN DESIGNED &TESTEDTO
COMPLYWITH THE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE. INCLUDING ME HIGH VELOCITY
HURRICANE ZONE (K"Z)
2) SHUTTERS ARC REQUIRED MEN USED IN WINQSORNE
DEBRIS REGICANKS
3) FOR MASONRY APPLICATIONS IN MAMMADE COUNTY.
USE ONLY M[AMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED MR ANCHOR EVALUATIONS
WERE SOUTHERN PINE. ASTM CIX) CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) AL]. WOOD BUCKS LESS MAN 1.1W THICK ME TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONA- IF UNIT IS INSTALLED DIRECTI-Y TO SUBSTRATE.
WOOD BUCXS DEPICTED AS M ARE 1 -1� THICK OR
GREATER. IX AND U SUMS CMEN USED) SHALL BE
DI TO PROPERLY TRANSFEN LOADS TO ME
STRUCTURE. MOD BUCK DESIGN AND INSI IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL CAUSING OR STUCCO. USE ANCHORS OF
ANCHORS SHOULD BE SEN-U). OVERALL I
SEALINGFIL&MING STRATEGY FOR WATER RESISTANCIE OF
INSTALLATION SHAUL BE DONE BY OTHERS AND IS MYOND
ME SCOPE OF THESE INSTRUCTONS.
6) MM. 114- SHIMS ME REQUIRED AT EACH ANCHOR
LOCATION MERE ME PRODUCT IS NOT FLUSH TO ME
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED UOADS. MOD BUCKS� BY OTHERS. MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
7) DESIGN PRESSURES'
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE. STRUCTURAL TEST PRESSURE, FRI
ANALYSIS AND GLASS PER ASTM EMM.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE VANDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. ME 3�1n% STRESS
INCREASE HAS NOT BEEN USED IN ME DESIGN OF THIS
PRODUCT. ME 1.6 LOAD DURATION FACTOR WAS USED FOR
ME EVh1.UATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME IWO CONTACT WITH OTHER DISSIMII-M MATERLAILS
MAUL MEET THE REQUIREMENTS OF ME FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERI TEST REPORTS FTL-�. W7 & 7212;
ELCO ULTRACON NOX ELCO CRETEFLEX NOA; ANSIIAFWA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL.
10) TH E 620 SERIES MY ALSO BE REFERRED AS ME 701
SERIES.
A
MAIL
DESIGN PRESSURE RATING
IMPACTRATING
SEE`=S.
EETS 24
NOT RATED FOR IMPACT
RESISTANCE
I-TIP-M-TIPMOM
47- BUCK WDTH 4B*BUCKWIDTH 48-BUCKWDM
4�1/rVIS" TH 45-114' VISIBLE 45�114'VISIBLE PROD= UD
UGHTWID UMTWDTH U"T"M . 1. , d. Fk"
B.1&'oNt,
iTS 6- M F—,D.SHEET6-' 6� MAX. F. SHUT 7 A-;7
---�B. $PEET 5
F�F H. MEET 8
C I E.MUTI
e
11E,SHEET71
-
M E 1 0. SHUT a
ZK
HEIGHT
"S"
MIELE
U
V'B'ELE sm MAX.
LIGHT
HE, W
TTHEIGHT
LIGHT
HEIGHT
L D 12- MAX. D.C. L_F. MEET 7
ir mAx 0 2-MAX. -T H. SH
r 5 MAX SHEETS V�.O.C.
FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME E IN
rION TESTE2 UNI ELEVATION (TESTED UNIT) (TESTED J
G�IDE TO SRSI
GENERAL NI�
ELEVATIONS ......... .... -- ....... ...... I
GI-AZING DETAILS . ... .. ................ 24
DESIGN PRESSURES ... ....... 21 12-Z
INSTALLATION.FLANGE :::::::5 AWL
INSTALLATION, EGI B
INSTALLATION. INT. FIN A -
INSTALLATION. INT. FIN 5
CORNERASSEMBLY ...... .....
