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MOMIMMIMProduct Aooroval Menu>Product or Application Search>Application List>Application Detail
AR
FL# FL1435-R1
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived El
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL1435 R15 Eouiv Cert of Eauiv AAMA101-2011 To 2008.pdf
FL1435 R15 Eouiv Cert of Enuiv ASTM E1996-12 to E1996-09.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgsbCUITKel2OD... 5/20/2015
• Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 01/08/2015
Date Validated 01/26/2015
Date Pending FBC Approval
Date Approved 01/27/2015
Summary of Products
FL# Model,Number or Name Description
1435.1 SH-200(Prev.4000) Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass-
Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R15 C CAC Certification SH200 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/28/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R15 II SH-200 STD.odf
pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller,PE 58705
version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Prod Eva]SH-200.odf
Created by Independent Third Party: No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R15 C CAC Certification 200HD odf
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 Instructions for design FL1435 R15 II SH-200 HD.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Prod Eval SH-200 HD.odf
Created by Independent Third Party: No
1435.3 SH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R15 C CAC SH-400 Certifications.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/21/2017
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R15 II SH-400,ndf
pressure,size and anchorage information. Verified By: A. Lynn Miller,PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Eno Eval SH-400.odf
Created by Independent Third Party: No
1435.4 SH-500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 RIS C CAC SH-500 Certification R14.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R15 II SH-500.1)df
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 RIS AE Eno Eval SH-500.odf
Created by Independent Third Party: No
1435.5 SH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R15 C CAC 190-427.00AR.odf
Approved for use outside HVHZ:Yes FL1435 R15 C CAC 190-428.00AR.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: N/A 09/07/2015
Other: Please see the Installation Instructions for design Installation Instructions
pressure,size and anchorage information. FL1435 R15 II SH-800.odf
Verified By: A. Lynn Miller, P.E. 58705
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgsbCUITKel2OD... 5/20/2015
' Florida Building Code Online Page 3 of 3
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Prod Eval SH-800.odf
Created by Independent Third Party: No
1435.6 SH-2100 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R15 C CAC Certification SH-2100.0f
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 Instructions for design FL1435 R15 II SH-2100.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Prod Eval-SH 2100.odf
Created by Independent Third Party: No
1435.7 SH-2200 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R15 C CAC SH-2200 Certifications Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/21/20.15
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R15 II SH-2200 NEW.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Eno Eval SH-2200 NEW.Ddf
Created by Independent Third Party: No
1435.8 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R15 C CAC SH-5400 Certification.odf
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 FL1435 R15 II SH-5400.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE Prod Eval SH-5400.Ddf
Created by Independent Third Party: No
1435.9 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 RIS C CAC SH-5500 Certification.Ddf
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 design FL1435 R15 II SH-5500.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R15 AE SH-5500 Prod Eval.Ddf
Created by Independent Third Party: No
aadc Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
eClxiY
SCCUrit-mi 'mcs"
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgsbCUITKel2OD... 5/20/2015
MAX.BUCK WIDTH _
MAX.BUCK WIDTH SEE TABLE 1 '
SEE TABLE 1 28' MAX.BUCK WIDTH
28- 12. MAX. SEE TABLE 1
12" MAX. B.SEE_ MAX.I I O.C. r 2'MAX.
O.C. D,SEE 4"MAX.O.C. y
B.SEE�. MAX- SHEET 3 SHEET 4 �r L
SHEET 3
SHEET 3 I SHEET 3� i i -12_I SHEET 4
A.SEE - 12'MAX.
� i + II T II
17.867 MAX.O.C.
_-L I / 17.867'MAX.O.C.
O I I / MAX.BUCK I / �— 4'MAX. O I I MAX.BUCK
-I HEIGHT SEE I I MAX.BUCK O.C. HEIGHT SEE
�— TABLE 1 HEIGHT SEE TABLE 1 '
10"MAX.O.C. I I TABLE 1 X
Xj 4 °I I _ �' -
L_.--�---- ,I 13.773'MAX.O.C. x• ---- 1 MO' AX.O
1 -I � I / C i
A� i / A 13�AX.O.C.
t
8-112'MAX. / 6.1/2 MAX. 1
NO ANCHORS AT SILL ` NO ANCHORS AT SILL J D_-. 2"MAX. -�•{ r-
B f-- I B --
ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
(COTTAGE SIMILAR)
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL
SINGLE HUNG WINDOW 4
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. TABLE 1: l
Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY
2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X Configuration INSCRIBING THE SHAPE IN
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height Level (t)Psf (-)psf (CAR)Number A BLOCK AND OBTAINING
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 52-1/8" 84" E ual4ite DESIGN PRESSURES FOR f
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER q THAT BLOCK SIZE FROM
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THEi
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
52-1/8" 84" Std.ProVieW R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET.
52-1/8" 91-13/16" Custom Sash
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84 Equal-lite
ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" 84" Std.PrDVieW R2 65.0 70.0 190-286,1029
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8" 91-13/16" CUSfom Sash t
4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE `��\`1y'l(LYNN
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF ": ••.�(` i
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �`�`,.•'%�,GtN.SF
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. -
VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 = No.58705
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o° =
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE -33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISJ?nF " GENERAL NOTES&ELEVATIONS ?m J ROSOWSKI =-� C �_z
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 0 1 'S '
' Sl'..TE F (C/
RS THAT COME INTO
CT WITH OTHER 0
ANCHORS
DISSIMILAR MATERIALS SHALL OMEET THE REQUIREMENTS AOF THE FLORIDA CERT.OFRU7H.#29296 rt n ��F�t` •FWRIO�.'Cq
BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE o ''�ass/QNA-
N.VENICE,FL 34275 " _
(941)-480-1600 ` SH-5500 NTS ` 1 OF 4 o z° FPA-5500.0 z A.LYNN MILLER,P.E. i
rn yr P.E.#58705
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate 19116"
ge Min. Anchor Substrate Min.Edge Min.
e Embedment Distance Embedment
#10 SMS P.T.Southern Pine(SG=0.55) 13/6' 2-112'x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
(steel,18.8 S.S. Steel,A36 0.050" Max.DP of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 0.0346"(20 Ga.) 2-1/2"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0 Aluminum,6083-T5 0.050 2-1/2'x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
P.T.Southern Pine(SG=0.55) 1316'
#12 SMS P.T.Southern Pine(SG=.55) 3/4' 1J/8"
Steel,A36 318" 0.050" #10 SMS
(steel,1ST S.S. steel,18-8 S.S. Aluminum,6063 TS 3/8' 0.050"
or 410 S.S, Steel Stud,A853 Gr.33 3/6' 0.0346"(20 Ga.)
Aluminum,6063-T5 3/8" 0.063" or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.)
3116"Ultracon P.T.Southern Pine(SG=0.55) 7116" 1318" Steel,A36 3/8' 1 0.050"
(steel) Concrete(min.2.85 ksi) V 13/6'
Max.DP of 50.0 Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" ANCHOR NOTES:
P.T.Southern Pine(SG=0.55) 1" 13/6' GE-7700 OR
1/4"UllmCon Concrete(min.2.65 ksi) 1" 1314" 1)'UNGROUTED CMU'VALUES MAY DOW-791
(steel) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4° BE USED FOR GROUTED CMU SILICONE
APPLICATIONS.
Concrete(min.21/2'NOM.GLASS85 ksi) 2-112" 114" O
2)PANHEAD,FLATHEAD OR 817E TYP.
P.T.Southern Pine(SG=0.55) 1" 1.3/6" EXTERIOR
1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 13/4" HEXHEAD ARE ACCEPTABLE.
