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FITIP=
FL# FL11870-R5
Application Type Irma ion
Code Version
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 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 fWindows
Subcategory lns
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 FL 11870 R5 COS C of 1 2263 RevO 413-
1003 lW StructuralMuliiorlodf
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 StructuralPluilion A. f
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 :Yes '.,No N/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 1x3 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 Structural Mullion 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 mall.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:
U ENd o
Credl?Card
Safe
JELD-WEN co
0
CLIPPED ALUMINUM TUBE MULLION
a
LARGEAND , IVWL MISSILE IMPACT RESISTANT- HVHZ
UJ
U ¢
MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATIONANCHOAWE DETAILS &
a
GENERAL NOTES: INSTALLATION NOTES:
b
1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.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 2-1/4'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 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF N Lu
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2z(MIN)WOOD STUD(i.e.3/4"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 0
4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 12'.
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. (=j W
5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. 11)
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS 0
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, Q 0
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
8-0 OZ 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 U�C zjG C 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 70 O:)N 'IY WZ
BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. W m U w H
6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. c
8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE O LL P Z o $
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.8.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR
LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR 'y Q j 0) $88
REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. g z
8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY A 2 to e
OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT ^y Q H• `E
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. O
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. Z
w r
10. PRESSURE TREATED WOOD BUCKS(BV OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE•G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. zi K e f
R3
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO. 1 I. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH LU
LU tl a
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL4>OST CLIP AND CUP PLATE. 0 �
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE:
TO BE USED WITH THESE MULLIONS.
1. TO CONCRETE BLOCK
13 MULLIONS SHOWN HEREIN MAY BE 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.
1.2. ATTACHMENT MAY BE MADE THROUGH IX 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
2.1. 3116"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2'MINIMUM EMBEDMENT AND 2-114"
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING MINIMUM EDGE DISTANCE.
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2,2. ATTACHMENT MAY BE MADE THROUGH 1 X 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. Robert J.Ammo,P.E.
4. TO 1/8"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Fonda P.E.No.49752
TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SOS)WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112"MINIMUM EDGE DISTANCE. ��iti11111f/t�
SHEET
SHEET GENERAL NOTES.INSTALLATION NOTES t&ANCHOR SCHEDULEE£
2 ELEVATION �. N.6 49762 ;p+
Ytal
3 COMPONENTS
4 C-CUP AND T-CLIP INSTALLATION DETAILS
5 'GOAL-POST'CLIP INSTALLATION DETAILS
6&7 MULLION SPAN VS.LOAD WIDTH TABLES �t#Ptl11IIIII, �
e ,
Ll NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C')PROVIDED
FG-EOMETFt IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o a
// \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
FENESTRATION �� I SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. `r'
PRODUCTPER a
4SEPARATE APPROVAL \\ W 1
5 12 4 12
4 5 MULLION 4 5 L) `a
A. W
MULLION
OR
K
SUBSTRATE d
]FENEA
4 5 FENESTRATIONFENESTRATION PRODUCT PER PRODUCTPERMULLIONSEPARATE APPROVAL SEPARATE OR
MULLION MULLIONW 1 APPROVAL SUBSTRATE'C' 4 5 'A' l 5MULLIONFENESTRATION FENESTRATION FENESTRATION L1 •A PSEPARATER � w
LZ PRODUCTPER PRODUCTPER WZ APPROVAL
SEPARATE SEPARATE NESTRATION PRODUCT PERAPPROVAL APPROVAL SEPARATE APPROVAL W 5
46 12 4 6 12 W2 456 12 o
4 5 4 5 4 5 w 0W<
U J J Q Z
Z O O j Z ' 2
Zm IA 20 W
�W 3 W4--f--W5--I I II I 0 a.U. a
F— L 1 W 1---1�W 2--I o°_ J
'aYaQ5w ��
NOTES: NOTES: NOTES: J RF,EE
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1, UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY `S
.Y Q
UNLIMITED PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT t1 t7
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT
EXCEEDED. Q.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO L)
MULLIONS SHALL BE PER SEPARATE APPROVAL.
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 a
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS. 4, MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED - 6
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'A'