EXTRUSIONPROFILES
PARTS LIST ....................
2
1 2
111VI.PIRM
1 3
IIwIWIG(w1Tjem,I,fm-7IWw1 —NIVT-�-)
STANDARDS USED:
:2014 FLORIDA BUILDING CODE (ABC). STH EDMON
ASTM EI300-D9
.ANSIIAF&PA NDS-2012 FORWOOD CONSTRUCTION
ALUMINUM DESIGN MANUI ADM�2010
Atq1-qjn0-n7IS2-2nIo
S"APESAS SHOWN BELOWOR SIM11-M. MAYBE USED BY INSCRIBINGTHE SHAPE INABLOCK
AND OBTAINING DESIGN PRESSURES FORTHATSLOOKSIZE FROMTHETABLESONSHUTS2-5.
ANCHORSPACING TO BE WMAX. FROM CORNERSAIND 12-O.C. I,VOI. FORAI-LCURVSDFRAME
MEMBERS. SEE FIGURE 1. THIS SHUT.
WIDTH I-- WIDTH --I [-- WIDTH ---I �- WIDTH --I
T Tr- -ITF- -71
iL- D� i L a j
F- WIDTH --i F- WIDTH -1 �- WIDTH --i
I r
T T
K-D- 10
WIDTH WIDTH I- WIDTH --I I-- WIDTH
T
im SO
All
0
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0-
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NO. 55705
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MEET 10
0
z
0
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z �'!
a
w
X LYNN MILLER. M
Window Design Pressure (+/� psq for Blow, Type I
I.Xg So, (in)
67-7iB
72
76
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88
1 02
1 N
100
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1 1�112
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-1�9.6
'e
+147S
So
+IW-II4
+101i.1101
+1MACTo
11001-1007
OW-IMS
+1001-100.6
+14)8 9
+f4I7.4
J�
-1-91+4
-14G.S
-1-78.2
.1-74.6
-140.9
-/47.3
+/AGZ
.141
-149.4
2 52
-1=-11Z2
-1001-10A
+10-102.6,+IV-1013
-148.3
+lHKi5
+/44.9
+14*.0
+/432
-14AB
-1412
-/-786
-145.3
+1.71.6
IA7+0
-1�
+141.4
-M
-14M
-/-85.2
-14U.4
f.7&8
+1458
-PM2
+148S
-Hille
56
.1=4094
.1001-1051
+140 9
+1�.4
+142.4
+/M.8
+/-89,3
-148
-1-85.4
4
-1432.7
-/-79.2
1 +1-76
-/409.4
68
+1001-101
+1001-103D
.1=400.4
f-07A �
+14Ks
-I�ne
+1.9116
1 1-lu�
1-1.
-60
74-01075
�Im-qlzq
+!mA
-1-96
"1 -11
+IHMi
+/�,3
+1416.7
+1 ,
-.1
1
62
+HDIl
-1DY-1 .
.11 1
'-`4MA
-141.
+1�.b
*i4H.2
�Hizf
I +lHtII
I *iHslij
I +1.11.b
I
M
.10,106.4
+101401.3
� -11 7"
WAGS
I
1.14RIL,
10+1�1
.14KA
+1411 �
1 .1-IRS,'I
.1-711
1 ;1
M
.10-IM
+1WA00.7
.1 ..
+/`QZ8
1�3
1 +J45.1
ftG1
1 +/411.4
+1-79,9
1
1
1
1
07-71B
-IDYAD11
+I0V-100o
.1-958
+14111
+jHa
1 -1-au.3
1 +,sH
-IHM
1 -'�EoZl
+J-7a7
I
I
I
I
NOTES
7) -BucK DIMENSIONS SHOWN FOR FLANGED WINDOWS, SUBTRACT I- MOM THE TIP-T0,TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN. RCUND UP TO THE NEXTAVAII-ABLE. SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL. WINDOWS FIND THE SMALLEST WINDOW SIZE IN TI-E TABLE Aliio� WHICH THE OVERALL DIMENSIONS COMPLETELY F
USED AT CUM,'ED
FRAME MEMBERS ONLY
@ 11-71W O.C. MAX.
