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FL #
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Comments
Archived
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Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
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Evaluation Report
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL11870-R7
Affirmation
2020
Approved
4 __igV�1A/ED -to (�/— ( I
CODE COMPLIANCE
ST, L�CiE COUNTY
�lL� BOCK err[
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
fbcl@jeld-wen.com
Rylee Sumner Fricks
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
C;.; Evaluation Report - Hardcopy Received
Robert J. Amoruso, P.E.
PE-49752
National Accreditation and Management Institute
12/31/2022
Steven M. Urich, PE
C Validation Checklist - Hardcopy Received
FL11f370 R7 COl._C„af,,1,„22G _PgLyg„.413
1003 J`+V StrticturalMuilion.pdf
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 201
TAS 202
TAS 202
TAS 203
TAS 203
Equivalence of Product Standards
Certified By
Year
1994
1994
1994
1994
1994
1994
Florida Licensed Professional Engineer or Architect
https://www. floridabuilding. org/prlpr_app_dtl. aspx?para=—wGEVXQwtDqub%2fM2eroZ... 9/ 14/2021
Florida Building Code Online
Page 2 of 2 _
Sections from the Code
FL11870 R7 Eouiv EER 2263 RevO
1003 JW StructuralMullion A.Ddr
Wi 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. 0Yes C, No i `�N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/11/2020
08/11/2020
08/19/2020
FL #
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 R7 II JELD0108 RevO.Ddf
Approved for use outside HVHZ: Yes
Verified By: Robert J. Amoruso, P.E. 49752
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +75/-75
Evaluation Reports
Other:
FL11870 R7 AE PER 2263 RevO 413-
1003 JW StructuralMu Ilion A.odf
Created by Independent Third Party: Yes
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JELD-WEN
CLIPPED ALUMINUM TUBE MULLION
LARGEAND SMALL MISSILE IMPACT RESISTANT - HVIIZ
MUMIONSPAN VS. LOAD WIDTH TABLES - MSTALLATIONANCHORAGE DETAILS
GENERAL NOTES: INSTALLATION NOTES:
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OFTHE FLORIDA
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAB 201 / 2021203. AND ALUMINUM
DESIGN MANUAL
2. ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4' 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 FACTOR
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
3, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF
NOMINAL 2x (MIN) WOOD STUD Q.e. 314' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE
4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 12'.
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS
5. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY (SG) = 0.55 OR GREATER.
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT,
6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS
(BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE.
7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS, e.g. WIND
LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC.
B. TOP &BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE MULLIONS MAY BE MOUNTED VERTICALLY
OR HORRONTALLY AS APPLICABLE
9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
)0. WOOD HOST STRUCTURE SHALL BE -SOUTHERN PINE' G = 0.52 OR GREATER DENSITY.
711. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO,
FOAM, BRICK, AND OTHER WALL FINISHES.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS
TO BE USED WITH THESE MULLIONS.
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT, AND NON -IMPACT APPLICATIONS.
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, DISSIMILAR METALS INCLUDING
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, INSTALLATION NOTES & ANCHOR SCHEDULE
2
ELEVATION
3
COMPONENTS
4
C-CLIP AND T-CLIP INSTALLATION DETAILS
5
'GOAL -POST CLIP INSTALLATION DETAILS
6 & 7
MULLION SPAN VS. LOAD WIDTH TABLES
7. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME
SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE
BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION.
B. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE
BUILDING OFFICIAL MAY REQUIRE ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR
THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR
REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING.
10. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE EXISTING STRUCTURE.
11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
'GOAL -POST CLIP AND CUP PLATE.
ANCHOR SCHEDULE:
1. TO CONCRETE BLOCK
1.1. 3116' DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1' MINIMUM EMBEDMENT AND Y MINIMUM
EDGE DISTANCE.
1.2 ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
2. TO 25DO PSI MINIMUM CONCRETE
2.1. 3/16' DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2' MINIMUM EMBEDMENT AND 2-1/4'
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 1-1/2- MINIMUM EMBEDMENT
AND 3/4' MINIMUM EDGE DISTANCE.
4. TO 1/6" THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE (Ftu = Fry= 22 KSI MINIMUM)
4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SDS) WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2' MINIMUM EDGE DISTANCE.
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Robert J. Amoroso, RE
Florida P.E. No. 49752
m
L1
iEOMETRIC
SHAPES
INCLUDED / FENESTRATION
PRODUCTPER
SEPARATE APPROVAL \\ W 1
158 12
4 5 / MULLION
—\ \
1 .0
FENESTRATION FENESTRATION FENESTRATION
L2 PRODUCTPER PRODUCTPER PRODUCTPER W2
SEPARATE SEPARATE SEPARATE
APPROVAL APPROVAL APPROVAL
455 12 656 12
LL===Pl . 11 14---1
4 6 4 5
F---W3-1 - W4-1 - W5--1
NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE
UNLIMITED PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER
SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN
SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS:
4.1. MULLION'A
4.1.1. MULLION SPAN =L1
4.1.2. TRIBUTARY WIDTH = (WI +W2)T2
42. MULLION'B'
4.2.1. MULLION SPAN =L2
4.22. TRIBUTARY WIDTH =(W3+W4y2
4.3. MULUON'C'
4.3.1. MULLION SPAN =13
4.32. TRIBUTARY WIDTH =(W4+W5)2
MULLED FENESTRATION
PRODUCTS WITH TRANSOM
1 EXTERIOR ELEVATION SHOWN
NOTE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED
IN DETAILS 1/1, 2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS
SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
456 12
a 5
MULLION
OR —
SUBSTRATE
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
ann W1
'A'
NESTRATION PRODUCT PER
SEPARATE APPROVAL.