(410 S.S.) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT
Concrete min.3.35 ksi 2-1/2" 13/4" A MIN.OF 3 THREADS EXTEND
Concrete(min.3.275 ksi) 1-1/2" 13/6' BEYOND THE METAL SUBSTRATE.
t/a°Aggre Gator P.T.Southern Pine(SG=0.55) 1" 1-y6" TYP. GLAZING DETAIL
Ungrouted CMU, ASTM C90 Z. 1-1/4"
REINFORCENT TYPE A
WINDOW SHAPES AS SHOWN BELOW OR 718"NOM. 7/8"NOM.
SIMILAR,MAY BE USED BY INSCRIBING THE n II
SHAPE IN A BLOCK AND OBTAINING DESIGN IUII�._J Lill,
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB 5/16"AIA PVB REINFORCENT TYPE B
�-{ WIDTH WIDTH (►— 7/16"AIR SPACE 3/8'AIR SPACE
- r --�
1/B"ANNEALED OR 3116"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS
DURASEAL, DURASEAL, (J (J
_ _ w SUPERSPACER SUPERSPACER REINFORCENT TYPE C
OR CARDINAL OR CARDINAL
11 XL EDGE XL EDGE
—O 1 GLAZING TYPES
RADIUSTOP WOMELP(EQUAL-WE SHOWN) (PROVIEW/pRIEL SHOWN)
TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) �ai�•-•0GEN�e'
Reinforcement ti VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14 = No.55705
Upper Lite Lower Lite - -
Level Bottom To Rail Bottom Side o GLASS/ANCHOR OPTIONS o�� J ROSOWSKI =ro G{'
Rail p Rall Rails
® - `�Q'- ST TE �S:
RI B A A A CERT.OF AUTH.429298 �CORIDP.•N\�
R2 C A A A 1070 TECHNOLOGY DRIVE /O VgL E G
N.VENICE,FL 34275
(941)-480-1600 �3 SH-5500 1�1y NTS " 2 OF 4 10z° FPA-5500.0 z`z° A.LYNN MILLER,P.E.
v, REA 58705
-- EDGE DISTANCE
SHOWN A, T
INSTALLED V
THROUGH 1X
BUCKSTRIP EMBEDMENT
FLANGE � SHOWN SHOWN
FRAME ���-+ INSTALLED INSTALLED
SHOWN --- DIRECTLYTO THROUGH IX EMBEDMENT
EMBEDMENT -----� SUBSTRATE BUCKSTRIP
�aEDGEEDGE
DID� o �a / DISTANCE
i STANCE
I OPT.SASH TOP Q• Q� EDGE
I
LIFT RAIL EXTERIOR � /DISTANCE
( J
O _ FLANGE EQUAL
FRAME I _ LEG
O SHOWN f BUCK WIDTH
FRAME
HORIZONTAL SECTION A- srlowN
BUCK
HEIGHT O
1
[]� INSTALLATION NOTES:
1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
EXTERIOR 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4'. 1
O 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
OPT.SASH
i ONLY AND MAY DIFFER TO MEET DESIGN
FLANGE REQUIREMENTS.
BOTTOM LIFT FRAME 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
HANDLE/LOCK SHOWN OTHER FRAME TYPES.
EQUAL
LEG
FRAME INSTALLATION THROUGH EXTERIOR
SHOWN n
����❑ THE FRAME,INTO METAL
o U ``11IIIUIr//�/
- \ oNY LYNN
NO ANCHORS P ,.• 1,10ENSg '•.FA
REQUIRED IN a '�'
FLANGE DR = VINYL SH WINDOW FPA(IMP.-RESIST.) � 12/13/14 N..58705
EQUAL-LEG -
r T FRAME SILLS o FLANGE&EQUAL-LEG/BOX FRAMES m J ROSOWSKI =1 §;nEll
� 4Y=
CERT.OF AUTH.#29296 r a`� •'•.F/ORIDP.•"
VERTICAL SECTION B-B " "= SS/ONA�
1070 TECHNOLOGY DRIVEo
N.VENICE,FL 34275
(941)-480-1600 SH-5500 ti NTS 3 OF 4 3° FPA-5500.0 z A LYP E N 68 OS P.E.
SHOWN INSTALLED ~ � EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED
THROUGHTHE THROUGHTHE
THROUGHTHE FRAME INTEGRAL FIN
FRAME
O '"�-•�}-- EMBEDMENT EDGE DISTANCEL-
J-CHANNEL
FRAME EMBEDMENT
I '
SHOWN
�� F-1 o G=7❑ I I
EMBEDMENT
I IIRRIIIIII 11
EDGE
DISTANCE
}-� OPT.SASH TOP I
! LIFT RAIL ''IIInnIIff�� EXTERIOR
f OCJD� �a� FIN
J•CHANNEL FRAME
O D SHOWN
FRAME
SHOWN BUCK WIDTH
0
HORIZONTAL SECTION C-C
BUCK
INSTALLATION NOTES:
HEIGHT 1)SEE SHEET I FOR SPACING
' REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
I REQUIREMENTS.
R ❑� 3)MAX.SHIM THICKNESS TO BE 1/4'.
EXTERIO
r 0� 4)GLASS SHOWN IS FOR ILLUSTRATIVE '
a I PURPOSES ONLY AND MAY DIFFER TO
I 1 1 D D MEET DESIGN REQUIREMENTS.
711
Oa 5)FIN AND/OR FLANGE MAY BE REMOVED
TO CREATE OTHER FRAME TYPES. '
0 � R
OPT.SASH
FIN 1 BOTTOM LIFTDA= _
FRAME IHANDLEILOCK T��I
SHOWN _ EXT�E�R,IOR FRAME o --FIN EXTERIOR F FRAME �o;o _1
�/ SHOWN SHOWN
INSTALLATION THROUGH INSTALLATION THROUGH THE
I THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL'Dl
�y LYNN:9feEDGE
INSTALLLLED DISTANCE
THROUGH — VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14 Na.58705
EDGE
INTEGRAL FIN -z DISTANCE
e I
o" J-CHANNEL&INTEGRAL FIN FRAMES � J ROSOWSKI - u
EMBEDMENT U s :�`
;
VERTICAL SECTION D-D CERT.OF AUTH.#29296 ti N4 '-�P '•.,F(pR1OP ' !j.
1070 TECHNOLOGY DRIVE ' SS/ONAL `
N.VENICE,FL 34275
(941)-480-1600 H SH-5500 s NTS < 4 OF 4 a° FPA-5500.0 rc o A LYP E.pNIILLEI 58 OS P.E.
