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Product ADDroval Menu>Product or ADDlication Search>ADDlication Lis[>Application Detail RECEIVED
FL# FL11870-R5
Application Type Affirmation JAN 2 3 2018
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
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 Jason Kantola
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 12/31/2018
Validated By Steven M. Urich, PE
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL11870 R5 COI C of I 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 R5 Eauiv EER 2263 RevO 413-
1003 JW StructuralMullion A.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 1/23/2018
Florida Building Code Online Page 2 of 2
Sections from the Code
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 DYes ONo ON/A
Product Approval Method Method 1 Option D
Date Submitted 07/10/2017
Date Validated 07/10/2017
Date Pending FBC Approval
Date Approved 07/12/2017
Summary of Products
FL# 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 R5 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 R5 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.Coovrioht 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:
C
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraxn=wGEVXQwtDqub%2fM2eroZ... 1/23/2018
JELD-WEN
a
CLIPPED AL UMINUM TUBE MULLION
LARGE AND SMALL MISSILE IMPACT RESISTANT- ItVHZ
U.1
MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATION ANCHORAGE DETAILS &
a
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. 8
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 FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF LU
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).
ID8 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 12'. _
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)-0.55 OR GREATER w i o
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS 0_ e
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, $ 0
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. > Z O
wa OZ
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-TIMEU Q n Q O )
(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 =O O O a6 Z
BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION. Z m N-w
6.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. ; j m
8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE d U.p Z
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET AN APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR CL
LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR 'w'+ya Q Z Z
REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. J 'q
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 A Y Q ✓¢y
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. m C1 Z I y
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. W
10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL 13E ANCHORED PROPERLY TO TRANSFER LOADS 0-
10. WOOD HOST STRUCTURE SHALL BE*SOUTHERN PINE-G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. j E P
U W NPP
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W !p�
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-pOST CLIP AND CUP PLATE.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: §B
TO BE USED WITH THESE MULLIONS.
1. TO CONCRETE BLOCK
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3116'DUI.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.
1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. TO 2500 PSI MINIMUM CONCRETE
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. MINI
DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENT AND 2-1/4'
M
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE.
2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR ZX 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 314'MINIMUM EDGE DISTANCE. Robert J.Amoroso,P.E.
4. TO 118"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(FW=Fly=22 KSI MINIMUM) FbrW&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 12"MINIMUM EDGE DISTANCE.
SHEET SHEET DESCRIPTION 'jAMEs4 i,���
1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE 1•��CQ•�CEN'• i
2 ELEVATION �; NO 49752 •S
3 COMPONENTS - •*
4 C-CLIP AND T-CLIP INSTALLATION DETAILS
'Go
6&7 MULL ON SPANIVSN LOAD WIDOTH DETAILSTABLES ,' ONALEN�`?�,`
/111/11/1
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C')PROVIDED w
GEOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE a
SHAPES DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS �-
INCLUDEDFENESTRATION
/ PRODUCTPER �� SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
/ SEPARATEAPPROVAL \
W1
4ss tz
4 4 6 15 / MULLION I 4 5
'A' (~j
1yl MULLION I I
OR 0
SUBSTRATE 0_
23 23 458 12
q 4 4 5 FENESTRATION
FENESTRATION PRODUCT PER PRODUCT PER MULLION
SEPARATE APPROVAL SEPARATE OR
MULLION MULLION--,,,, 456 12 MULLION 456 12
W 1 APPROVAL SUBSTRATE
.B. .C. 4 5 'A,. 4 5 o r
'll MULLION FENESTRATION = r 0
FENESTRATION FENESTRATION FENESTRATION '4 PRODUCT PER > O
L2 PRODUCT PER PRODUCT PER PRODUCT PER W2 Li SEPARATE
SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL
APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL to o
456 t2 456 12 W2 O
4 5 4 5 456 12 Q�J
>rZ
LU m O w
U J a 0 I
mooz
_ zmvi20 $
LU.-i
�W3 W4W5--I I�—L1 -I I--W1— 3
W2� 6C)<F
J w 2 J E
Y
NOTES: NOTES: NOTES: < N66p=
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 S`
UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT m O 1
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT IJ
EXCEEDED. a
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2, ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL f
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U
MULLIONS SHALL BE PER SEPARATE APPROVAL.
