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,;.kyr
V.
y _t FL# FL14095-R7
Application Type Re ision
Code Version 014
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑ �
Product Manufacturer JELD-WEN AUG Go'�o
Address/Phone/Email 3737 Lakeport Blvd [6
Klamath Falls,OR 97601(8 )535-3936
pFE''r�r?li�jG
fbcl@j ld-wen com �i LLtcit=
Authorized Signature Kaede McLaughlin
fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/18/2016
Date Validated 05/20/2016
Date Pending FBC Approval
Date Approved 05/20/2016
Summary of Products
FL# Model,Number or Name Description
14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB
or SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567.04-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:Laminated glazing interlayer material requirements FL14095 R7 II FL14095 R5 II DP65-
meet the current edition of the FBC in accordance with 70 36x72 Impact Installation Instructions.0
Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL14095 R7 II NI011567.04-R2 Dwas 02172016.Ddf
Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778
White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes
current edition of the FBC in accordance with Miami-Dade Evaluation Reports
NOA.IG back bedded with Dow 995. FL14095 R7 AE PER3094.ndf
Created by Independent Third Party:Yes
14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8
out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011S67.08-NI011567.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 36x72 DP65-70 Installation.pd
meet the current edition of the FBC in accordance with FL14095 R7 II 36x72 DP65-
Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF
Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14095 R7 AE PER3092.pdf
Created by Independent Third Party:Yes
14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in-
3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC N1011567.06-NI011567.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 52.125x75 DP65-70 Installation.odf
meet the current edition of the FBC in accordance with FL14095 R7 II 52.125x75 DP6S-
Miami-Dade NOA.IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF
with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14095 R7 AE PER3093.odf
Created by Independent Third Party:Yes
4095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
PVB or SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HV Z,Yes FL14095 R7 C CAC NI011567.02-R1.Ddf
Approved for use goyOWL—de HZ:Yes Quality Assurance Contract Expiration Date
Impact Resista .Yes 04/30/2017
Design Pressu e:+50/-60 Installation Instructions
Other:Laminate interlayer material requirements FL14095 R7 II FL14095 R5 II DP50-
meet the current edition of the FBC in accordance with 60 52.125x75 Impact Installation Instructions.ndf
Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL14095 R7 II NI011567.02-111 Dwas 02172016 odf
Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778
White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes
current edition of the FBC in accordance with Miami-Dade Evaluation Reports
NOA.IG back bedded with Dow 995.Windows with insulated FL14095 R7 AE PER3091.1)df
glass wider than 36"require setting blocks. I Created by Independent Third Party:Yes
14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
SGP Lam-3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567-NI011567.Ol.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2017
Design Pressure:+65/-75 Installation Instructions
r—.�-ON X. NAIL FIN INSTALLATION
CORNERS 11/2°MIN.EMBEDMENT
t Q 2X WOOD FRAME
IJIDSPAH MIN.DISTANCE
MIN.DISTANCE
FOR EDGE:3/4° FOR EDGE:3/4"
18.75'O.C.
•THRD3 2x WOOD 3
`FIN SHIMS ACE FRAME
2zmm
2mm 2 1/4"MAX
3mm 3mm SHIM SPACE
11/2"MIN. O
EMBEDMENT
B GLASS BITE I lam'
13.6mm "---LLLJJEll
I
l
GLAZING DETAIL
I
FRAME SECTION(TYP) JAMB SECTION(TYP)
VERTICAL SECTION HORIZONTAL SECTION
NOTE:fcwkxti«w:wy6 Waoaop"u.q. NOTE:Caalk 6eiween Nailing Flange 6 Wood Opening.
MAX
SHI
SHIM SPACE 3
MIOSP'W F4ROYA MIN.DISTANCE
CORNERS FOR EDGE:3/4" PREMIUM ATLANTIC VINYL SH WINDOW
t 2 2X WOOD FRAME Max Frame DP RATINGIMPACT
�HINDOW WIDTH(b2 1/8'MAX.)-- —� 11/2°MIN.EMBEDMENT 52 1/8 x 75 +50/-60 YES
TYPICAL ELEVATION WITH FASTENER SPACING LARGE MISSILE IMPACT
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use#10 PH or greater fastener though the nail-fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
Reason:I am approving this documecome
Digitally signed Hermes F. ,P.E. 4. Use structural or composite shims where required.