C,Florida Building Code Online Page 1 of 2
QfiC3 CpdtaT Fitd BCIS Home Log In User Registration { Hot Topics i Submit Surcharge Stats&Facts f Publications FBC Staff BCIS Site Map I Links Search
Businq
Frofessira� ProR
duct Approval
��(yyy U
SE :Public User
Regulation -
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17519
Application Type New
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived 01
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
9 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/20/2015
Date Validated 02/25/2015
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fX... 5/20/2015
Florida Building Code Online Page 2 of 2
Date Approved 03/06/2015
Summary of Products
FL# Model,Number or Name Description
17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17519 RO C CAC 190-1075CAR Ddf
Approved for use outside HVHZ:Yes FL17519 RO C CAC 190-1076CAR Ddf
Impact Resistant:Yes FL17519 RO C CAC 190-1077CAR Ddf
Design Pressure: N/A FL17519 RO C CAC 190-1078CAR-uncliooed Ddf
Other: Please see installation instructions for additional Quality Assurance Contract Expiration Date
product,testing,and anchorage information. 01/10/2019
Installation Instructions
FL17519 RO II 54xx-55xx Mulls Ddf
Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL17519 RO AE 54xx-55xx Mulls Eval Ddf
Created by Independent Third Party: No
Back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
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Ed ® echsc IM
sectile t'M4s`i'M M .
littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ`/`2fX... 5/20/2015
GENERAL NOTES,UNCLIPPED 540015500 MULLIONS: USE THIS SHEET FOR
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS UNCLIPPED MULLIONS
REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH yyCt�� c
SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST OPENING WIDTH,MAX.127-1/4' OPENING WIDTH,MAX 127.114' OPENING WIDTH,MAX 127-174• I
y-+ L^ LLO
INSTALLATION DS ANDARETIO BE E IG 2X WOOD BUCKS IF USED,MUST BE ANCHORED PROPERLY TO J�1-1/4'MULLID� �`1-114•MULLIO�1--1/4'MULLION-J�14/4'MULLION p�
TRANSFER LOADS AND ARE 70 BE DESIGNED BY OTHERS. -II WIDTH I WIDTH WIDTH �-7I7I WIDTH
s
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE 11 '--- - ,. -----�
MULLED UNITS. I I 1 I 01
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS f , 1I I 1111 I 1
III IIII IIS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION i i MULLION III IIII I1 N
MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH. /� i ' LENGTH. ,,y/ /�/ III /,/ IIII �,j i 1 ZO
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. KIAX j/ %i fN j y/ I I I
63' I I 63' III 1111 II '-IQ
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE I I III 111 I i I 7 2 A
SCOPE OF THESE INSTRUCTIONS. I I II I I p
I I I I o
111 IIII II W (7
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO II - ----� m (0
DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. #---- = #=-----
FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN I ~
SEE SHEET3 FOR MULL OPEMNG WIDTH,MAX 127-1/4'� m i
PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR NNECTION i
FENESTRATION PRODUCTS SHALL APPLY. Z m-F
SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS o
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD
BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS -1 J r¢
SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR o '
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
MULLION LENGTH, W
MgX.63' wIL
$9
7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR W
Q.y p
BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR ------- f7 4.
155--_--------- 0
APPLICATIONS ARE LIMITED TO WINDZONES 1,2 d 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO EQUAL-LEGIBOx a FLANGE FRAMES. I I I I o ..1 0 ]C I
SEE SHEET'3 FOR NAIL FIN d I I I I O () 0 (()
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-CHANNEL FRAMES I I C) Z to co
I I � O
8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN �� 11 Oo., vo sU)
_ 1 1 1 1-114' e>•a Ip mO ..
AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 10,MAX 1 -/ -�- MULLION -
APPROVAL WIDTH
TO FOLORIDDAITOPENING
PRODUCT APPROVAL#26MAX
NS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER _ _ _4_ HEIGHT.
I I 127.1/4'
II II
MULLION LENGTH, 1.114' '
MAX.B3' OPENING -41- -I MULLION
HETn
I WIDTH
M12TABLE1
ullion Capacity Table(IbsW)
1.25 x 3.25 X Openlrg Width or Haigh up to 127-114' MULLION MULLION I
.100 Alum. All I.oading Type! —�r WIDTH WIDTH
Tube Mullion Mu01on Capacity A=b=ge Requlrement
3.2$0" OPENING
Install4 atloNonal1Nl10ow HEIGHT,
.100' C anettors thmug0 me xlrXlow MAX. OPENING
o ry 127-1/4' HEIGHT,
rn +70.0 IbxIRT names al 10'max,on each aloe
a -70.0lbdit° of the mumowimme ma moly 7274' 1 I I III
.100" tube centenine.See figures on .0`0. LYNN
INS sheet. `
P�?r.•'•�\GEIJSe F'P
--H ego' I--{ SEE CAR 190-1078 FOR CERTIFICATION.
1.25-X 3.25"X.100• - : No.58705 _
MULLION NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE:
6005-TS ALUMINUM _r n Z =_
1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. -- 'K STATE OI° •.'•N i
'.
2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS.SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL
MULLION ;�'(FJ;^•:`L1DR1U_�•'lp`;MULLIONS '
A.LYNN MILL'EP.E. `
FL P.E.#58705 t
GENERAL NOTES,CLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR ^ n
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED MULLIONS
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
OPENING WIDTH OPENING WIDTH— OPENING WIDTH b' x C ¢
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF - _�
1. MULLION 1-1/4'MULLIO1 1-1/4'MULDON 1-, 11
2u mh O
USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. �- .�I �-
WIOTH I II WIDTH I WIDTH 1-WIDTH 11 R.
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS ( I __-_-_ fes_ o= z
HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. )
1 I I I
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN"780.THE 1/3 STRESS INCREASE WAS NOT USED MULLION / i MULLION
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH �/ i LENGTH
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
11 IIIA �1 O
INSTRUCTIONS. I I'' I it I J a N
LL
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES oo
AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO L11 --_— :'1 m Inco
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE �_ OZ
SEE SHEET 3 FOR MULL OPENING WIDTH
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. To wlNDow CONNECTION J e
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS Z =3 .g
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST O o u
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOTES FOR CLIPPED MULLIONS: MULLION LENGTH' W
1 J
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Q d I
REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES I-----------� U) J o
2A-4A.
8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING d o m
CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINOZONES 2)SEE SHEET 9 FOR INSTRUCTIONS I /�/ I /W M"' o
1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULLION CLIP 1 I %� j I 1-114' O X o `1 0
HAVING CURRENT APPROVALS. I 1 MULLION oo In Ln
3)CLIPPED MULLIONS MAY BE USED - - _- _ WIDTH U, CN ?>
9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP -_
CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR
CLIPPED&UNCLIPPED
MULLIONS
SHALLOW FLUSH SHALLOW FLUSH
MULL FACE CAP MULL FACE CAP U p
920177 #20777�� Oy C Y
2 U
FLANGE FRAME SHOWN, EQUAL-LEG/BOX FRAME {
MAY ALSO BE INSTALLED SHOWN,MAY ALSO BE
AS AN EQUAL-LEG/BOX Q INSTALLED ASA FLANGE Q
FRAME(SEE FIG.2) FRAME(SEE FIG.1)
Z> ��
Z w ¢
C a
0` o
II(�(JI
o DO DOL.✓ �D O� �L m
EXTERIOR DEEP FLUSH ���pgg I EXTERIOR Z El)c .�° s
^ MULL FACE CAP- F-� Z1 y ;
k20178 y j Oo U
_ a
v J J
FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAP FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPS can 2 _o
LU 13 LU Wi -N-
mo d
W O_H
MAY ALSO BE INSTALLED .-____--_-...___._______________________________________________________________________._.__ U) (L
DEEP EXTENDED TOWARDS EXTERIOR. FIG.4:MULLION END CAP EXAMPLE o ..1 o Y
MULL FACE CAP I p TJ tD (n
620178 Ln Z 3?
Ln C3
! INSTALL 7 ADDITIONAL NAIUSCREW o A Q
MULLION END CAP TO SPAN BOTH _THROUGH THE NAIL MN ON EACH SIDE
SHOWEQUAL-N,
FRAME 1 WINDOWS,ADHERE WITH SILICONE. \ OF THE MULLIONIFRAME ASSEMBLY U-). LI)AM
SHOWN,MAY ALSO BE Q [� I
INSTALLED ASA FLANGE I TUBE CENTERLINE.