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM o
SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE _
DETERMINED FROM DESIGN SCHEDULES. ddd
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=L1 4.1. MULLION'A'
4.1,2. TRIBUTARY WIDTH=(W1-W2Y2 4.1.1. MULLION SPAN=L7 4.1. MULLION'A'
4.2. MULLION'S" 4.1.2. TRIBUTARY WIDTH-(WI-W2Y2 4.1.1. MULLION SPAN=L1
4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(W7-W2Y2
4.2.2. TRIBUTARY WIDTH=(W3 i W4Y2
4.3. MULLION'C'
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH-(W4.W5Y2 FENESTRATION PRODUCTS FENESTRATION PRODUCTS
2 MULLED VERTICALLY 3 MULLED HORIZONTALLY Ro5erl J.Amo -,P.E.
MULLED FENESTRATION Florida RE No.49752
EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN
1 PRODUCTS WITH TRANSOM 1 jhMES����4��
1 EXTERIOR ELEVATION SHOWN ` CENBO�G��r
Q' No 48752 ��`ro'
4.388"
0.125' o
TYP o
0.726" 0.726"
0.476" 0.476"
0.125" 0.125" v
T 0
1.000" 2.1 10"
�
I r 0.125" 2.1,0" r O.,25" a I 2.311" -�
1.000'
1.375"
5.500"
0.312" r 0.375"I 3.000" a
I N
FT
1 N o 0
3.000" 0.125" O O O x w 0
0
0.438" FOR USE 0.438" FOR USE
ANCHOR LOCATION,0.750' voi 0 WITH1"X4" o N WITH 1"X4"
TYPICAL I; iO
N � MULLION MULLION
1"X 3"MULLION GOAL-POST'CLIP
W m 0 w
1 6063-T6 ALUM. 6063-T6 ALUM. I I =�O F i I
z m _1z
1.000" 1.950"0.975" TTYYPIICAL LocwnoN, YCIGR LoanoN, 3 < m o
ANCHOR LOCATION, r � Y_ 4'29" 550TYPICAL <
3.000"
�!
0.12s" 0.110' �rII i MTUHLLIOXN �I
m y Qo4.000" WFOR1USE FOR USE o n4.34L H 0.438" 3" 0.438"
0.970" in
'a WITH 1"X 3" a
ni MULLION
0. o a 1
9g°
�y3i1
IW]}3
1"X 4"MULLION +' I ANCHOR) MCI"',LOCATION, s9
2 TYPICAL TYPICAL
6063-T6 ALUM. 1.685"
29"
(^)'GOAL-POST'CLIP PLATE ���T-CLIP �c1C-CLIP
6063-T6 ALUM. J 6063-T6 ALUM. V 6063-T6 ALUM.
R..1 J.A-so,P.E.
Florida P.E.No.49752
\\\\\\IIIgpIi I
��•1t DAMES
Qom: � �•�'pG�'•
No 48752 •to?
1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION
#10 SMS OR SDS
#10 SMS OR SDS
WITH FULL THREAD
;PENETRATION
FULL THREAD j/ PENETRATION INTO m
INTO MULLIONON �� 1 131, w
4 $
a
1 �
1 2
I
1"
#10 FLATHEAD 2 2 8 0
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD J v
SDS,(4)PER CLIP SDS,(4)PER CLIP ~ o W
3' 4„ Wmoo
1"x3"or1"x ��a < o i
4"MULLION 1"x 3" 1"x 4" S 0 _:N � z
MULLION MULLION =F W r s
TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT ATd a Z a ! I
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP 'Y a:)�
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION g 2 2 r &
lily
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) (L a
EDGE 3 EDGE EDGE 1 EDGE EDGE EDGE �� I:
DIST. DIST. DIST. 4 /DIST. DIST. DIST. ANCHORS PER
SCHEDULE,(4)PER
lo CLIP
EMBED. EMBED. EMBED.
TT
ANCHORS PER ANCHORS PER 1/2" 1 1 1"
SCHEDULE,(4) SCHEDULE,(4) J
O 1�, O
PER CLIP PER CLIP 2" 'I 2" a"e"n .a,b-oP.E.
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD Fb-da P E No 49752
SDS,(4)PER CLIP 3„ SDS,(4)PER CLIP SDS,(4)PER CLIP w•�Q "'�E N'4jO�.
