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Miltr
� M- FL# C FL14095-R
Application Type Revision PER, M1�T f;
Code Version014 St. i D-CiP
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
Product Manufacturer JELD-WEN F t1hal
!,
Address/Phone/Email 3737 Lakeport Blf r
Klamath Falls,OK760
(800)535-3936 r 1
fbci@jeld-wen.com � ^
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 02/13/2017
Date Validated 02/14/2017
Date Pending FBC Approval
Date Approved 02/15/2017
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 FL1409S R8 C CAC N1011567 04-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2025
Design Pressure:+65/-70 Installation Instructions
Other:Laminated glazing interlayer material requirements FL14095 R8 II FL14095 R5 II DP65-
meet the current edition of the FBC in accordance with 70 36x72 Impact installation instructions.odf
Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14095 R8 II NI011567.04-R2 Dwgs 02172016.odf
interlayers.White ridged PVC exterior extrusion Verified By: Hermes Norero,PE 73778
requirements meet the current edition of the FBC in Created by Independent Third Party:Yes
accordance with Miami-Dade NOA.IG back bedded with Dow Evaluation Reports
995. FL14095 R8 AE fR3094.Ddf
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 R8 C CAC NI011S67 08-R1.0f
Approved for use outside HVHZ:Yes FL14095 RS C CAC N1011567 09-Rl.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+65/-70 04/30/2025
Other:White ridged PVC exterior extrusion requirements Installation Instructions
meet the current edition of the FBC in accordance with FL1409S R8 I1 36x72 DP65-70 Installation.odf
Miami-Dade NOA.IG back bedded with Dow 995. FL14095 R8 lI 36x72 DP65-
70 Throuoh Frame Wood Installation.PDF
Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL1409S R8 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 R8 C CAC N1011567 06-Ri.pdf
Approved for use outside HVHZ:Yes FL14095 R8 C CAC N1011567 07-Rl.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+65/-70 04/30/2025
Other:White ridged PVC exterior extrusion requirements Installation Instructions
meet the current edition of the FBC In accordance with FL14095 R8 11 52.125x75 DP65-70 Installation.odf
Miami-Dade NOA.IG back bedded with Dow 995.Windows FL14095 R8 II 52.125x75 DP65-
with insulated glass wider than 36"require setting blocks. 7Q Through Frame Wood installation.PDF
Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FI-14095 R8 AE PER3093.odf
Created by Independent Third Party:Yes
14095.4 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 HVHZ:Yes FL14095 R8 C CAC NI011567 02-R2.odf
Approved for a Z:Yes Quality Assurance Contract Expiration Date
Impact Resi �+50/-6
04/30/2025
Design Pre urInstallation Instructions
Other:Laminar material requirements FL14095 R8 II FL14095 R5 11 DP50
meet the current edition of the FBC in accordance with 60 52.125x75 Impacr Installation Instructions.odf
Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL1409s RS II N1011567.02-El Dwos 02172016.pdf
interlayers.White ridged PVC exterior extrusion Verified By: Hermes Norero,PE 73778
requirements meet the current edition of the FBC in Created by Independent Third Party:Yes
accordance with Miami-Dade NOA.IG back bedded with Dow Evaluation Reports
995.Windows with insulated glass wider than 36"require FL14095 R8 AE PER3091.pdf
setting blocks. 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 FL1409G R8 C CAC NI011567 01-Ri.pdf
Approved for use outside HVHZ:Yes FL14095 R8 C CAC N1011567-R1.D0f
.. ... .. .. ... .___...... .....
TKRU JAMB YX. MNbISTANCE
MASONRY INSTALLATIONFROY
FOR EDGE:21/2°
O9RHER5
MASONRY
BLOCK
aiVD'MIN.