FRAME(SEE FIG.1)
------------
\` • • • •
I�I NOTES FOR MULLION END CAP: I
DD DQ 1)APPLIES TO FIN OR
1 J-CHANNEL FRAMES.
II1f (J1� i
--------- - 2)REQUIRED AT HEADER AND i
�O OL.✓
JAMBS.
EXTERIOR ! EXTERIOR V PICTURE WINDOW WITH
VERTICAL MULLION SHOWN,
SIDE VIEW ALL WINDOW TYPES AND
MULLION ORIENTATIONS
DEEP FLUSH MAY ALSO BE INSTALLED APPLICABLE
1 '
MULL FACE CAP 1 .
620178 TOWARDS INTERIOR. I )
I r MAY REQUIRE SEE CROSSSECTION MULLION )
FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS EXAMPLES,FIGS.?-3,FOR
IN-FIELD TRIMMING WINDOW TO FRAME ATTACHMENT. `\\\\1� LY<`I\I �7���J
p�-.. w'
1.646' \CENSE•••.FA S
NOTES FOR MULLION TO WINDOW ATTACHMENT: i �i6o' VERTICAL MULL TO •'•.•F: =
_� - No.
58705
7)RECOMMENDED ANCHOR LENGTH=MIN.3/4' i I F— STRUCTURE _ � =_
2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWAPPROVAL. --I.75s' FRONT VIEW13
'S ,� w 1 I
! c
3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALLWINDOW TYPES AND MULLION END CAP S."ISE OF
5 VIEW ,O��',. F h
MULLION ORIENTATIONS APPLICABLE. RGIDPVCi zx DE vl@ , COWO
4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW i , i��/DIV
FRAME MEMBER BEING MULLED. 1 X LYNNlMILLER,P.E.
FL P.E.#58705 t
USE THIS SHEET FOR ® „
CLIPPED MULLIONS �"
�_N
DETAIL A: DETAIL B: MULLIONS ma o
MULLION TO 2X WOOD BUCK MULLION 60
MULLION ATTACHED TO 1X
OR WOOD FRAMING BU AND IP PERS�UBSTRATE, �Yn
WOOD BUCK AND MASONRY o u
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) e�Y... � SEE SEE TABLES 2B4B �
SEE NOTE 1, O)
I I
SHEET .
'
I
MIN 2.7 KSI •• EOGE Z
EITHER TME 1 I`t I I d I I CONCRETE OR CMU
(STANDARD OR e ° DISTANCE,
O
OFFSET MULL ° EDGE SEE SEE TABLES J Q
CLIP MAV BE DISTANCE EDGE DISTANCE 2840 ? Q.m
INSTALLED BY \` d ° I I 1 \ FOR WOOD °\ I 1 ANCHORS FOR MASONRY Q O o
THIS METHOD. •� SCREWS °� I 1 I SIDE VIEW W Z
d
° � ; d � a •� m Z to
e ° \ d ° a ° , rEITMER THE F— L)
I
OFFSET O (� m i
d° OFFSET MULL $
�. CLIP MAY
BE Z .�
d EXTERIOR ° �\ e � INSTALLED BV
°° \ 4 ° EDGE THIS METHOD. z a rc
d DISTANCE 4 ° J Z I
FOR Q Z
MASONRY ° °d (q C a
° THE OFFSET CLpIS ANCHORS
RECCMMENDED FOR O u
EXTERIOR °° FINAFRAMED OR ° L�jJ J m A a
JCHANNELWINDOWS, -
BUTMAYALSOBE Q COD
USED FOR OTHER O F O Y
FRAME TYPES. � Z N j
CD 0
O W
TVP.ANCHOR
PER SUBSTRATE,
TVP.ANCHOR SEE TABLES 2B4B eLO m
TVP.ANCHOR PER SUBSTRATE, rc
PER SUBSTRATE. SEE TABLES 2B4B % ENNOTE
SEE TABLES 2048 EDGEIEND ISTANCE .'1SEETABLES EMBEDMENT'EMBEDMEM BUCKSTRIP 2040 '.AND '
ATTACMMEM •• E
• BY OTHERS. •• MIN 2.7 KSI CONCRETE Oft CMU
• SEE NOTE 1,
SHEET 1. MULLION FRONT VIEW
SIDE VIEW SEE SHEET 9 FOR
FRONT VIEW HOLE LOCATIONS MAY ALSO BEINSALLEDi
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 2B4B
INSTALLATION NOTES: L 50•MAX FOR EMBEDMENT•, I
1 •' ,•". < ,. 111111 .,
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL MULLIONS MIN 2.7 KSI CONCRETE DR cN1u ��•` {NN li
\ aI L ....Aflu i
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW f "•'• ENSc '`� �� I
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `�`2.•' +G �� j
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE T Oy
FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -
•.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. ' � 5�A; OF
.' :~ i
'`S%IOP•;A�-��.
A. N M11111t t,P.E. ?
FL P.E.#58705 I
USE THIS SHEET FOR
DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS �n
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION
(F-CLIP) (ANGLE CLIP) I— INTERSECTION '+ o
zoo F
�\ (U-CLIP) �
NOTES FOR INSTALLATION OPTION E:
SEE DETAILS I ST '�`
" �-SHEET C FOR INSTALLATION VARIES 1 1)MULLIONS MAY BE INSTALLED IN
x TO SPECIFIC SUBSTRATES. •TEE'OR'CROSS"CONFIGURATIONS.
p�
/ \\ MULLION I c
I\ L MAY BE HOUR �iln g
� HORIZONNTALLY(SHOWN)OR (A �
\ i TOP VIEW VERTICALLY. Z
MULLION
J a
VARIES-{----y j Q
412 STEEL SCREWS.
SELF-DRILLING ORPRE-0RILL m Z N
MULUCN AND USE SMS i
EXTERIOR I I �� MULLION O m
I TYP.ANCHOR `� z
STANDARD MULLION CLIP —PERSUBSTRATE. F--
MODIFIED TOFRFIELD , SEE TABLES 2B-0B LINTERSECTION ln� o�
CONDITIONS. , U-CUP L J Z
EXTERIOR W a
I
—MULLION I m0 u !
I I I I W
'� I En
B. i' I , 2•Xs•x.12s• o F- � Y
I ANGLE cco
uP, FRONT VIEW 1n N �
2 PER MULLION END, Z p 'c
1 I I O
MUSTBEINSTALLED O O
I I I INSIDE OF MULL W w
-T,ppp- 1n mo r
�u, i
DETAIL F:
PER
TY ANCHOR SUBSTRATE.
�� MULLION ATTACHED TO ;
STEEL
SEE TABLES zeae (STANDARD CLIP PSHOWN)
I
INTO WOOD.STEEL. STANDARD CLIP TO BE EXTERIOR ,—STRUCTURE
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
TYP.ANCHOR
I A PER SUBSTRATE, f
EXTERIOR SEE TABLES 2BAB
t
® ® INTO WOOD,STEEL, `
ALUM,CMU OR MASONRY
® n 1 EDGE +/ ` MULLION E
DISTANCE
PER
ANCHOR ` 1L1111111(r��
DISTANCE
PER ANCHOR
tOENs^�,'•�F•p��
FOR STEEL STUDB THINNER THAN •' �•
FRONT VIEW 1S GA ANO COMPLIANT WITH THE FL BUILDING
CODE.A 2X WOOD BACKER MUST USED. Z No.58705 =
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD
ANCHORSPECS
NOTES FOR INSTALLATION OPTION D: -O �" 15
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE NOTES FOR INSTALLATION OPTION F: ;`
INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '�,�� ;•F,ORIO?.•.C.j,. k
ANCHOR VALUES MAY BE USED. i, /ONAL
�I,liut'
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 2A USE THIS SHEET FOR
Mulllon Capacity Table(lbs/R2) CLIPPED MULLIONS a Z.�,� A
Opening Width(for vertica*spannirg mtlliors)or Opening Haight(tor hodzonlagysparWlg mWGore) 971 O1'Y1
solo win 707. Born 9i 100 in 12om 140 in 160 in umu o
125 x 325 Rectangular Treprtdarg. Reaangalar Trap/Tmrg. 'Itm"uw TreplTdarg. Ractargular Tr prtdang. Rectang,iar TreprTden9. Nauang,lar Trep/Tmrg. Raaangular TraaTn N. Ractangular TraprMarg. Renansaar Traprrnarg. USE RECTANGULAR k 4 o .