'11111111118"
DAMES
4" x'F SF.:gG
1"x 3"or 1"x `�,' No 49752 -.b
4"MULLION zt,"x 3" 1"x 4" ' #=
MULLION MULLION = o'
0r'•,� TE F W:
TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION
4 WITH T-CLIP 5 ATTACHMENT WITH T-CLIP ATTACHMENT WITH T-CLIP ......
�R!�P(}�p`�,
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION '�is�OHA�
SUPPORTING SUBSTRATE
0
(SEE ANCHOR SCHEDULE)
cn
ANCHORS PER
SCHEDULE EXCEPT #
FOR ANCHORS TO v
zo
ED E DIST. DIST #10 FLATHEAD 1.375
" CONCRETE BLOCK o
EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE a
SCHEDULE EXCEPT
FOR ANCHORS TO O
I CONCRETE BLOCK p
1 (CMU)OR CONCRETE
NO n
14rr I INTERIOR = $ LL
3/8" MIN. NOTE:'GOAL-POST'CLIP AND �`i w o
CLIP PLATE SHALL NOT BE 1"x 3"or f N
1" 3/8 r MIN. USED WITH 3/16"TAPCONS 1 x 4" p E2< ti 0
FOR ANCHORAGE TO MULLION b E o
CONCRETE OR HOLLOW > z o
UJ 0
CONCRETE BLOCK.MAY BE ^ , 0 a a o I
EXTERIOR USED ONLY FOR $ __m. a .
#10 FLATHEAD ANCHORAGE TO WOOD,
F U)
SDS,(4)PER CLIP ALUMINUM OR STEEL. d a a` m o s
�Lu
YQ KU
1"x 3"or 1"x 4"MULLION ' g¢ m N €y
/'$2 0 <O
TYPICAL
W
TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH w
1 'GOAL-POST'CLIP /21-GOAL-POST'CLIP ash$
$ SIDE ELEVATION $ SECTION U
lea
R.oe J.Amor-P.E.
Fbr,da P.E.No.49757
�%�, DAMESI����ii
.Q No 48752 •'o
grz
DESIGN SCHEDULE : 1 'xY MULLION WITH 'GOAL-POST' CLIP
0
MULLION TRIBUTARY WIDTH
SPAN IW 21- 24" 27" 30" 33' W. 39" 42- 46" 48" 63" '
106' 27.6 23.8 20.818.3 16.5 15.0 13.8 12.7 11.8 114 10,3 U s
100" 32.8 28.1 24.8 218 19.7 17,9 18.4 15.1 14.0 13.1 - 12.3 11.1 O
- - - w
95" 37,0 31.7 27.8 24,7 22.2 20.2 18.5 17.1 15.9 14.8 13.9 12.8 DESIGN SCHEDULE NOTES: a
90" 44.9 38.5 33.7 30,0 27.0 24.6 22.6 20.7 18.3 1&0 18.9 15.3
88" 51.6 44.1 38.6 34.3 30.9 28.1 25.5 23.8 22.1 20.8 19.3 17.5 1 DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 2
84" 66,3 47.4 41.5 38.8 33.2 30.1 27A 25,6 23.7 22.1 20.7 18.8 POSITIVE(�)AND NEGATIVE(-)DESIGN PRESSURES FOR 2
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
80" 64.0 54.8 48.0 42.7 38A 34.9 32.0 29.6 27.4 26.8 Z4.0 21.7 FOOT(PSF).
78" 88.0 55.8 49.5 44.0 39.8 38.0 33.0 30.5 26.3 28.4 24.8 2_2A 2. FOR DETERMINATION OF MULLION SPANS AND
78" 87.8 68.1 50.8 46.2 40.7 37.0 33.9 31.3 29.0 27.1 25A 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N m � �
72" 71.8 81.3 53.7 47.7 42.9 39.0 36.8 33.0 30.7 26.6 26.8 24.3 m g o 0
55" 75.0 88A 58.5 62.0 46A 42.8 39.0 36.0 33A 31.2 29,3 28,5 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
80' 75.0 73.6 84A 57.2 51.5 48A 42.9 39.6 36.8 34.3 32,2 29,2 DE CLIP PER MULLION,USE THE LESSER ALLOWABLE
DESIGN PRESSURE. Q Q o
64" 76.0 76.0 71.5 83.8 57.2 52.0 47.7 44.0 40.9 3&2 36.8 32A
50.8" 76.0 75.0 1 75.0 87.9 1 81.1 65.6 50.9 47.0 43.8 40.7 38.2 34,8 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR Q _
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK <^ Z F
48" 76.0 76.0 75.0 71.5 64.4 58.5 53.7 49.5 46A 42.9 40.2 38.4 (CMU). w rn O o w
42" 75.0 7&0 75.0 754 73.6 66.9 81.3 55.6 62.6 49.1 46.0 41.8 6 1 p 3 >< i I