W12
L
I— L1
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE
MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION
LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
BE PER SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM
DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS:
4.1. MULLION'A'
4.1.1. MULLION SPAN =L1
4.12. TRIBUTARY WIDTH = (W1 + W2j2
i
FENESTRATION
PRODUCTPER
SEPARATE
MULLION
APPROVAL
OR
SUBSTRATE
MULLION
FENESTRATION
.A.
PRODUCTPER
L 1
SEPARATE
APPROVAL
458 12
4 5
�--W1
W2�
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY
BE MULLED TOGETHER AS SHOWN PROVIDED THAT
MULLION LIMITATIONS NOTED HEREIN ARE NOT
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO
MULLIONS SHALL BE PER SEPARATE APPROVAL-
3. ALLOWABLE DESIGN PRESSURES SHALL BE
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
DETERMINED AS FOLLOWS:
4.1. MULLION'A'
4.1.1. MULLION SPAN =L7
4.12. TRIBUTARY WIDTH =(W1+W2j2
7
FENESTRATION PRODUCTS
FENESTRATION PRODUCTS
2
MULLED VERTICALLY
3
MULLED HORIZONTALLY
1
EXTERIOR ELEVATION SHOWN
A
EXTERIOR ELEVATION SHOWN
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Florida RE No. 49752
1.000"
3.000' U 0.125'
1 V X 3" MULLION
606346 ALUM.
1.000"
0,125'
4.000"
1
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L 6063-T6 ALUM.
4.388'
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1.375"
0.312" 0.375"
ANCHOR LOCATION, 0.750'
TYPICAL
K-ON�GOAL-POST CLIP
A.7 6063-T6 ALUM.
1.950"
0.975'
ANCHOR LOCATION, 29-
TYPICAL
0.110"
4.340'
0.970"
t
1.685"
�1'GOAL-POST' CLIP PLATE
4 ^
6063-T6 ALUM.
0.726" 0.726"
0 " �
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0.125" 10.125"
7-
110'2.
0.125" 2.110" � 0.125"
5.500"
3.000"
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N WRH1°X4°
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I Robert J. Axno-o, P.E I
Florida P.E No. 49752
-1"x W or 1" x 4" MULLION
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION i// ,
#10 FLATHEAD
SDS, (4) PER CLIP —
1" x 3" or 1" x 4" MULLION
1" 1„
T
#10 FLATHEAD
SDS, (4) PER CLIP
1"x3"or1"x
4" MULLION 1"x 3"
MULLION
TYPICAL ATTACHMENT AT 1" X 3" MULLION ATTACHMENT AT
�1MULLION INTERSECTION W/GCLIP r�MULLION INTERSECTION W/GCLIP
4 VERTICAL SECTION \,V SIDE ELEVATION
SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE)
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
#10 FLATHEAD
SDS, (4) PER CLIP
4"
1"x4"
MULLION
� 1" X 4" MULLION ATTACHMENT AT
7 a�\MULLION INTERSECTION WIC -CLIP
J SIDE ELEVATION
ANCHORS PER
SCHEDULE, (4) PER
CLIP
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ANCHORS PER ANCHORS PER 1 �2" 1 11 11
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SCHEDULE, (4) SCHEDULE, (4) O O
PER CLIP PER CLIP 2" 1- 2„
RobertJ. Amonlso, P.E
#10 FLATHEAD #10 FLATHEAD #10FLATHEAD Flndde PP.E.No. 40752
SDS, (4) PER CLIP I SDS, (4) PER CLIP SDS, (4) PER CLIP "o<<uuewrryi�"
1"xWor1"x
4" MULLION
TYPICAL ATTACHMENT
1-41WITH T-CLIP
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3" ---1
1"x3"
MULLION
1" X 3" MULLION
5 ATTACHMENT WITH T-CLIP
4 SIDE ELEVATION
4"
1"x4"
MULLION
1" X 4" MULLION
r61ATTACHMENT WITH T-CLIP
4 SIDE ELEVATION
SUPPORTING SUBSTRATE
(SEE ANCHOR SCHEDULE)
EDGE
DIST.
ANCHORS PER
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK
(CMU) OR CONCRETE
143/8" MIN. INTERIOR
1 " 3/8" MIN.
EXTERIOR
L #10 FLATHEAD
SDS, (4) PER CLIP
LL \ 1" x 3" or 1" x 4" MULLION ,
5
TYPICAL ATTACHMENT WITH
%1i'GOAL-POST CLIP
5 SIDE ELEVATION
NOTE: 'GOAL -POST CLIP AND
CLIP PLATE SHALL NOT BE
USED WITH 3/16" TAPCONS
FOR ANCHORAGE TO
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
USED ONLY FOR
ANCHORAGE TO WOOD,
ALUMINUM OR STEEL.
1.95"
#10 FLATHEAD 1.375"
SDS, (4) PER CLIP ----\
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0
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SCHEDULE EXCEPT
FOR ANCHORS TO U
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