Loaalrg Laadrg ww g Loading Laadi1g L I g Loading Loading Lnadirg Uu g Laaditlg Leadng Loadlaq Wading Loading toa ing Lw®ng loading LOADING FOR ALL TEE OR w
X.1100 c2 x c3
Alum.Tube - r r r r r r r r r p r r r r >, > r r r p r r r r r CROSS CONFIGURATIONS,
-D AND ALL ASSEMBLIES
Mullion 'ygg g, q� $ 4ga
gg^ [i g^ g^ g^ E^ cT iS` t7 i5^ 3 CONTAININGA o7
5 5 _$ f$5 JRR 5ft t 4L%3 $ yyf§t B'
� @€ � SINGLEID
OUBLE HUNG
E� �9 � ro
Zc c �c 2:c
421n70.0 256 70.0 179 70.0 306 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214 70.0 459 70.0 216 70A (1)
510 70.0 274 70.0 813 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 USE TRAPEZOIDAL Z
48 io 70.0 292 70.0 216 70.0 350 70.0 241 70.0 409 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 MA 569 70.0 280 70-0 700 70.0 280 70.0 817 70.0 2B0 70.0 939 70.0 2W /TRIANGULAR LOADING
FOR ALL OTHERS. Q e
508251n 70.0 308 ro.0 272 70.0 389 ro.0 260 70.0 431 70.0 2tR Tao 482 70.0 298 70.0 554 10.0 Sae 70.0 815 70.0 311 70.0 738 70.0 311 70.0 861 70.0 317 6S9 927 70.0 711
LL
Si in 70.0 328 7Do 252 70.0 397 70.0 284 70.0 459 ro.0 311 70.0 525 70.1) 331 70.0 591 70.0 345 70.0 656 70.0 352 70.0 7118 70.0 354 66.2 869 70.0 354 57.9 869 70.0 357 O O
O
80 to 70.0 365 711.0 2B9 70.0 438 70.0 3211 70.0 510 7D.0 382 70.0 683 70.0 389 70.0 856 70.0 610 70.0 7211 70.0 425 59.7 748 70.0 438 51.2 746 70.0 478 44.8 746 70.0 438 W (7
m V m
t 63 in 70.0 383 ro.0 307 70.0 459 ro.0 350 7ao s38 70.0 397 70.0 a13 7ao 618 68.7 677 70.0 443 fits 677 70.0 462 51.6 877 70.0 4B1 44.2 677 70.0 4B2 38.7 677 70.0 /82 W
66 in 70.0 401 T0.0 J36269.1
481 70.0 372 70.0 561 70.0 413 87.3 817 70.0 447 59.9 617 7oA 478 5.9.8 877 fi8.7 4B9 44.8 817 60A 667 364 617 67.7 482 33.8 817 87.7 4112 ~ a
J
72 In 70.0 438 70.0 1 SIB 70.0 61fi 511.2 518 86.2 U2 51.8 518 568 415 48.1 516 54.2 418 41.4 518 50.7 414 34.5 518 486 408 29.6 518 45.0 405 25.9 518 45.0 005J76 in 70.0 462 70.0 7 455 62.8 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 28.4 465 38.3 367 25.2 465 311.5 361 22.0 185 30.2 363 z 78 in 652 641 BBA 7 461 57.7 379 48.8 441 50.8 772 40.8 441 464 3� 36.2 441 61.8 7fi0 32.8 447 38.7 356 27.2 447 37,9 348 233 441 33.1 316 20A 441 32.7 315in 42.4 332 43.8 4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.7 278 21.2 332 24.1 272 17.7 332 21.3 266 162 332 18.6 262 13.3 332 711.7 260 JOQ O961. 35.0 201 35.9 1 291 30.3 256 25.0 291 26A 252 21.8 291 23.5 248 19.4 291 27.3 244 17.5 281 79.5 241 14.6 291 17.1 238 12.5 291 15.6 232108 in 24.6 230 25.1 5 230 21.1 mm 17.5 230 18.3 201 15.4 230 16.2 198 xJi O111 in 22fi 218 9.1 218 18.4 184 16.2 218 16.8 181 14.1 218 14.9 700 W N h0In
187 19.2 107 15.3 167 O x O Y
SEE CAR 190-1075 FOR CERTIFICATION. U,
N
O O O
�i� "mom
TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca ae Table(lbs) €!r m
`
StO,lrete: 2.78 Cnncrel0 3.51,Canc. Hollow CMU Fined CMU PT Wood Me1sl (DP_)X ANCHOR CAP.,�,,,,�,J v ANCHOR CAP.„. � O
Amhw T 5178'El- 1N'SS Elco 5116'Elco 1/4•SS Elco 010 Stool 012 SbW 012 Steel `MULLION CAP.,._.,.
ype: 3176'Elco Ullmcon 1/4•Eko VlOocon 3/16-Elw IMrecon 1/4'Elco UBRcon
Anchor Clip Patterns ullracw AggraOai¢ uiva[on AgIAeGator S-IGS)Screw(GS) scree.(Gs) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge 0istanca ON: in 2-112• 1• 2.112 3.1/e• r 2-112' 1• 2.17r r 3-118• 2' gale• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmK11en1 Mk 1-314• 1-3'4' 1.114• - 7 1-114• t-114• 14144 1-111 1.114- 7-7Ia• r tale• 1a/B• ,odes ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMMm Q 4.75'Min.O.C./Standard Dr Offset Clip(Fig./): 3W IDs 390lm 450 It, eeo s 1614 lbs 270 lbs 280 Its 3541bs 74D Its 37nm 864 ros sa6lm 341 IDs ttx Im aso ros OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anctlors @ 1.15'Min.O.C./Standard(or OI&et)Gip(Flp.2k dB01bs 700IDs NIA NIA WA 390 ro, NA NIA WA WA WA 6821m 885 lb, 17201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anctrors 3'Min.O.C.!(Z)b5 Angle pips/(Fig.3). 780 lbs 880 lbs tseo les lege lbs 540 Ms sso Ms WA 7601m 7487m Beo firs 1892 Im sB2 lbs 8851m 112D lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR l
3 Ancllers®0.50'MIn.O.C./U.CIIp.Into.1 W'Aloin.(Fig.4): wA WA WA WA N/A NIA WA WA N/A WA WA WA WA WA 9501bs CAPACITY WHICH MAYBE USED TO QUALIFY
1 Anctwr/F{31p(FIB-5k 185Im 165 IDs 225 Ib9 445 Ib 9221m 135 ft 140 lbs 1771m 370Im 1871m 332 Im 4731m n01m 221 Im 2e01D3 ADDITIONAL ANCHOR OPTIONS FROM THE f
2 Amhm®1.15'Min.O.L./F421p(Fig.6k 240 roe 3501Ds WA WA N/A NIA 790 W, WA N/A Wq WA NIA 1 341 lbs 1 442 lbs I 56D Im ANCHOR CAPACITY TABLE. I
f
FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN); TABLE NOTES: 11.250'
• 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
.1.•,1:I Ili I+4//, {
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. G�� 1 :14� ��
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' \T:;�.•'`\GENSfc
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'.