4.5*
EMBEd
TR MENTL
__..._. ,._.._.".___.._ ..._..._....._._W__......._.._.___W_.__._........._....._�..._.._'.___"
X.JAMB
1 L 1 1/4'MIN.
EMDEDMENT
114'Max iJ4"MAX
SHIM SPACE
SHIM SPACE '
MIN.DISTANCE
_ z2mm FOR EbGE:21/2" 9 •2
�-
GLA 81TE _
13
MASONRY
€ I------ BLOCK t
JAMA SECTION(TYP)
t�LAZING DETAIL HORIZONTAL SECTION
FRAME SECTION('SYP)
VERTICAL SECTION
' µnra:.wv...x:wyraxAx„tew:y .
1/4'MAX
SHIM SPACE
fROM
� .q 'q .• EMBEDMENT
4 PREMIUM ATLANTIC VINYL SH WINDOW
WBIDOW WIDTH(62 1/6'YA%.}-----�� q•'AC.•
BLOCKMAMASONRYMax1 JO X 75D'}':J /"VV P RAI YES
T
TYPICAL ELEVATION WITH FASTENER SPACING FOREoceTiNnLARGE MISSILE IMPACT
Installation Notes: General Notes:
I. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Cade(FBC)including HVHZ and the industry requirement for the stated conditions.
concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2• All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3• At minimum,glazing is 3mm annealed-11mm airspace-3mm annealed-2mm PVB Interlayer by
to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed.
project of installation. 4. Use structural or composite shims where required.
This schedule addresses only the fasteners required to anchor the �`�tjar
window to achieve the rated design pressure up to the size limitations �%l 4
%noted, It is not intended as a guide to the installation process and does �V PROJECT ENGINEER: DATE:
not address he sealing consideration that may arise in different wall ��►��{ca`,._`` " • ��i�, -- 08/13J2014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions •: :' % �� ",. DRAWN BY: SCALE: JELDN Klamath Falls,OR.97601
packaged with the window or go to
r
D.Vezo NTS Phone: (541)882-3451
www.jeld-wen•com/resources/installation, * * CHECKED BY: TITLE:
• _ J. Kantola
DISCLAIMER: T T !� APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
This drawing and its contents are confidential and are not to be Q,� J C)�';•"' ��`` P Rr o D
reproduced or copied in whole or in part or used or disclosed to others 'le;, P.E. xo S• e tip~
except as authorized by JELD-WEN Inc. 396 Eto 338 IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG.Na.: REV: SHEET
e NC7L210-3874- -FBC 00 2OF3
SCIS Home Log In $ User Registration Hot Topics $ Submit Surcharge i Stats&Facts Publications $ FBC Staff SCIS Site Map Links Search
.,H,onda
Product Approval
r *USER:Public User
v,+raaxa rp� r—'ti
j Product Approval Menu>prcduor Application Search>Aooli ation List>Application Detail
ct lic
_r
FL#
FL11870-R4
Application Type Aation J � �_�) $ ,
- s
Code Version2014
Application Status A rove PE{'i:1Ii S-TimGi
St. Lucie County, FL
Comments
Archived r
Product Manufacturer JELD-WEI
Address/Phone/Email 3737 Lakeport Blvd sR OLP L
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
I I 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
0 Validation Checklist-Hardcopy Received
Certificate of independence FL11870 R4 COI C oft 2263 Rev0 413-
1003 JW StructuralMullion,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 Eauiv EER 2263 RevO 413-
1003 JW StructuraiMuliion A,odf
Sections from the Code
�I I 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 {?Yes (.%No ()N/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
Model,Number or Name Description
11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11870 R4 11 1ELD0108 RevO Ddf
Approved for use VHZ,Yes Verified By: Robert].Amoruso,P.E.49752
Impact Resistan 7+775/7-7)5
Created by Independent Third Party:Yes
Design Pressur Evaluation Reports
Other: FL11870 R4 AE PER 2263 RevO 413-
1003 3W StructuralMullion A.odf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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
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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
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JELD-WEN r
CLIPPED ALUMINUM TUBE MU LION
LAROE AND SMALL MISSILE IMPACT.RESISTANT- II WZ
MULLION SPAN VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS & �
GENERAL NOTES: INSTALLATION NOTES: a 22
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. 3
BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM
DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-114"TO CONCRETE AND 2'TO HOLLOW BLOCK
2.NO 33.113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF tU ro
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.314"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). _ oq LL
u� O
3. OBAND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 8E DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 2". U
J SPE i1
Oi r ut
OB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.85 OR GREATER.