nt
Date:2014.09.1916:25:32-04'00'
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations ��� ri
noted. It is not intended as a guide to the installation process and does '
� PROJECT ENGINEER: DATE:
not address he sealing consideration that may arise in different wall A.%� � �` %e -- 08/13/2014 JELDWEN 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions ` �,�- �� DRAWN BY: SCALE: Klamath Falls,OR.97601
packaged with the window or go to7 D.Vezo NTS Phone: (541)882-3451
r' r
www.jeld-wen.com/resources/installafon. ` * * CHECKED BY: TITLE:J. Kantola
DISCLAIMER: . N.T.T ; �:= APPROVED BY-
.0
Y: Premium Atlantic Vinyl Impact Single Hung Window
This drawing and its contents are confidential and are not to be % ,n • O OQ .,' - `�: p RT P ECi No.:
reproduced or copied in whole or in art or used or disclosed to others �o i; ,`. �6� 729
P P P I PE N
except as authorized by JELD-WEN Inc. ses E D to 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
ati NCTL210-3874- -FBC 00 1OF3
001Florida DePdfll7lenta SCIS Home Log In I User Registration Hot Topics Submit Surcharge i
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UERApprovalProfesal SPublic
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Product ADDroval Menu>Product or ADplication Search>Application List>Application Detail
ill a.vu "rr FL# FL11870-R4
Application Type
Code Version 201
Application Status Approved
Comments
Archived ❑
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E.
Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Steven M.Urich,PE
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL11870 R4 COI C of I 2263 RevO 413-
1003 JW StructuralMuIlion.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11870 R4 Equiv EER 2263 RevO 413-
1003 JW StructuralMullion A.odf
Sections from the Code
0I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONO CSN/A
Product Approval Method Method 1 Option D
Date Submitted 06/17/2015
Date Validated 06/17/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summary of Products
F ik• Model,Number or Name Description
11870.1 Clipped Aluminum Tube Mullion 10 or 1x4 Tube Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11870 R4 II JELD0108 RevO.Ddf
Approved for use. VHZ:Yes Verified By: Robert J.Amoruso,P.E.49752
Impact Resists :Yes Created by Independent Third Party:Yes
Design Pressure +75/-75 Evaluation Reports
Other: FL11870 R4 AE PER 2263 RevO 413-
1003 JW StructuralMullion A.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.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:
® eCfiesk
Crediafet Card=.;
JELD-WEN co
CD
CLIPPED ALUMINUM TUBE MULLION
LARGEAND SMALL MISSILE IMPACT RESISTANT- A"11 Z
U �
MULLIONSE"VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGEDETAILS
o_
GENERAL NOTES: INSTALLATION NOTES:
1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202/203.AND ALUMINUM
DESIGN MANUAL. - 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-114"TO CONCRETE AND 2"TO HOLLOW BLOCK.
2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTORm
3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF ro
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
7 a p 0
3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 112". W w
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. __
5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.550R GREATER jy a o' er
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENTAND EDGE DISTANCE, 0`-'1 O
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 9 Z U
Wo w
5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME Lj_t 0_OJ Q ¢ Z
(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SRESPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE Z=OO�. Y K Z
BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. Z 0]to W
6.ALL EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 3 <wm~O
B.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE 7
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR p d w~ZFRI
LOAD RESISTANCE,AIR 8 WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W Y2 F j t~/J
REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 'J�z? F�
8.TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAYBE MOUNTED VERTICALLY 4
OR HORIZONTALLY AS APPLICABLE ,g 2a
9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT m se 0 w
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING.
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a
10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE•O=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. a c
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWI1
DES STUCCO, O Z
. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST'CLIP AND CUP PLATE. 0 » 8
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS &
TO BE USED WITH THESE MULLIONS. ANCHOR SCHEDULE:
1. TO CONCRETE BLOCK
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3/16•DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 12. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
2. T02500 PSI MINIMUM CONCRETE
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2"MINIMUM EMBEDMENT AND 2-1/4"
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALLHAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE.
2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE.
3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-112"MINIMUM EMBEDMENT
AND 3/4"MINIMUM EDGE DISTANCE. Robert J.Amorusa,P.E.
4. TO1/8'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Flu=Fly=22 KSI MINIMUM) Florida P.E.No.49752
TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112"MINIMUM EDGE DISTANCE. ppappt¢O6C¢¢¢s#
SHEET SHEET DESCRIPTION
;6p•1SIMS
1 GENERAL NOTES,INSTALLATION NOTES 8 ANCHOR SCHEDULE ;''
�GEiGs•.v
2 ELEVATION 12Q� �••�GcP o
1110 48752 -.0%
3 COMPONENTS
4 C-CLIP AND T-CLIP INSTALLATION DETAILS TE
'GOAL-POSTCLIP INSTALLATION DETAILS
687 MULLION SPAN VS.LOAD WIDTH TABLES .��Sre p��N
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED
GEOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o 0
SHAPES // \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
INCLUDED / FENESTRATION pj
PRODUCTPER �� SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
SEPARATE APPROVAL \\
456 12 W 1456 12 z
4 5 MULLION 4 5
A° W
MULLION -�
OR OQ
SUBSTRATE
a
123 123 456 12
4 4 4 5 FENESTRATION ?