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = Ck C LC-
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100• :.� �3 1 J Ll.I;
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE `
SLATE OF
6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %C�` -.1`10RiO?•''
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %��<�(� 4444. `JG `
3.25"X.100'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION t t 1'
A.LYNN4LLER,P.E.
FL P.E.#58705
TABLE 3A USE THIS SHEET FOR
Mullion Capacity Table(lbsm2) CLIPPED MULLIONS 4n
Opening Width(for wrtlmgyspanning nnUliOre)or 0paning Height(for hodmntagy-sparNng mUgons)
C
min min 70 n 60 b 00 in tog In 1za m 14o in 160 m
oC= N
0
1.25 x 3.25 ftw F-lar TmpRdarg. Radangular TrapRdarg. Reomrgula TreprTdarg. RecuangJ2r TrapiTdeng. RecmrgWar T2p'Td.g. R wguiar Tr4pR4ang Renangular Trap/7darg. Rectanguia iraprtrlarg. 'RactaegJa' Traprtrlarg. USE RECTANGULAR C Ci r
Loading loading Leading Loading Loading Loaeirg Loading Loading Loading L-drg loading Loading Loading Loedlrg Loadirg lording Loading loading
x.624 LOADING FOR ALL TEE OR of u
Alum.Tube
lihu
IONS,
MullbnL7; 113 � � AND ALL ASSEMBLIES
L�� o r3 3 � CONTAININGA�2: p'2 5 P 5 5 2 5 9 p.5 $'= p 5 § $5 5'* p§ § 1 5 .51 p 3 1� _fi f 1�5 5'£ p� � i� �'� p� SINGLE/DOUBLE HUNGa � 8� 9� 8S 5 @a6 5 81 5 89 5� Lt rcB 5 d�x� '� Bm8 s em8 s� 85 #� �� Lt8 5� YF8 5� 8 WINDOW.x <m �o a arc 2:c aK � a Za die E att E o a fc 2 1 a se. a fc a¢ se 2?o am xc < 20 c Zo co 421n 70.0 255 70.D 179 70.0 306 70.D 197 70.0 357 70.0 208 713.0 408 70.0 214 70.0 459 70.0 214 70.0 510 704 214 70.0 6t3 70.0 214 70.0 716 T(1.0 274 70.0 817 70.0 219 USE TRAPEZOIDAL Z
481n 70.0 292 70.0 216 70.0 350 713.0 241 70.13 406 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70.0 583 70.0 260 70.0 700 70.13 28D 7D.o 817 70.0 280 70.0 933 70.0 2Bo !TRIANGULAR LOADING O
FOR ALL OTHERS.
50.625 N 70.0 308 70.0 232 70.0 369 70.0 2m 70.0 431 MA 282 70.0 4.92 70.0 298 70.0 554 70.0 308 70.0 615 70.0 311 70.0 738 70.0 311 70.0 661 70.0 311 70.0 984 70.0 311 6
O
541n 704 32B 70.0 252 70.0 391 70.0 2114 70.0 459 70.0 311 704 525 70.0 331 70.0 LL
591 70.0 315 70.0 656 70.0 352 )0.0 788 70.0 351 70.0 9711 70.0 351 70,13 1050 70.0 354 O
Win 70.0 385 70.0 289 70.0 438 70.0 3211 70.0 510 70.0 362 70.0 5113 70.0 389 70.0 656 70.0 410 713.0 729 704 425 70.0 075 70.0 43B 70.0 1021 70.0 438 TO.D 1167 70.0 438 m a) Co
63 in 70.0 383 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 70.0 41B 70.0 m9 70.0 443 70.0 766 70.0 462 70.0 919 70.0 487 70.0 1072 70.0 482 70.0 1225 7a0 482 ()
W
65 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 551 70.0 413 70.0 642 70.0 447 70.0 722 70.0 476 70.0 802 70.0 498 70.0 9m 713.0 625 70.13 1123 70.0 579 6a1 1246 70.0 529 �Z m
J ttin 70.0 1437�1 382 70.0 525 )0.0 418 ]0.0 813 70.0 d64 70.0 700 70.0 506 70.0 7119 70.0 541 70.0 11)5 70.0 671 69.9 10x9 70.0 813 59.9 1049 70.0 630 52.4 1009 70.0 830 I
C J a
]filo 70.13 3116 )D.0 554 70.0 445 70.0 647 70.0 498 700 739 710 544 70.0 831 70.0 585 70.0 924 70.0 620 59.5 941 70.D 671 51.0 9H 70.0 698 44.6 941 70.0 702 f78 in 70.0 398 70.0 569 70.0 459 70.0 664 70.0 515 710 750 70.0 584 fi.0 1153 70.0 6w 66.0 894 70.0 644 55.0 887 70.0 7170 47.7 1194 67.0 701 41.3 897 66.1 698 Nm in 70.0 471 70.0 656 70.0 547 61.4 671 65.3 5)5 53.7 671 582 Sm 47.7 677 52.9 556 43.0 871 48.8 551 35.8 871 13.1 539 317 871 39.7 531 28.9 871 37.9 528 Q N961n 70.0 m7 59.D 5m 61.4 518 50.6 Sm 53A 509 44.3 590 47.5 502 39.3 590 43D 494 35.4 590 39.6 4811 29.5 Co
590 34.7 477 25.3 590 31.8 169 108 N 49.7 421 41.4 488 d2.8 {74 355 O6fi 37.1 408 31.1 486 32913.1 x
111 In 45.8 400 382 441 39.3 311 32.7 441 34.1 387 286 411 30.2 382 W IN120 in 36.3 344 30.2 378 37.0 339 U) v) O
x W
SEE CAR 190-1076 FOR CERTIFICATION. u)O Lrl
N o
cr �m0
TABLE 311 s� s 0 y
Anehor Capacity Teble(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
Subsbam 2.71,Concrete 15k Cmc. Hwl OOU Filed CMU PT W000 I MedANCHOR CAP.,,,•,,,,, F om 0'•7
(DP,)X( )=ANCHORCAP.,,,
AnNuT 5.16't7co IWSS FJ,.5.16'E'- 114-SS FJw #to SIM #12 Steel 0125teal
ypa: 3'ta Elm l3tracm 1r4•El..UBmeon 3116•a.ut-D, 174•Elco lllbamn
Anchor Clip Panama tnaa4mn AggreGabr Ultr 000 AggiaGdor Soaw(G5)Sn (G5) So: (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR i
Edge Osteros fin) t• 2-v2• t• 2.v7 3176' t• 2•1/7 t 2-v2' z• Iva T g.aa• osa• 0.32a• CAPACITY REQUIRED'CORRESPONDING TO AN )
Embeonet Ii taro• 1 1v 1a/4• tsr 2• 1-114• t-v4• tars• 1.1/a' 1-174• lava• z' t-37L• talc sada, ACTUAL PRESSURE REQUIREMENT FOR THE
z AnCnrs @4.75 Min O.C./Sbrtlard c Otset Clip(Fig,ij 390 Ds 39016, 45D Ibs B90 ms 1644 Ibs 2)Dlbs 2m lbs 35410, 7401fs 374 ms 66416, WE Itis 341 It, 4121ba 56016, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers @ 1.15'Min.O.C.l Standard(or Off t)(Nip(Fg.2♦.. 480 ba 700th WA WA WA N/A 3m lbs WA WA WA WA WA 6821bs 88511. 112Dft
CAPACITY(FROM THE TABLE)OF THE SELECTED {
4 Arch-@ 3•Min.O.C./(2)25 ArgL 76
Caps/(Fg.3): 780 bs 7m Ito 6B31bs ISM Its 1896 Ibis bs 5m lbs WA 0th 74a Ib, 8m Ite 18921h 68216, 865 th MULLION.IT WILL YIELD A MINIMUM ANCHOR
112016, 1
3Arcrors @ 0.57•Min.O.C./U{lip,Into.1D.Alum.(Fig.4)'. WA WAWA WA WA WAI A WA WA WA WA WA WA WA 95016, CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aretor!FLtip(Fig.5): 19i bs 195Th 225/6, 44s Ibs 822 Ibs 1351bs 1413 Iba m ba 37mbs tel bs 332 Ibs 473 ba ne ms 221 1h 2eo lm ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anch4n @ 1.15'Sin.O.C1 F-0ip(Fig.6). 240 bs 350th WA WA WA WA 191 Ito
FL'A N'A WA W'A WA 311 Ib, 44216, 560Iba ANCHOR CAPACITY TABLE +
t
FIGURE 1, STANDARD CLIP SHOWN): FIGURE 2, STANDARD CLIP SHOWN): TABLE NOTES:
• • • • t25O'
• 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2 `•.��� �,\CcNS� •.FP
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No.56705 -
IN PAIRS. .4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND y X��:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 'O j
FIGURE 4: FIGURES: FIGURE 6: 4• 2 Z�`5 . (J'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 57,TC OF _.' ��,�
• • 6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �,�.'•. FCGRVOP"•' •G\-��
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ��Ca�"•••• •• �C4 s•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
1.25'X 3.25'X.624-
#10
.25'X.624'#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION ` `•
A.�LYNN�AAILLER,P.E.