EXTERIOR
W.-LITE
GLASS TYPE I
`O�DIMENSIONS MAY BE
R LEEN, ED VERT'MLY OR
H, TA'Ly AS "OWN
R IN j
LONG
SIDE
LONG SIDE
T-
SHORT
SIDE L
SHORT
slop
LONGSIDE
SH��
S I
I
LONG
SID
PRODUCT RHIASSID
B.Idm'�
�0= -
51�0
0
ma
0
0
0
z 0 m
In 0
o
z
0z
W
0
of
0
z
z
z
W
L3
x
VAndow Design Pressure (-/-, ps!) for Glass Type 2
L.n, Sid. (h)
67-M
72
76
SO
m
as
92
195 J
100
IN
i0o.112
112
116
120
124
10
IJ2
IN
w
144
30
.101AW
.1M.150
11001-1N
32
-IM-147.2+lM-144.6+10-IQ.5+1=.1406
-1py-139
+10-135
+1001.133.9
+10W.133
+1=�131.7+IM.131�3.lM.l3O5+lM.l2R8-IM�129.2.1=-126.6
+1001.128
+M-127.5-1=427
+1001-126.6
-IM-121
-1001.120,5
ODY-120
36
-IOW-136.1
-IDY-133.3
-10YA31
-IDY-IN
-IM-127.5
71M.1251
_+rW._124'1
W-123.1
�19011
10014209
+101-110.7
+10-119+1
-IMAIS4
-10(i
-IM-117
+IM-118,4
+100`115.8
I-IM-115.3
+10Y.114.8
+10)1-114�
38
+T=431,15
-1011-125.7
+103I-IM.3
+I=-124.2
-IV-122.4
+1001-120A
-1=.119.4
.1 .. "
++100(415.9
-101-114A
-IDDI-114.1
001-113.3
+1=412.5
+101-111.3
+I=-II0A
OMANI)
.10111AWA
4D
0=427.8
+IWI.124.6
+100I.IVA
.10IN-IM
+1001
+109-116.5
.10DIAIS
+10Y.113.7
+IOW.112.5
1001-111.4
+101-1101
1111
*IW407.7
+IM.105+5
+10I)AUKA
+1001-102
+101-1006
JI
.148
42
OW-124.1
-IM-121
+1=418.4
IDW.116.2
.1=414.3
-IM-112,6
.100f.111.1
0=409.7
-1=-IW.5
+1001.107.4
+1001-10SI
+11301.105.5
-1001
-1461
+/�X
+141.9
-/-912
-141.6
11-90
"F9.2
.1�1
M.6
+14K).9
+14a.?
+1438.5
-/4M 6
46
-1001.118A
-1011-115
-M-1112-10W.109.8.101-107.8
.11)01.106
.10-104.3
I-im-im.9
Im�101.6
+Im-Ioo5
+1-9ei
+IMS
+1_96
-14Z5
.1-89A
/4&3
-fQ3.7
-141.B
M-80 2
+1485
0
+10X-116
-IM-112S+1M-ID)S+IW-1D7.1
-10(1-105
-101f-IM.1-IM-101.5
-1-100
.1-931
+147.5
.1-05
'J�
+14we
INS 2
+143
-t4MS
+f-re
.1-77A
1/-75
50
+10-114
+IDDI
+IM.107.3
+1001-M7
001-1025
+1001-100.6
-1-98a
+147.4
11-95
+(41.8
.1-03.3
+142.7
.1491.8
.1.8&7
.14A
+/_81.6
+1-79.1
.1-741
52
-IOU-112.2
-M-108.4
-1 AM.2
-M-1016
-IM- 0
+168.3
..
+_ .
+ I
. .