_.._
5. DENOTES CONDITIONS NOT ACCEPTABLE O
38.4" 75.0 75A 75.0 78.0 75.0 73.2 67.1 81.9 67.6 63.7 50.3 46 8 FOR
Z m J w¢ o s
38" 75.0 7&0 76.0 76.0 75.0 75.0 71.6 85.0 61.3 57.2 53.7 48.6 cc- m
--
30 76.0 7&0 76.0 7b.0 7b.0 75.0 76.0 75.0 73.8 8&7 84 4 58 3 d a=
24" T5A 7&0 76.0 76.0 75.0 76.0 76.0 76.0 T8.0 75.0 75.0 72.9 _ g< Z a
m aS 6
7 Z d i
mY <O
DESIGN SCHEDULE : 1"xY MULLION WITH 'T-CLIP' OR 'C-CLIP'
MULLION TRIBUTARYWIDTH !P
8PAN 18- 21" 24" 27- 30- 33' 36" 39" 42" 45' 48" i 53" 4
108" 27.5 23.6 20.6 18.3 16.6 16.0 13.8 12.7 11.8 11.0 10.3 = a "
100'__ 32.8 28.1 24.6 21.8 19.7 17.9 16.4 15.1 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 15.9 14.8 13.9 12.6
90- 44.9 38.5 33.7 30.0 27.0 24.5 22.5 20.7 19.3 18.0 16.9 15.3
W. 61.5 44.1 38.6 34.3 30.9 28.1 28.8 23.8 22.1 20.8 19.3 17.5
N.. 5&3 47.4 41.6 3&8 33.2 30.1 27.8 25.6 23.7 22.1 20.7 18.8
W. 84.0 54.8 48.0 42.7 38A 34.9 32.0 29.5 27A 26.6 24.0 21.7
78" 894 59.2 61.8 48.0 41.4 37.7 34.5 31.9 29.8 27.6 26.9 23.4
T6" 74.8 64.0 55.0 49.7 44.8 40.7 37.3 34.4 32,0 29.8 28.0 2&3 Robert J.Am mao,P.E.
77' 78.0 75.0 86.8 68.5 52.7 47.9 43.9 40.6 37.6 35.1 32.9 29,8 Florioa P.E No 49752
W. 76.0 76.0 75.0 76.0 80.4 82.1 57.0 52.6 48.8 45.6 42.7 38.7
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60" 7610 754 7fi.0 76.0 76.0 76A 76.0 70.0 05.0 80.7 66.9 51.8 1111111111111 11h
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64' 76A AMES
T6A 75.0 76.0 7&0 76.0 T6.0 76.0 75A 72.8 88.1 81.7 b S q r
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50.8' 75.0 75.0 75.0 76.0 7&0 75.0 7&0 75.0 75.0 75.0 72.7 86.8 ��00; �� S41•;9Griy
48- 76.0 76.0 76.0 T&0 75.0 754 7&0 75.0 76.0 75.0 76.0 69.4 +Q; NO 49752 .0
42" 75.0 75.0 75.0 75.0 76.0 75.0 7&0 75.0 7&0 76.0 76.0 76.0 ''t; t=
38.4" 76.0 75.0 75.0 76.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 �9'
38' 75.0 76.0 75.0 76.0 75.0 78.0 76.0 76.0 75.0 76.0 76.0 78.0 y0'
-- - -- ---
30' 76.0 76.0 76.0 75.0 75.0 76.0 76.0 76.0 75.0 75.0 76.0 75.0 r In°•.•O 10,:'�NQ
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24- 75.0 76.0 7&0 75.0 75.0 76.0 76.0 76.0 75.0 76.0 75.0 75.0 r�r�sS,Qj�A'1EN�`�,
DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL-POST' CLIP
0
MULLION TRIBUTARY WIDTH
SPAN
_ 16" 21" 24" 27" 30" 33" 38" 39' 42" 46" 48" 53" �
v105" 48.8 41.6 36.4 32,4 29.2 2&6 24.3 22.4 20.8 19.4 18.2 16.6
00 #
1 " 61.6 44" 38.6 34.3 30.9 26.1 26.8 23.8 22.1 20.6 19.3 17.6 U
96" 53.7 45.0 40.2 35.8 322 29.3 26.8 24.8 23.0 R5 20.1 18.2 1
90" 57.2 49.1 42.8 38.2 34.3 31.2 26.6 28.4 24.5 22.9 21.5 19.4 DESIGN SCHEDULE NOTES: 0
88' 69.9 61.3 44.9 39.9 36.9 32.7 29.9 27.8 26.7 24.0 225 20.3
84" 81.3 52.6 46.0 40.9 35.6 33A 30.7 28.3 25.3 24,5 23,0 2" 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
50" 54.4 65.2 48.3 42.9 _38.6 35.1 32,2 29,7 27,5 26,6 24 1 21 Q POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
78" 88.0 65.8 49.5 44.0 39.6 X0 33.0 30.5 28.3 25A 24.8 22A FOOT(PSF).