FENESTRATION PRODUCT PER PRODUCTPER 8
SEPARATE APPROVAL SEPARATE MULLION
W 1 APPROVAL OR
MULLION MULLION 456 12 456 12
4 5 MULLION 4 5
o
SUBSTRATE
A. �MULLION FENESTRATION = o o LL
FENESTRATION FENESTRATION FENESTRATION .A. PRODUCTPER ?_ `;i O
L2 PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE
SEPARATE SEPARATE SEPARATENESTRATIAPPROVAL
m
APPROVAL APPROVAL APPROVAL SEPARATE
PRODUCT PER
APPROVAL y o 0
458 12 458 12 W2
4 6 4 5 458 12 OJ
4 5 �j rn O
w
Z
tiDo lu iIt o I
L=z�10 '4====jZ0w .:)z It Z
I�'W3—�i�W4W5�1 �L1 —I �W1W2�-I oo-pW 3
30"c �¢¢
-j w R�tl
W¢y F ]W
NOTES: NOTES: NOTES:
r E
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY A y Q
UNLIMITED PROVIDED THAT MULLION LMTTATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT �`'�
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT O y
w
EXCEEDED. o. �$ �
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL a2
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL 2. ANCHORAGEOF FENESTRATION PRODUCTS TO O
MULLIONS SHALL BE PER SEPARATE APPROVAL An
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM
SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
4.1. MULLION'A' DETERMINED AS FOLLOWS:
4.1.1. MULLION SPAN=L7 4.1. MULLION
4.12. TRIBUTARY WIDTH=(W7+W2Y2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A'
4.2. MULLION'B' 4.1.2. TRIBUTARY WIDTH=(W1+W2Y2 4.1.1. MULLION SPAN=L1
42.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(Wi+W2Y2
4.2.2. TRIBUTARY WIDTH=(W3+W4)12
4.3. MULLION"C'
4.3.1. MULLION SPAN-L3
4.3.2. TRIBUTARY WIDTH=(W4+WS)2 FENESTRATION PRODUCTS FEN STRATION PRODUCTS
2 MULLED VERTICALLY 3 MU ED HORIZONTALLY Robert J.Amoroso,P.E.
MULLED FENESTRATION FFlorida P.E.No.49752
EXTERIOR ELEVATION SHOWN EXT RIOR ELEVATION SHOWN
PRODUCTS WITH TRANSOM -- , %JBIluneoaoego
1 ,1�'bi skrAES 4j 11p.
EXTERIOR ELEVATION SHOWN �o�o.�@�,. 0 E VLIS°i' O/1GmJo
497520
4.388"
M
0.125" o
F M
m 0.726" 0.726"
F-
0.476"
0.476' 0.476"
ou 0.125" 0.125"
W `a
1.
000"a
II 2.110" 0.125" 2.110" 0.125" n °
1.000" f' 2.311"-� 1
1.375"
�^-5.500"
0.312" 0.375" I 3.000" o
N �
��9
O
3.000" 0.125" _ 0 0 0 � �°w m
ci ci f 0.438" ° _ FOR USE 0.438" ° t FOR USE o
r. ANCHOR LOCATION,0.750 U, N WITH 1"X 4" N WITH 1"X 4TYPICAL " y a o
1"X 3"MULLION 'GOAL-POST CLIP nj Oj MULLION M MULLION
1 6063-T6 ALUM. g Z
6063-T6 ALUM.
Lu
J�J Q
Z00 fjz mz
1.000" 1.950" ANCHOR LOCATION, ANCHOR LOCATION, Z On F C6 w 2
0.975" TYPICAL. TYPICAL Q m 0 c
ANCHOR LOCATION, ,29^ 5.500" w W �O a is
TYP3.000" g U §"v
0.125" 0.110" 0 0 0 Y 7 9
4.000"
o FOR USE FOR USE n
4.340" ^I.- 0.438" o iO 0.438" o 0 WITH 1"X 3" ui
v
0.970" �`! WITH 1"X 3" nQ.
�i MULLION N MULLION n GIII
2 1"X 4"MULLION NCH LOCATION,ICAL ANCHOR LOCATION, �6
6063-T6 ALUM.