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS 5 p
.
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. x
o W
S.PERMIT HOLDER SHALL VERIFYTHE 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 CU cc� z )
(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE p O j°8 z
� W
8.ALL EXTRUSIONS SHALL BE 8063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. 2 ED CO 5fa
R.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE a0 LL m O
7.ALL FENESTRATION PROflUCTS TO BE USED WITH THESE MULLIONS SHALL MEET N!APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR 0.
LL pz
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 �Y F-Z z
REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. g z_ ttE
8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE MULLIONS MAY BE MOUNTED VERTICALLY
OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT x Q h d
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. M w 2 y g
ID. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS o--J a Egi3
10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. �� �
11. MINIMUM ANCHOR EMBEDMENT SHALT.BE AS NOTED IN HEREIN,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, I I. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH U W
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOA NCHOR-Posr CLIP AND CUP PLATE. In
g o
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: '� Q
TO BE USED WITH THESE MULLIONS,
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1. TO CONCRETE BLOCK
1.1. 3716'DIA.tTW ADVANCE THREADFORM TAPCONS WITH V MINIMUM EMBEDMENT AND 2"MINIMUM
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDABUILDING 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. TO 2500 PSI MINIMUM CONCRETE
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, METALS INCLUDED.
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALLHALL HAVE
MINIMUM EDGE DISTANCE.2.1. 3116`DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112"MINIMUM EMBEDMENT AND 2.114"
E BEEN PROTECTED. 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 314'MINIMUM EDGE DISTANCE. Robed J.Amoroso.P.E.
4. TO 118"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Florida PE.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.
SHEET SHEET DESCRIPTION top
' S4'r
1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE
2 ELEVATION GSE.
N0 49752 :CT
3 COMPONENTS +
4 C-CLIP AND T-CLIP INSTALLATION DETAILS
5 'GOAL-POST CLIP INSTALLATION DETAILS ~
�`°eF�QNAI �tieee�
6 8 7 MULLION SPAN VS.LOAD WIDTH TABLES f�rTT1Al10{�eb4
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C')PROVIDED
GEOMETRIC IN DETAILS 111,211 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE o $
SHAPES // �\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS c;
INCLUDED PRODUCT PIER \� SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
V
SEPARATE APPROVAL \\ W 1 468 12 H-
446 15 MULLION - 4 5
e
.A" MULLION
OR
SUBSTRATE Q.
23 23 4 12
q 4 4 6 FENESTRATION c
FENESTRATION PRODUCT PER PRODUCTPER MULLION
SEPARATE APPROVAL SEPARATE OR
W1 APPROVAL SUBSTRATE
MULLION---,, MULLION 446 15 MULLION--\ 456 12 c
4 5
C. 'A' MULLION FENESTRATION
"A" PRODUCT PER O N
FENESTRATION FENESTRATION FENESTRATIONL1 SEPARATE
L2 PRODUCTPER PRODUCTPER PRODUCTPER W2 APPROVAL 'F
SEPARATE SEPARATESEPARATE NESTRATION PRODUCT PER
APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL
WG r1
d56 12 458 72 4 8 12 �Z'
4 5 4 6 d 6 m 0 w
2
Roo mz a' z
zmtd W0
---f---W 5--I L 1 —I f-- W 1 °
�--W,3---I---W4 �~W2�I W W Q m W
2Q z
NOTES: NOTES: NOTES: J 52 � �z3
M�3tl3
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY Y Q
UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT
EXCEEDED. LMI7ATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT Oa V
EXCEEDED. app
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL y EE
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL, 2, ANCHORAGE OF FENESTRATION PRODUCTS TO
O :lSee
MULLIONS SHALL BE PER SEPARATE APPROVAL. 8 5
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM g gLLOWABLE DESIGN PRESSURES SHALL BE E a '
SCHEDULES. DESIGN SCHEDULES.