+ 0.8
+140 2
+1892
ASA
+ 8
.1�806
1.78.2
-f-75.6
54
711
+1001-1011.7
000f-103.4
+11)(1
-1-98.2
fS6.2
+1-N.
��S
tsla
+/a
#14L 5
7�8
+1�0
"I"S
+1'Ba 1
0.8018
.1-77.6
W
+103f-IMA
+10100.101.8
+1489
-1-96.4
+1.94.3
+1.92.4
.1-908
+1893
3 1-
+14 6�4
4L
1 .7
+14A.7
+143.9
+14P
+14H.2
58
+I=-10&4
-100I.IMS
.10.10IIA
�107.4
+I�X
+)4Q.6
-/_906
+I�s
+187+4
-Aal
-1�8
+141.8
.1-61
�Iw-tue
001.1m.0
IA19.1
+1-96
-1413
�Nel
+1419
147.3
+1415.7
+184a
.142.6
+/.82
+1_80.0
.1-80
62��
-M-1069
*IM-102
-146.1
� It -NA
Lq.2.
44�87,6
t858
+f-Ml
./4Z7,
+1811�
+14M.3"
�1-79.2
+1001-IN.4
.101.101.3
-1-97.2
+I.NS
4 +14@S
�4/4584
�+I�4
7��J
��I 3
/-79s,
- N-78.8
IS
71-M-AX1
;_1001 _1WJ
__;I_�4
+i4K2.8 -
+/� 8
- -1417.a-
+/-S&I
+1�3+1
-141.4
H-79.9
III
-II
+IWAM3
-IS5S
-1-92.1
.1.88
-148.3
-f.54
+IV
+/�a
I.NJ
NOTES:
T) GUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM TIRE TIP�TO-TIP DIMENSION TO DETERMINE TI[E BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXrAVAII_ABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOI THE SMALLEST WINDOW SIM IN THE TABLE ABOVE MICH �E O�RALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE DIMENSIONS My BE
ORIENTED WRTICALLY OR
HORIZO I
LONG
SIDE
LONG SIDE
SHORT
SIDE
SHORT
SIDE
LONG SIDE
SH RT
�D
0 1
LONG
S D
I I E
4 SHORT
SIDE �_
5
=v
0
'5
UI
0
Z U- UL
0
F
=a
0
Lj
In
LU o
E5
5ma
Cj 0
Z Q� z S
0
0
m
z
X
0
I,
0
.
Z
77R5
z
I,
I,
0
§
in
z
S2
Ul
A. LYNN MILLER. P.E.
PEe U706
Window Design Pressure (+I-, psl) for Glass Type 3
Len, SIQ
in)
67-71B
72
76
80
54
BB
1 92
92M
N
"W1
100
IN
IN
les"O
109.W
112
116
120
124
128
132
136
IQ
14
30
.1001-150
0001-150
IVY44SS.IDa-I471.I=-IQ,I
+1=-IU.7.1=.143.4.IWI.142,2.1=.1412
*'j 14' 4
*' 42 2
.1001.1Q1
OW 'Q 2
+'M-13'
+IM.139
+lixi-138.6
-IM-137.8
-1001-137.1
+10V-136 5
IW435A
.10GI-135.4
-1DY-134a
+IMAMA
-IM-1319
32
.10-147.2
-1001-144A
.1=-142,5
-10-140A
+1001-139
.1=-137.5
+I=.130.2
+'_ "' 2
+1001-135
+1m-'3'
.103'.133.9
+IDYA33
'--lM
0001-131.7
13' 7
lW-131.3
-IM-130.5
+1=428.6
+I=-128
+IN.127.5
+1=4V
+I0Y-ImS
34
+IW4413
1001-138.6
+10a-136A
+IDW.134.5
+1=-132.7
+100f-131.2
+,_-'2g 9
+1001-129 9
+1--12B7
+1001-12S7
41W.IU.6
-1001-126.0
o" 126 a
-1001-125-1
12' '
-1011-124.8
.1001-124+1
.1001-123.4
+1001-IM7
+IM-122.1
+1=.121.5
+10V-121
IWI-120.5
+1=-IN
36
-IM-136.1
-1001AMS
+1001-131
+10Y429
+IV.127.3
+1001425.7
124 S
I=-1124.3
+1- 121 1
0001-123.1
+lW-lZ2
-
-I001-120a
9
+'--' 1 B 7
+IM-119,7
+I(XV-11al
-10i
+IM-117.6
-10DI-117
-1001415.4
+10Y-115.8
+10OV-115a
-1001-114.8
+IM-11U
38
I=-131,6
ID01-128.7
-10U-IM.3
ODY-124Z
+10Y.In,
41DWWA
-- .....