1.685"
.29"
'GOAL-POST CLIP PLATE C6063-T6ALUM.
�C-CLIP-CLIP
4 6063-T6 ALUM. 606CIT6 ALUM.
Robert J.Amrnuso,RE
Florida RE No.49752
WOES
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1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION
#10 SMS OR SDS c"
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MS OR SDS o
WITH FULL THREAD
FULL THREAD j j jj PENETRATION INTO M
TRATION INTO v
ON MULLION w z
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a
1„ 1„
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#10 FLATHEAD 2" —� 2" = a o ,
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD J
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SDS,(4)PER CLIP SDS,(4)PER CLIP !9a w' 'w
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1"x3"or1"x �gm
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4"MULLION 1"x 3" 1"x 4" ?o Z
MULLION MULLION w w
TYPICAL ATTACHMENT AT /�1"X 3"MULLION ATTACHMENT AT � 1"X 4"MULLION ATTACHMENT AT c a LL�a N
1 MULLION INTERSECTION W/C-CLIP r 2 \MULLION INTERSECTION W/C-CLIP /j-'
\MULLION INTERSECTION W/C-CLIP w Y<2� o
4 VERTICAL SECTION ¢ SIDE ELEVATION \J�l SIDE ELEVATION g m F �F
cY JZy
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE)
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V/EDC 3EDGE EDGE 1EDGE EDGE EDGE T. DIST. DIST. `} DIST. DIST. DIST. ANCHORS PER
SCHEDULE,(4)PER
CLIP
EMBED. EMBED. EMBED.
ANCHORS PER ANCHORS PER
SCHEDULE,(4) SCHEDULE,(4) O 1 O
PER CLIP PER CLIPI •--�II
2" I Robert J.Amoruso,P.E.
#10 FLATHEAD
#10 FLATHEAD #10 FLATHEAD I Florida P.E No.49752
SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP ®aaaa9aean 3
4 w No 4970-2 't
1"x3"or1"x g
4" ISI w 1 x 3 - 1"x 4"
MULLION MULLIONs3 Zy/Li e
°040,. T iEI� O.rC
"" TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION
4 WITH T-CLIP 5 ATTACHMENT WITH T-CLIP r61ATTACHMENT WITH T-CLIP ;r^,s,•o R ��
4 VERTICAL SE~CTION�f f- ¢ SIDE ELEVATION ¢ SIDE ELEVATION �Jpe B� 11IA O It 13
DESIGN SCHEDULE: VxY MULLION WITH 'GOAL-POST' CLIP
MULLION TRIOUTARYWIDTH r = !
SPAN 16' 1 21" 24" 27" 30" 33" 3$" 39" 42" 46" 48" 1 53"
106" 27.6 23+8 20.8 18,3 16,5 16.0 13.8 127 11.8 11.0 10.3 J j
i 100" $2.8 28.1 24.6 21.8 19.7 17.9 16.4 15.1 14.0 131- 12,3 .11,1
! 96" 3710 31.7 27.8 24.7 22.2 2112 18:5 17.1 15.9 14.8 13,9 12 8 DESIGN SCHEDULE NOTES: a": •' '.
90° 44.9 38.6 33.7 30.0 27.0 24,6 22:6 20,7- 19.3 10.0 16.9 15.3
86"
$1+5 44:1 91.6 34.3 31.9 26.1 25.$ 23.8 22.1 21.8 19.3 17.5 1. DESIGN SCHEDULES PROVIDE_
84" 56.3 47,4 41.6 3618 33.2 30.1 27.8 26,5 23:7 22.1 20.7 18.6 POSITIVE(+)AND NEGATIVE(-)
USE WITH MULLION SYSTEM IN r'Oi1 i? Ec'?:KG LPBE'r i> Y+ a
80" 64.0 64.8 48.0 42.7 38.4 34.9 $2.0 29,5 27A 126.6 20 21.7 FOOT(PSF).
78" 66.0 66.6 49.5 44.0 39.6 36.0 $3.0 30.5 28.3 26A 24.6 22,4 �
f 76" 67;8 58.1 60.8 46.2 40.7 37.0 33.9 31.3 29.0 27.1 26.4 23.0 z FOR DETERMINATION OF ML:Li.ir:r-5�A x..'^• ,'.r <' `" o n
72" 71.5 61.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.6 26,8 24.3 TRIBUTARY WIDTHS,SEE ELE>ir.TiO:`i60i SkrF.? ' . >.. N D
i
68 76 0 66;9 58.5 621 46,6 42.6 3&0 38.0 33 q 31.2 29.3 28 6 a FOR INSTALLATIONS UTiLuir.c,N10:zr_'w oraE rvc «;;�- s;z., z O
OF CLIPPER MULLION,USE'fHF.