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS ANDTRIBUTARY WIDTHS SHALLBE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS: q, MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOWS:
4.1. MULLION"A'
4.1.1. MULLION SPAIN=L1 4.1. MULLION'A'
4.1.2. TRIBUTARY WIDTH=(W7+W2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A'
4.2. MULLION"B" 4.1.2. TRIBUTARY WIDTH=(WI+W2)2 4.1.2.1. TRIBUTARY WIDULLION TH
4.2.1. MULLION SPAN=L2
4.22. TRIBUTARY WIDTH=(W3+W4)/2
4.3. MULLION
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH=(W4+W5)2
FENESTRATION PRODUCTS FE ESTRATION PRODUCTS
MULLED VERTICALLY 3 MU LED HORIZONTALLY R P.E.N.4s 52
MULLED FENESTRATION EXTERIOR ELEVATION SHOWN ERIOR ELEVATION SHOWN
1 PRODUCTS WITH TRANSOM 1 1 ,cs ��,�o,
1 EXTERIOR ELEVATION SHOWN
y�•: T TE 11 �rc" I
d
0.125"
TYP.
0.726' 0.726"
L
0.476125" 0,476.125
""
0. " 0 17- LLI
0
1.000" 2.110" 0J25' 2.110" 011251,
1.000' 1— I
2.311
1.375" 5.500" 4
T- 0 0.312" 0.375 3.000"
0
3,000" 0.125" 0 0
ci I— - I
U) 0 T FOR USE
0.438" 0.438" 111 FOR USE
ANCHOR LOCATION,0.750"' 0 in WITH VX 4"
C',
WITH 1"X 4" ai
TYPICAL MULLION
I"X 3"MULLION -'GOAL-POST'CLIP MULLION
Z
�6063-T6 TALUM. �_�6063-TB�ALUM. Ck
1.000" 1,950" ANCHOR LOCAMON. ANCHOR LOCArON. 2 W
0.975" rYPICAI. TYPICAL ic
J,w-a N
coo
0 pn 4
ANCHOR LOCATION, 2 96
TYPICAL29 5.500"
flo
3.000"
0.125"
4.000" 0.11011, cl)
—T. T —T 1-
FOR USE FOR USE m
4.340" 0.438" 0 to 0.438" Ln Lu
WITH V X 3' C4 WITH 1"X 3"
0.970"
MULLION C4 MULLION
o c�
I"X 4" U -0— ANCH R LOCATION. ANCHOR LO WIION,
181
TYPICOAL TYPICAL
6063-T6 ALUM. 1.685"
.29"T
TC C-CLIP
'GOAL-POST'CLIP PLATE LIP (6—Y6O1C3T6pALUM.
4 6063-T6 ALUM. 6 63-T6 ALUM,
Robert J.Amoroso.P.F-
F(orde P.E.No.49752
SAMES
No 49752 Z
11 YE
V x 3"or T'x4"MULLION V x 3"or I"x 4"MULLION
#10 SMS OR SDS #10 SMS OR SDS
WITH FULL THREAD
WITH FULL THREAD PENETRATION INTO
PENETRATION INTO ��j
MULLION 13,- MULLION
8
4
Xzzz./
1/2"
O'�-----T -0
#10 FLATHEAD 2" j '
SDS,(4)PER CLIP #10 FLATHEAD FLATHEAD us
0
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TYPICAL ATTACHMENT AT I"X 3"MULLION ATTACHMENT AT I"X 4"MULLION ATTACHMENT AT 0 L<,p
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SCHEDULE.(4) SCHEDULE,(4) 0 1 0 0
PER CLIP PER CLIP ( 2" Robert J.Amom0P.E.