. 1001-118.1
ONY-117
_120
+1001-115.9
0" '15 -
+'-'-"4 a
+1031-1141
*10a-114A
.11)(1-113.3
+IW-112.6
110DI-111.9
-1901-1113
+103/410.7
+1001
111)(Y-109.6
.1001-1091
Q
+I=427+6
+10B-124A
+10Y.122.1
.101f-120
-IM-118,11
+I=-116.5
I.M3
1001-115
+1001-113.7
'I0Y-Ii2S
-10Y IIIA
-1001-110.1
1 a 1
-1001-109.5
-lW-10&8
+10X-108
+ION-107.3
+1=406.7
+1011406.1
.1001.10.5
+1001.106
11"4M.5
42
+IW.1241
.10-121
"
+1001-121
+IM-117a
+1=415.2
+10Y4119
-1=410.9
+lGa-109.1
IKV-107S
+1001.106.1
.1001.104.9
+1001-103.8
+1001-102.4
+1=.lM,O
+10af-101
+M-1002
+1.0,5
+1-98.8
�1-o8Z
+)-97.6
+/-97.1
+/-9SS
4
+IM4184
+10N�115
+1001-1121
+In-108
11=407.8
-IM-105
00-101.3
+IWAMS
+1"-101.6
+1001-100.5
+/-9SA
.1-98.5
+1-97+6
+1.90.9
ml
+1-85A
-14KA
.1-51.2
-/-93.6
Q
-IV.116
+1001-112a
-I=-109.6
+1001-107.1
-1=405
-10Y-1031
+IW-101.5
+1400
+1-68.7
-J�975
+/-961
.1-95's
+1-94S
+14318
-1,03
-/-9Z3
-1-91.7
.1-9111
+1-905
-1-09.9
So
+1001-114
: /�a
+147.4
.'-BS
+I-S4 8
-1,931
.1-92.7
+1_91.8
+J�D 9
+/�.2
+/49.5
-1-88.8
-1�88.2
+147.7
52
B a
+IM.6
+/-N+o
.1-13.6
.1-OZ3
+/-90.8
.1-0.2
+t�2
+1�85,41
-1-87S
-f-86.9
. .'-B.
-/�a
-"
7100f 1107
-14112
-I-9S2
+104
.1-928
0-01.3
+1`()0
+/418 B
-1�.S
+1416.9
'MIB
+166.2
-1-84.5
1 -/-83.8
1
SO
+1031-1094
.1�3
-1419.3
+)�
+14$8A
A857
+t�.7
+1�a
+/�.3
58
.1001-10114
+/-NS
+147.4
+/mA
-/-64.4
+/-83.8
. .8
. 1,
.141
60
.1031-107,5
77 -.7Q,
+185.7
1
+/�S,
.1�82
+14W.9
+140
.1
BZ
+10101=1069
�.'.aOA 4
-1-M.2
R
.141 t
nil
.1-403
.1-792
m
66
-1=406.1
-1�.3
67-71B
+104% 1
+1-86.3
NOTES,
1) BUCK DIMENSIONS SHOWN. FOR FI,ANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION
3) FOR ARCHITEMRAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE MOVE MICH THE
IX16-NOM
GI -ASS STACK
3116' TEMPERED GLASS
7/16- AIR SP
FRAME MEMBERS ONLY " I
@ 11-7;a' O,C, MAX. GLASS BITE
EXTERIOR
GLASS TYPE 3
TO DETERMINE THE BUCK DIMENSION.