78" 67.8 68.1 60.8 46.2 40.7 37.0 33.9 31.3 29.0 27.1 2&4 23A
DETERMINATION OF MULLION SPANS AND
72" 71.5 61.3 53.7 47.7 42.9 $9.0 35.8 33.0 30.7 28.6 26,8 24.3
TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N
86" 75.0 66.9 68.6 62.0 46.6 42.6 39.0 38.0 33.4 31,2 29.3 28.5 Q 8 p
60" 6.0 73.8 64.4 67.2 61.5 48.6 429 39.8 38.8 34.3 32.2 29.2 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE Z w
64' 6A 76.0 71.6 63,6 67.2 62.0 47.7 44.0 409 36.2 36 8 32.4 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE w
DESIGN PRESSURE. J< o
60.8" 76A 76.0 76.0 87.9 81 A 56.5 60.9 47.0 43.6 40.7 38.2 34.6 g°a 2 "
48" 754_ 76.0 76.0 71.5 84.4 58.6 63.7 49.5 4" 42.9 40.2 36.4 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR _
--- - --- --"- INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
42" 76.0 76A 76.0 75.0 73.6 68.9 61.3 56.8 52.5 49.1 460 41.6w p o w
38A" 75.0 76.0 75.0 75.0 75.0 73.2 67.1 81.9 67.6 53.7 50.3 46.6 i�o 3 > =
- -- _
38" 76A 75.0 75.0 75.0 75.0 75.0 71.5 66.0 41.3 57.2 53.7 46.6 5. ®DENOTES CONDITIONS NOT ACCEPTABLE
z m U)w s
W. 76.0 76.0 75.0 75.0 76.0 75.0 75.0 75.D 73A 6& FOR USE. O
7 64A 58.3 Lu � 2
24" 76.0 76.0 76.0 75.0 76.0 76.0 76.0_ 75.0 76.0 76.0 75.0 72.9 b a=
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DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR 'C-CLIP' 'Y �O
0 J
MULLION TR4BUTARYWIDTH UL)
�o s
SPAN 18" 21" 24" 1 27" 90' 33" 38" l 39" 47' 46" 48' 53"
108" 59.0 50.5 44.2 39.3 36A 32.2 29.6 27.2 2&3 23.8 22.1 20.0
100• 70.2 60.2 52.7 45.8 42.1 38.3 35.1 32.4 30.1 28.1 26.3 23.9 -
96" 75A 0&0 59.5 52.9 47.6 43.3 39.7 36.6 34.0 31.6 29.8 27.0
90" 75.0 75.0 72.3 64.2 67.8 62.6 48.2 44.5 41.3 38.5 36.1 32.7
86" 76.0 75.0 7&O 73.8 68.3 80.2 66.2 5110 47.3 44.2 41A 37.5
84" 75.0 75.0 76.0 76.0 71.1 64.6 59.3 54.7 60.8 47.4 44A 40.2
80" 75.0 75.0 760 75.0 7&0 74.8 58.8 63.3 58.8 54,9 61A 46.8
78" 76A 75.0 7&0 760 76.0 75.0 73.7 68.0 63.2 69.0 66.3 50.1
76" 75.0 75.0 75.0 76.0 7&0 75A 75.0 71.9 66.7 62.3 68.4 62.9
72" 76.0 75.0 75.0 75A 76.0 76A 76.0 75.0 74.5 69.6 65.2 59.1 Robert J.Amoroso,P.E.
Florida P.E.No 49752
66" 76.0 6.0 76A 75A 76A 75.0 75.0 75.0 6.0 75.0 71.2 84.4
60" 6A 76.0 76A 76A MO 76.0 75.0 75.0 6.0 75.0 75.0 70.9
64" 760 76.0 76.0 76.0 75.0 76.0 75.0 75.0 6A 76.0 76.0 _75.0 DAMES q��i,,
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48" 76.D 76A 60 75.0 75.0 75.0 76.0 76.07 6.0_ 7&0 76.0 75.0 ��d No 49752 4 p
42" 75.0 76.0 TSA 76.0 75.0 6.0 75.0ti.075.0 76.0 76.0 75.0 75.0 -e; =
9B r 76.0 76.0 76.0 75.0 75.0 76.0 75.0 76.0 76.0 7bA 76.0
36" 7&0 6.0 76.0 76.0 75.0 76.0 75.0 .0 75.0 76.0 76A 75.0 �9'• T 7E F ;'VII
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