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD FtorMa P.E.NO.S49'752
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4"MULLION 1.x 371 V x4"
MULLION MULLION .4r
TYPICAL ATTACHMENT X 3"MULLION I X 4"MULLION
4 ITH T-CLIP 5 TTACHMENT WITH T-CIP —' ATTACHMENT WITH T-CLI
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4 ERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION
DESIGN SCHEDULE: 1 'xY MULLION WITH 'GOAL-POST' CLIP
MULLION 'FRIBUTARYWIDTH
v
_SPAN 18" 21- 1 24" 27" 30" 33- S9" 39" 42" 45" 48" 1 63"
108' 27.6 23.8 20.8 18.3 °
18,8 16.0,_,-,..,,•_ 13.8 12.7 11,8 11.0 1013 L
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100" 32.8 28.1 24,8 21.8 19.7 17,9 18,4 16,1 14.0 13.1 12,3 11.1 O�
_..__._...__.__._.._...._.._.__1111_. --�...
98" 3710 31.7 _ 27.8 24.7 22,2 20.2 18.B 17.1 16.9 14.8 13.0 12,8 DESIGN SCHEDULE NOTES:
90 44.8 38.6 33.7 30.0 __.27.0 „ _ 2.4.6, 22.6 2017 19.3 18.0 18,9 16,3
_»•-.�_.._ -••�•»• •••""- - 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
86� 81.6 44.1 36.8 34.3 80.9 28.1 26,8 23.8 22.1 20.8 19.3 17.6 POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR
84" 66.3 47.4 41.6 36.8 33.2 30.1 27.8 26.6 23.7 22.1 20,7 18.8 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
»__.__.._....._....... .__...............-___.........._._
80- 64.0 $4.6 48.0 42.7 384 34.9 32,0 29.6 27.4 25.6 24.0 21.7 FOOT(PSF).
........ _ m _1.11,1_...-. _
76" 68.0 66,0 49.5 44.0 39.8 36.D 33.0 30.5 _ 28.3 264 246 22.4 2. FOR DETERMINATION OF MULLION SPANS AND
111_1._ ............. g
78 87.6 66.1 50.8 46.2 40.7 37.0 $3.9 31.3 29.0 27.1 264 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2, '
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72' 7i.6 81,8 53.7 47.7,_„ 42.9 39.0 36.8 _33.0 30.7 28.6 28,8 24.3 C o
Be, 76.0 66.9 68.5 62.0 48,8 42.6 39.0 38.0- - 33.4 31.2 20.3 28.6 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
-•--- -•^ -•••-•�•-••• OF CLIP PER MULLION,USE THE LESSER ALLOWABLE =W
80" 76.0 73.6 84.4 67.2 61.6 46.8 42,8 39.8 3610 34,3 32.2 29.2 DESIGN PRESSURE. �n-1
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64" 76.0 76,0 71.6 83,8 57.2 62.0 47.7 44,0 40.9 38.2 _ 35.8 32.4 0 ¢3 "
• �• ••• .7 - 4. 'GOAL-POST'CLIP MAY NOT BE USED FORI-
60.8" 76.0 76,0 76.0 67.9 61.1 65.6 eD.$ 47,0 43,8 40.7 36.2 34.6 INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
48" 76.0 76.0 75.0 71.5 64.4 68.6 63.7 49.5 48.0 42,9 40.2 38.4 (CMU).
..___ -_..._.__........ -_._.r._.__.