O�RAUL DIMENSIONS COMPLETELY PIT WITHIN.
TABLE DIMENSIONS MAY BE
'L,
ORIENTED VERTICA Y"
HORIZON
j
LONG
id
SIDE
LONGSIDE
SHORT
SIDE
SHORT
SIDE
I-- LONG SIDE ---I
-F- =
SHORT
SIDE
-L-
E j
LONG
S D
I I E
SHORT
SIDE
UI
>
-;C7
0
0
6
0
z
Ld
00 x
UJ
LU 2 0 m
1- W 111 0
V10
> d Y
0z
.
2� 11�
0
0
-
w
0
W
""S
9
z
OC
iE
0
0
Z
z
0
z
W
EDGE
DISTAN(
INSTALLATION
TYPE A �V
WINDOW EXTERIOR
BUCK
HEIGHT
HEIGHT I VISTELC
. I LIGHT
2�C
L
EMBEDMENT
uWOODBUCKSTRip
OR FRAMING. SEE INSTALLATION
NOTE 2, THIS SHEET TYPE C
EMBEDM
114�
NT SHIM
- �GE
ST"
ST"
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE.
SEE TABLE 5. THIS SHEET
A'STANCE PER S`UBSMTE.
SEETASLE5.THISSHEET
ED AT CURVED
EXTERIOR
AME MEMBERS ONLY
4
CO E
PE C R
�ISISUELIGHTWII)Th
RE IRE ENT
WINDOWSUCKWIDT11-2,3W
WINDOWSUCKVADTH —
--- NNOOWWOTH
114- MAX. SHIM
HORIZONTAL SECTION A -A
.
BELIORILMI 12 STEEL
(G5), SEE
TH
SENDING EXTERIOR
MIAMI P \7
(SEE SEPERATE NOI ALUMINUM,
STEEL FRAMING OR STEEL STUD
SEE SUBSTRATE PROPERTIES, <
TABLE S.THIS SHEET
TABLE 5
INSTALLATION
TYPE S
MSEDME14T
EMBEDMEN
EDGE
TMC
MNCRETS/CMU
PERANCHOR
REQUIREMENT
A.W
S.Intraw
Min.EOP
DWI
MI,_EYW.o
M.�O.c
spub;
112 OFA14 410 SS StroW
PJ. SQ,ANom PIM PrQ=U.o`U
o"o,
I.o,
I,-
- Wool.. W�15 ink.
wr
0AX3`
12.
A. .1o.
lo�
Vl�
S..I St.. G, m I.,
aw
awy (is 0.) -
IT
012 or 914 Stini Scrorm (GU
S.""'o. PI. (Ro 55)
IT
�7—�ln.m, MI-11.17
IT
AM Stool
IT
—1114'
11C 410 SS CmdeFlm
2 112�—
�
v
==��
iLVe
IT
IT
Iw S�l Urb�.�
1 U4EVOU
I/T
4le
I IT
"ll
'�r
IT
11v
1�1
IT
lXWOODDUCXSTRIP, wlr s'Iol Ut. 1 1 .", 14VV IT
SEE' NOTE 2. THIS SHEET MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
CONCRETE PER
ANCHOR INSTALLATIONNOTES7
REQUIREMENT
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUMS DEPICTED ON THIS SHEET AS 'lX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-In'. 1X WOOD SUCKS ARE
INSTALLATION I-- EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTAU-ED DIREMY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS � ARE I-lQ' THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTAU-NnON TO THE SU BSTRATE OF WOOD BUMS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE 6 VERTICAL SECTION B-B SUBSTRATE, SEE TABLE 6, THIS SHEET JURISDICTION. 1
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FU" SUPPORT TO THE WINDOW FRAME.
i
C IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM I
0
0
0'
W
ILL
1— 0
(D
=N
cj �
0
z
.
z c. z
No
0
0
0
6
z
z
z
0
§
w
C,
W
rD
z
X
A LYNN MILLER. P.S.