FL P.E.#68705
TABLE 4A USE THIS SHEET FOR
MalllPn Capacity Table roeIR2 CLIPPED MULLIONS " �
Opening Width(for wrdcatfy-spannirg mullions)or Opening Height(for hodzontafy-spanning mullions) S�kC a
so in sem m.0 eo in ep mtag in lza m Loam 160 In USE RECTANGULAR '$•gy o
Rectangular Tmprma�g. Rectangular TmP/Tdarg.. Reuangular TraprTnang. Rectangwar Tmprrnang. Fe angel. TmprTdang. Rectangular 7mprtn Rita lar TmprTna Rattan Tra ria Rect LOADING FOR ALL TEE OR o
1.25 x 3.84 " To ng g ar prt rg. argwar rmprtearg. o r^
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Leading Loading Loading Loading CROSS CONFIGURATIONS, 0 a w
x.624 _ _ AND ALL ASSEMBLIES o2 O
Alum.TuteeT- H
r '•_ _ " CONTAININGA
Mullion 1�. B la& g #9. g 8 _ 8 B SINGLEIDOUBLE HUNG rn
`1 u c3 c5 c7` u cS� 3 e5` tl i5= 3 3 ` a - p� c�=' WINDOW.a6 6t 5 fi 6 `s' a z= a f= _ USE TRAPEZOIDAL
2
4210 70.0 255 70.0 17B 70.0 305 70.1) 197 70.1) 357 70.11 206 70.0 406 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 /TRIANGULAR LOADING Z
dam 70.o zsz 70.0 2ts 70.0 300 70.o z41 70.0 ma Tao ass 70.11 del 7o.a 272 70.0 Sas 70.0 279 70.0 SM 70.0 280 70.0 700 70.0 280 70.0 817 70.0 260 Tan 933 70.0 nO
FOR ALL OTHERS. O
W.625 In 7110 308 70.0 232 70.0 369 70.0 200 70.0 431 70.0 282 70.0 482 70.0 299 70.0 5.54 1 70.0 308 70.0 615 70.0 311 70.0 738 70.0 311 70.0 661 70.0 Ml70.0 984 70.0 311 LL
d o
54 in 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 525 70.0 1 331 1 70.0 591 70.0 345 70.0 650 70.0 352 70.0 788 Tao 354 70.0 1 919 70.0 354 70.0 1050 70.0 350 Gc O°
O
Wln 713,0 365 70.0 289 70.0 438 70.0 370. 70.0 510 70.0 362 70.0 583 70.0 389 70.0 656 70.0 410 70.0 729 70.0 425 70.0 875 70.0 438 7D.0 1021 70.0 438 70.0 1167 70.0 438 m ) O
631n 70.0 3a3 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 70.0 418 70.0 689 70.0 M3 70.0 766 70.0 462 70.0 919 70.0 481 70.0 1072 70.0 482 70.0 1225 70.0 482 w
pl
66 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 842 70.0 447 70.0 722 70.0 476 70.0 802 70.0 498 70.0 963 7Q0 525 70.0 1123 Me 520 70.0 1283 70.0 529 � 0-
Z m
C
S 72 In 70.0 438 70.0 362 70.0 625 7D.0 416 7D.0 613 70.0 464 70 D 700 70.0 506 70.0 7e8 70.0 541 7D.0 675 70.0 571 70.0 1050 70.0 613 70.0 1225 70.0 630 70.0 1400 70.0 630 J v
e Z ca
Ism 70.0 462 70.0 Sae 70.0 554 70.11 ads 70.0 sal 70.0 49e m.o 70.9 70.0 s0. 70.0 0.31 70.0 585 70.0 9za ro.o azo 70.0 Hoe lag 871 70.0 1293 70.0 696 m.0 1478 70.0 mx m
f
rain 70.0 470. 70.0 ase 70.0 669 70.0 ase lag ben 70.0 s15 ro.o Tse 7o.D 564 70.0 es3 7o.a 007 70.0 B4e 7D.o sa4 70.o nae 711.0 700 70.11 13x7 70.o nx 6a.z an 70.0 739 J tna
90 in 70.0 517 70.0 471 70.0 856 70.0 547 70.0 768 70.0 617 70.0 875 70.0 681 70.0 984 70.0 738 70.0 1096 70.0 790 59.2 1110 70.0 075 50.7 1110 65.6 878 a.4 1110 62.7 870 Q N
On O
96 1. 70.0 583 70.0 507 70.0 700 70.0 591 70.0 817 70.0 068 70.0 933 70.0 779 65.0 975 70.0 004 59.5 975 65.0. BOT 18.8 975 57.4 769 41.8 975 52.3 776 w X
108 In 70.0 6W 70.0 580 68.5 771 70.0 678 00.7 771 61.3 874 51.4 771 54.3 664 ,� a O di
111 N 70.0 874 70.11 599 87.1 730 65.0 050 54.1 730 58.3 640 47.3 730 49.9 671
LU O O o
120 in 82d CD
61.0 569 0.9.9 624 51.2 560 O )( O Y 1
144 11r. 433 35.1 I 4DO 28.9 433 29A 395 N to
SEE CAR 190-1077 FOR CERTIFICATION. o.. o O
eSr
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA- N "� (YO m
Anchor Capacity Table(lbs) (DP )X(ANCHOR CAP._,. _ANCHOR CAP-,,, ° m
9ubslmla. 2.7K concrete 3.5K Cont. FiWow CMU Fitted CMU PT tame Motal MULLION CAP.,,,,,,,,,,
d16'EICP 1/4'SS Eko 5116•Elco 1/4'SS Eke 610 Steet AL2 Steel 012 Slee)
Annehu Type: 3/16'Eko Nbaeon t/4•alto tnuacm 3116•Eke Ullreeon 1/4'Eke Unman USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor C np Pattems ultacon Aggn C.W Urtmcon AggmGatcr scmw(GS)screw(G5) screw(GS) CAPACITY REQUIRED'CORRESPONDING TO AN f
Edge Di tare fin} r 2-1/z IF 2-1r 3-1/8• r 2-1/2• r 2-1/r 2• 3-1/8• r 0.48- 0.54• 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE
Embedment On): 1-3/4' 1-3r4' 1-3/4' lata' 7 1-114' 1-114' 1.114' 1-1/4' 1-1/4' 1-1/4' Y tare' tare• pedes OPENING,WHEN IT IS LOWER THAN THE MULLION
z Anclws U 0..75•Min.O.C.7 smnaare or O6sw Oip(Fig.1), asoma 390 lbs ase lbs 6911 ms lea ms Ho les zW les 35n ms 740 ms 370.Im ee4 lbs eas ms 30.1 Im 0.2 ms 560 jog CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arbors @ 1.15 Min.O.C./Standard(or Offiw)Clip ft.2k 460 ma 700 ms WA NIA WAWA 380Itrt WA WA WA NIAwA sax ms ees leo 11za lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AtKtnm @ 3'Min.O.C./(2)2x5 Argm CHP5 r(Fig.3J: 780 Ibs 760 ms 600 I0.a 1560 lbs 1696 ma 540 Ibs 560 ms WA 700 lbs 74B lbs 980lbs 1892 lbs 682116 885Ikt 1120 Iba CAPACITY WHICH MAY BE USED TO QUALIFY
4 Anchors @ 0.54'Min.O.C./U47ip.into.l00•Alum.(Fie.4j WA wA wA wA N/A WA WA NIA WA WA WA WA WA NIA /267 IM ADDITIONAL ANCHOR OPTIONS FROM THE
1 Anther I FCiip(Fi9 5): 195 Iba 195 ms 225 lbs 445 ms azz lbs 135 ms 140 its 177 ms 3701bs 2 bs 33z les 473 IM n01bs 221 Iba 200 ms ANCHOR CAPACITY TABLE
2 Ancl„m @ 1.15'Min.O.C./F-Up i.6j 240 me 350 me WA WA WA WA 190 IEs WA WA WA WA WA 311 me 442166 5601ba I
1.250'