42" 76.0 78.0 76.0 76.0 73.6 68.9 81.3 66.8 52.8 49.1 46.0 41.8 z 0 3 z
1_1.11.._..........._..._. 11_1.1_..-,_1....111_.-___,..._._..._.....,.._-......_.__,. 5. ®DENOTES CONDITIONS NOT ACCEPTABLE -O O
38.4" 75.0 76,0 76.0 76,0 76.0 73.2 87,1 81.9 67,6 ...... FOR USE. F• w O ry
_ 36" 76.0 760 76,0 76.0 78.0 75.0 71,6 86.0 01.9 67.2 63.7 48,8 tr¢m
_..........._._.........._._.._........ __-111__1 ._.-...........^ vi
30 76.0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 73.6 68.7 644 68.3 b a.x 88
24" 76.0 76.0 76.0 76.0 76.0 75.0 760 76.0 78.0 760 7&0 72,8 .W,Y<Z¢ 6pe
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DESIGN .SCHEDULE: Vx3" MULLION WITH 'T-CLIP' OR 'C-CLIP' m a 1
MULLION TRIBUTARYWIDTH
U C
SPAN 18" 21" 24" 27" 30" 33" 38" 39" 42' 46" 1 48" 63" 5 6
108" 27,6 23,6 20.6 1813 16.5 16.0 11-0 12.7 11.8 11.0 10.3
100" 32.8 28.1 24.8 21.8 19.7 1T,$ 18.4 16.1 14.0 13.1 12,3 11.1
...__._ .. ,...._......._..,......__...-_._�
96" 37.0 31.7 27.8 24.7 22.2 20.2 1816 17,1 16.9 14.8 13.9 12.6
90" 44.9 38.6 33.7,_..__ 30.6�,w•V 27,0 24.6__.....�-22,5 29.7 10.3 18.0 16.9 - _. 16.3
88" 61.5 44.1 36.6 34.3 30.9 28.1 25.6 -- 23.8- 22.1 _ 20.6 19.3 17.5
.._..._....._....._...-_... __1111.1111...-.-111_1_.._.-_.
U. 65.3 47.4 41.6 36.8 33.2 30.1 27.8 26,6 23.7 22.1 20.7 18.8
_1_111.._...........-............_ __._................. - _-1111..
80" 54.0 64.8 480. 42.7 984 34.9 32 0 29.6 27.4 25.824,0 21.7
.� .._.........._._._...._._._
78" 89.0 69.2 61.8 48.Q 41.4 37.7 34.6 31.9 28,8 2718 26.9 23.4
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78" 74.6 84.0 68.0 49.7 44.8 40.7 37.3 34A 32,0 29,8 28.0 26.3 Robert J.Amomso.RE
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72" 76.0 76.0 65.8 58.5 62.7 47.9 43.9 40.5 37.6 35.1 32.0 29.8 Fbride P.E.No.49752
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76.0 76.0 76.0 75.0 88.4 82.1 52.6 4B.8 46.6 42.7 38.7
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7610 76.0 75.0 76.0 .. ..6..........__._1111
60.6" 76.0 76.0 760 760 750 76.0 75.0 76.0 75.0 7fi.0 72.7_ 86.8
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48- _..76_0__...._-.. 75.0 - 760 K67 75.0 760 76.0 76,0 76.0 75.0 76.0 69.4
42" 76.0 75,0 76.0 75.0 76.0 75.0 75.0 76.0 76.0 76.0 78,0 i 76.0 =
38.4" 7&0 75 07b.0 76 0 76.0 76 0 76.0 76.0 7b.0 76 0 76.0 78.0
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36" „76.0 76.0 75.0 76.0 76.0 75.0 76.0 76.0 76.0 76.0 76.0 76.0 ���•,
30' 76.0 76,0 78.0 76,0 76.0 76.0 76.0 76.0 76.0 78.0 7b.0 7b.0S:.O q(O,.• �tt
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24" 76.0 75.0 76.0 76,0 76.0 76,0 76.0 ..6.....___.
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