P.El W70
EDGE
DISTANCE
INSTALLATION
TYPE E
A 4
EXTERIOR
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
2X WOOD BUCKSTRIP
INSTALLATION INSTALLATION
OR FRAMING ' SEE
TYPE G TYPE F
NOTE 2. THIS SHEET
MBEDMENT
1X WOOD SUCKSTRIP,
MBEDMENT SEE N
i[v MAX
SHIM TYP. ANCHOR TYPE, EMBEOMENT AND
E EMBEDMENT
MBED'
EDGE DISTANCE PER SUBSTRATE.
SEE TABLE 6, THIS SHEET
EDGE
DISTANCE
EDGE
6
DISTANCE
1/4' MM
SHIM
2 SHIM
TYP.ANCHORTYPE.
G
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET
EKTERIOR
USED AT CURVED
FRAME MEMBERS ONLY I
12)9all�wo.O.MAX.
12
4
'R
�,,VZIBLEL IGKTWDTH-1
NOON BUCK WIDTH � 2-W�
If N"DW BUCK WIDTH
CONCRETUCIAL)
HORIZONTAL SECTION C-C
PERMCHOR
1/4-MAX. SHIM
REQUIREMENT
#12STEEL
2-14- INSTALLATION
TYPE H
j �jr EXTERI011
MIAMI-OADE APPROVED MULLION
(SEE SEPERATE NOA). ALUMINUM.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 6.THIS SHEET
TARI F R
ArKW,
st,b.�
MI
GmEdIo'
islance
mir.Emloedment
M.. OG
S.1r,
#12 or #14 410 SS Somw
_P'T Soothe. -Rn. (SG=O 55)
WIV
I -�W
IT
A;Jolnm, W83-T5 roln.
wr
6 ��
AN Stt,ot
Y8.
0.0w
Steel StW, or. 33 min.
ww
Saw (18 0.)
12"
M2 or 914 Stwl Sc� (GS)
P.T. SoutWm Pine (SG=0,55)
W16.
1-wo'
12-
Alurrin., W63�� Minm
ArIG SN.1
we
we
Dur
00M.-
12'
12'
Stool Stud. G, M .1,
wr
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MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATIE.
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT
IEDGE
ANCHOR
INSTALLATION NOTES:
REQUIREMENT
1. USE ONLY ANCHORS LISTED ON �IS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
INSTALLATION
TYP. 'ANCHOR TYPE. EMBEDMENT
AND EDGE DISTANCE PER
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'lX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I -la. 1X WOOD BUCKS ME
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS �VARE I-10 THICK OR GRITER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVI
TYPE F DISTANCE
SUBSTRATE, SEE TABLE 6, THIS SHEET
JURISDICTION,
VERTICAL SECTION D-D
S. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROVIDE FULL SUPPORT TO THE WJNDOW FRAME
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO MOLE SYSTEM, i
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TYPE L
G5L SEE TABLE 7.
THIS SHEET
2X MOD SUCKSTRIP
ft._Jl EXTERIOR
ORFRAMING ' SEE
NOTE 2, THIS SHEET
ID
1/4' IAAK SHIM
MAMJ-DADEAPPROVEDMUUJON
(SEE SEPERAT9 NOA), ALUMINUM.
STEEL FRAMING OR STEEL MO.
SEESUBSTIRVITEPROPEAVRES.
TABLE 7,THIS SHEET
Y.m F I
bMEMBEOMENT
EXTERIOR
Anchor
suicaft,ta
Mr. Edge
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11T
51
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P. ANCHOR TYPE. EMBEDMENT
-MD
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EMBEDMENT EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 7, THIS SHEET
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'Ir. ME BUCKS WHOSE TOTAL THICKNESS IS LEM THAN 1-ur. IX N
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOW BUCKS DEPICTED AS � ME I -1� TF
VERTICAL SECTION F-F
INSTAULATION TO THE SUBSTRATE OF MOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORI
JURISDICTION.