FIGURE 1, STANDARD CLIP SHOWNI: FIGURE 2. STANDARD CLIP SHOWNI: TABLE NOTES:
1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
•.ftl llifl7 i
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
���pNV LYNN A; �li�'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94• 10EN56 • 'P
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��: •'.y;� ,
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : N,0.58705 {
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
SHALL CONFORM(CMU) RM TO ASTM C-90.WOOD SHALL ;-O
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT _ 2'23 )S :•L!J
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" � �,'• F TC P.,•'••
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL -J- i '••� ....
n . G
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i5
010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624" A.LYtSN'MILLER,P.E.
MULLION FL P.E.#58705
a250 740" USE THIS SHEET FOR ®a
1.250' 1.250°
}-- 125' CLIPPED MULLIONS �y
T -1 F--.125' e�C 0
125" TA�CUP I I
2.000' 602.125' 2%S ANGLECLIP3.94" 2.000'3.250' U-CLIP 6063.76 ALUM.
3.250' 16063.76 ALUM. X•SECTION 5
.125' X-SECTION •125"
.100' .100' 00" r S m g
.125"J U)
.100' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE z
624' 4" DASHED BOUNDARY.SEE TABLES 28-48 FOR THE
-L ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
--1 .820' 1�� ---i .820' 1- ---1.820" 1---- HOLE DIAMETER=ANCHOR DIAMETER 1116'. m LL o
5.500'---- (A o
X 3.25•X.100• 1.25'X 3.25'X.624' 1.25°X 3.94'X.624' CUT HERE TO
MULLION MULLION MULLION .375' 3.125°� CREATE F-CLIP,SEE .375' S 000" 375• m ((0
6005.75 ALUM. 8005-TS ALUM. 8005-TS ALUM. - - -�-MIN.
MIN. I DETAIL F,SHEET4 rb (n
X-SECTION X-SECTION %-SECTION _L s
.375-
-
375' W o
r-------� I r-------� CENTER OF r--------- ----------i 375'
INSTRUCTIONS: I I I I AN
HOLE I I Z �
I I I MUST UE WITHIN I I MIN. (, u
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSfM FOR THE I I THE DASHED J d
I I I I BOUNDARY.SEE
OPENING USING THE ASCE-7 STANDARD. I I I F TABLES 2B-4B i Q U (+i
FOR THE F 1--______I W Zm (V ,
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE 1 I I I F ANCHOROC.
FENESTRATION PRODUCTS FRAME DEPTH. I I I I I DISTANCE.' W Z N
I I I I MAXIMUM I I U O I
3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS I I I I I I ANCHOR HOLE I o
'RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL'. I I I DUU4ETER= I i CD (on y
---- ---- 1 ----------- to � 1
ANCHOR ----------- (n
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM DIAMETER-1 118'. `o p O
TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, - 2X5 ANGLE CLIP ov tom O
USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT STANDARD CLIP U•CLIP 6083-T8 ALUM. � m
DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW € e�b
( CENTER OF ANCHOR HOLE MUST LI TOPVIEW TO VIEW
HORIZONTALLY).THE MULLION CAPACITY(LBS/F-)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SE
MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR TABLES 28-48 FOR THE ANCHOR O.C. TABLE C j
THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE Dlmendon Value(In) For Mullion:
=ANCHOR DIAMETER t 1116".
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.250 1.25'X 3.25•
THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE X.100'
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY -5.500' G 0.750 Aluminum {
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION •375• 375• H 1.500 Tube MuDion
CAPACITY. MIN.-'1 I F 1.938 1.25'X3.25'
X.624-
6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND r------ -----, )
I �_ G 0.500 aluminum
USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE i I i H 1.438 Tubo Mullion i
ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN I I I I F 2.625 1.25'X3.84'
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR I I I I
I I I j
CAPACITY IS MET. X.624'I I I 3.25' G 1'125 Aluminum
I t H 1.500 Tube Mullion j
7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS I I I H I I
HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE I I I
I I I 1 I11 t//
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT 1111
I I I
FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH ` J ---- ` ,•r,�0��....r.:N iLjj���i�
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED TABLE D Y. ,•' t.ICEM�F
FOR THE SAME SUBSTRATE OFFSET CLIP Mull Dlmandon PGT Part K
.125' G 6063-T6 ALUM. (sheet 0) Mullion Std.Clip Offset Cllp UCllp Angle Cllp No.58,05 •TT - j
B)VERIFY THE DESIGN PRESSURE RATING(LBSlFP)FOR THE TOPVIEW y _ 1
FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740•-F- 1.25'X 3.25'X.100'(5) 20160 6661127M 6661124M 6662410M 6665115M G
MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE 1.25'X 3.25'X.624'(6) 20161 6661128M 6661125M 6662411M 6665116M .• 3 I S
LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED S A `
1.25'ODUCT ASSEMBLY. X 3.94'X.fi24'(7) 20162 6fifi1117M 6661128M 666241M 6fi6517M .t� E O
9)HIGHLIGHT FENESTRATIOOP TON USED AND TABLE VALUES USED IN A SPECIFIC %�S�•FL ORION
APPLICATION WHEN USING THIS APPROVAL TO APPLY FORA PERMIT. ���OJONAL
A.LYNN MILLER,P.E.
FL P.E.#58705