69° 76.0 73.6 04.4 57.2 61.5 46.8 42.9 39.6 36.8 34.3 32.2 29.2 L s'L°^'„uoke: Lw +::-:.:s.fir:•<:';•Fz-W '_O
64' 76.0 76.0 71.5 6316 57.2 62.0 47:7 44.0 40.9 38;2 35.8 32.4 DESIGN PRESSURE. R �
60.6" 75,0 75.0 76.0 67.9 01.1 6615 50.9 4T.0 43,6 40.7 38.2 34.6I- "
4. 'GOAL-POST CLIP MAY NOT BE:JSwD.f0^..""' • n-:-r,�,;�-•+
48" 75.9 75.0 76.0 71.5 64A 68.5 53.7 49.5 46.0 42.9 40.2 36.4 (Gmu)U LATIONS TO CONGRET> o?ctir., TE'� ar J ,'-. '<' a
w
z
42" 76.0 75.0 75.0 76.0 73.6 66.9 01.3 56.6 52.6 49.1 46.0 41.8 HG;;n ;, s zz I
38.4" 75.0 75.0 76.0 75.0 76.0 73.2 67.1 61.9 57,fi 58.7 50.3 45.6 5• ®DENOTES CONDITt,s.s 3
FOR USE,
36 76.0 75:0 76.0 75.0 75.0 75.0 71.6 66.0 61.3 57.2 63.7 48.6 ; m••::
30" 76.0 75.0 76.0 76.0 76.0 76.0 76.0 76,0 73.6 68.7 64.4 58.3
24" 75.1 75.0 76.0 75,0 76.0 75.0 754 75,0 76.0 76.1 75.0 72.9
! 5 :v �
I DESIGN SCHEDULE. INN' MULLION WITH 'T-CLIP'-OR 'C-CLIP' f
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42' 45" 48" 53'iL7
i.
{ 106" 27:5 23.6 20.6 1&3 18.5 16.0 12.7 11.8 11.0 10.3 Y
�.
100° 32.6 28.1 24.6 21.8 19.7 17.9 16.4 16.1 14.0 13.1 12.3 11+1
96" 37.0 31.7 27:8 24.7 22.2 20.2 18.5 17.1 16.9 14+6 13,9 12.6
90" 44.9 36.5 33.7 30,0 27.0 24.5 22,6 20.7 19.3 18.0 16.9 15.3
86" 5116 44.1 38.6 34.3 30.9 28.1 26.8 23.8 22.1 20.6 19.3 17.5 s
"1 65.3 47.4 41.6 36.8 33.2 30.1 27.6 26.5 23.7 22.1 20.7 18.8 "
81" 64,0 64.8 48.0 42.7 38.4 34.9 32.0 29.5 27.4 25.6 24.0 21.7 k
I 78" 59.0 59.2 61.6 46.0 41.4 37.7 34,6 31.9 29.6 27.6 26.9 23A
76" 74.6 64.4 56.0 49.7 44,$ 40.7 37,3 34.4 32,0 29.8 28.0 25.3
72" 76.0 75.0 66:8 58.5 62.7 47.0 43.9 40.6 37.6 35.1 32.9 29.5
" 76.0 75.0 76.0 75.0 68.4 62.1 52.6 48.8 46.6 42.7 38.7 -
80" J 76.0 75.0 76.0 76.0 75.0 76.0 76.0 70.0 65.0 60.7 68.9 51.5 1' saY>->ar•�rd
,4 5.+:`. I IYItuS,•y Jp
76.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 72.6 68.7 61.7 •_ -'• •- '/lp o
60.6" 75.0 75,0 76.0 76,0 75.0 75:0 75.0 76.0 76.0 75.0 72.7 65.8
48° 75,0 75.0 ' 75.0 75.0 75,0 76,0 76A 75.0 76.0 75.0 75.0 69.4
42" 76.0 75.0 76.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 16.0 75.0 H
38.4" 75.0 75;0 75.0 76.0 75.0 76.0 7510 75.0 75.D 75.0 75.0 75.0
36" 76:0 76.0 75.0 75.0 75.0 76,0 76.0 75.0 75.0 75.0 76.0 75:0
30" 760 75:0 75.0 75.0 76.0 75.0 76.0 75.0 75,0 76.0 76,0 75 0 1 `t.r
24" 76.0 75.0 76.0 75.0 75.0 76.0 75.0 76.0 75,0 75.0 76.0 75.0 f�ytt. 1Roa°