3. FOR ATTACHMENITO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROVIDE FULL SUPPCIRTTO THE
4. IF APPLICABLE LOWER DESIGN PRESSURE FROM EITHER WINDOWOR MULLION NOAAPPLIESTO MOLE SYSTEIA
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DISTANCE /� NOTE 2, THII
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SHIM
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TYP. ANCHOR TYPE. EMBEDMENT AND
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FRAME MEMBERS ONLY I I
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SEUF�FULUNGSMS
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L
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M
M'
DISTANCE PER SUBS'I
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V4'MAXSHIM MAMI-DADE APPROVED MULLION
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5
SEESUBSTRATEPROPERTIES.
TABLE SMIS SHEET
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Ix WOOD BUCKSTRIP,
IN SEENOMZTHISSHEET
TYPE
EDGE
DISTANCE
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EMBEDMENT
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12 CONCRETECIAU
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INSTAI-LATIONNOTES:
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2. WOOD SUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS MAN 1-117. 1 X WOOD BucKs ME
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WDOD BUCKS DSPICTW AS � ARE 1-11T THICK OR GREATERL
INSTALLATION TO ME SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPIRIYVEO BY AUTHORITY HAMNG
JURISDICTION, 1
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SMALL BE OF A SIZE TO PROMDE FULL SUPPORT TO ME WINDOW FRI
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1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1629
Rg.= NOKOMIS, FL 34274
(941)A80-1600
'IFixr a
=D WINDOW INSTALLATION GUIDELIN S 1�1 4112J13
som, r
=XTRUSIONS AND CORNERS L,dJROSOWSKI
PW
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here
0
POT Pan N
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huterl.1
I
42KC
Flanged Fianna
Alum. 6053-T5
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2
4285
EqwlAegFmm
--Alim
3
4256
Imagmi Fin Freme
Alm. 6
4
4255
711V Lend. Glass Beading
Alum. 6003-
6
425,1
I.G. Glass Beading
mum
Ga
4270
Inst.R.Von Fastener ODwr
Alum. 606
6b
4224
413talfation Fastener Co,or
RgId PVC
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70589C
Gasket (Q DW corn.,jiIints)
Polyethylene
TP24718
Vinyl B.Ib "'eamembip
FVC. bum F _I
Flex 5+1
3
Dcw899.GET7MSi5cweorEquiv.
2 0_
177
1M
1 Suffingq 81,Ek, Mono. 311 W . 71 TW x P
Nsopene. Dem. AS -/-I
121
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1704AK
See.. I.G. 3116- x 1.3132- x V
NeoplanG. Dum+ 85 -1-1
IN X 1-114- FH SMS
Stalnleex Steel
781PDX
I
Stainless Steel
KODISPACE
4SG TICS
2.7W 2.7M'
.094' —1
F .074- 074.
1.37 OUT
1.875-
A3V .43T
tootr �&
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94253C. 6063-T5 94285, 6063-TS
STRUCTUIML
SILICONE
FOAIVI
%V"
DESICCANT
3/16' & 114"
40 GLASS BEADING
94258, 6063-T5
SUPER
SPACERVN)Cr'"
Part#
Description
Material
75
Kommeding 4SG TPS Spacer System
76
Quanex uper Spacer nXrwth Hot Melt
See this
Sheet fbr
77
Quanex Dumseal Spacer
Materials
78
Cardinal )t Edge Spacer
NOW
EXI
AW
050.
I.G. GLASS
G) BEADING
#�254. 6063-T5
aDURASEA
SPACER
2.78f
. _ I
ON'
070 06r
1.37
FIN FRAME
#4256, 6063-T5
INSTALLATION
FASTENER POVER
#4270. 6063-T5
SEAL PSILICON
NOLL FOWE
STA NLESS SME
En GI.ASS
IW CLASS
XL EDGE�
SPACER
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PEA 58716