4.1.2. TRIBUTARY WIDTH=(W 1*W2)2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A'
4.2. MULLION"B• 4.1.2. TRIBUTARY WIDTH=(WI I W2y2 4.1.1. MULLION SPAN=LI
4.2.1. MULLION SPAN=L2 4.1.2, TRIBUTARY WIDTH=(Wt+W2)/2
4.2.2. TRIBUTARY WIDTH=(W3+W4y2
4.3. MULLION'C'
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH=(W4+W5)2
FENESTRATION PRODUCTSOEX
ESTRATION PRODUCTS
2 MULLED VERTICALLY LED HORIZONTALLY Rabe"!Ammso. E.
MULLED FENESTRATION Fbri P.E.No 49752
PRODUCTS WITH TRANSOM EXTERIOR ELEVATION SHOWN ORELEVATIONSHOWN
•���`t,1j0.ME8 Rp4ili
1 EXTERIOR ELEVATION SHOWN �`���: ElYB�•QjtGrr+
NO 49752
�C1n0 T TE
._F F •��w
4.388" r
0.125" o
TYP. M
--{{----��--0.726" 0.726'
AHI-0.476" 0.476"
1 III II II 0.125"
0.125".125"
°
1.00 2.110" 0.125" 2.110" 0.125"
� -
1.000" 1.375" UwOa
2.311
5.500"
0.312" F 0.375 3.000"
J
3.000" 0.125" ° ° ° �n
0.438" FOR USE 0.438" FOR USE o
ANCHOR LOCATION,0.750" u�i r WITH 1"X 4" o r WITH 1"X 4" =�
TYPICAL ^ `o MULLION - n MULLION S
1" C 3"MULLION GOAL-POST CLIP N M W o o W
1 60 3-T6 ALUM. 6063 T6 ALUM. o v J Of J N ' O
zOO�Z '¢ z
zaOu0w
I---�1.000" 1.950" "NCNoa o�aroN• 'wP�LOCATION. ; Q gTTPICAIo
I 0.975" o O LL
ANCHOR LOCATION, J w= O
TYPICAL .29" 5.500" 'x<z .
3.000"
0.125" I ' Y `!
0.110"
4.000" o e
0 ° FOR USE FOR USE
0.438" o 0.438" o w
0.970" 4.340" n WITH 1'X 3' ^ WITH 1"X 3" a s e
N MULLION MULLION a
01 I V t$e
2 1"X 4"MULLION + Yc�LOCAraN, Tiacw LOCATON. �C
6063-T6 ALUM. 1.685"
GOAL-POST'CLIP PLATE (! T- LIP C-CLIP
4 6063-T6 ALUM. 5 60 -T6 ALUM. 613T6AL
Robert J.Amoroso.P.E.
FbriCM P.E.No.49752
p«neeerp,
t DAMES A����i
cE
49752
y: T TEFF :
I"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS o W
#10 SMS OR SDS WITH FULL THREAD
o
WITH FULL THREAD PENETRATION INTO
PENETRATION INTO j MULLION
MULLION
4 0 0
a
I 1„
00117
0 O
#10 FLATHEAD 2„ —I 2„ g g
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD U)
SDS,(4)PER CLIP SDS,(4)PER CLIP s a
N 3
C 0zg
S
4„ Z
1"x3"or1"x 3 � �jg o
4" MULLION 1"x 3" 1"x 4" z o . ¢ z
zmNM
MULLION MULLION w� I-
3.1I ww rn
TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT 0 a�oIa. z
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP (a)MULLION INTERSECTION W/C-CLIP Y a DO 9gg
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION g f F, tt-Q
of
Q Q
oa
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a $
56
:DG 3 E��/ EDGE 1 EDGE EDGE EDGE
DIST. DIST. DIST. 4 DIST. DIST.DIST. DIST. ANCHORS PER
SCHEDULE,(4)PER
CLIP
EMBED. EMBED. EMBED.
ANCHORS PER ANCHORS PER O O O
SCHEDULE,(4) SCHEDULE,(4) { �q"prygp PE
PER CLIP PER CLIP 2" 2"
FbW P.E.No.19752
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP
pf
DAMES 4
Elis'-.'
No 49752 a
1"x3"or1"x =x;`
4"MULLION 1"x 3" 1"x 4" *?
MULLION MULLION
0% 7 TE Ij FW
TYPICAL ATTACHMENT 1 X 3"MULLION 1"X 4"MULLION .M .kWT
RA SECTION 4 IDE E E HMoSIDE ELEVATION
ENT WITH T-CLIP q E HMENT WITH T-CLIP �iS'..ONA;
4 ENO�p
f A
(h
SUPPORTING SUBSTRATE
0
(SEE ANCHOR SCHEDULE)
1.95"
ANCHORS PER �
SCHEDULE EXCEPT
FOR ANCHORS TO v _
EDGE EDGECONCRETE BLOCK w
DIST. DIST. #10 FLATHEAD 1.375" (CMU)OR CONCRETE o
EMBED. ANCHORS PER SDS,(4)PER CLIP a
SCHEDULE EXCEPT
FOR ANCHORS TO p
CONCRETE BLOCK O
(CMU)OR CONCRETE M
� m
1 INTERIOR 8 0
4 I 3�8" MIN. NOTE:'GOAL-POST CLIP AND N
CLIP PLATE SHALL NOT BE 1"x 3"or W ; W
1 3/$" MIN. USED WITH 3/16"TAPCONS 1 x LI O m w o
FOR ANCHORAGE TO MULLION ¢��Z
CONCRETE OR HOLLOW � p g w
EXTERIOR I I CONCRETE BLOCK.MAY BE 1 1 z 5 o-5 . z
USED ONLY FOR 5 =m rn 2 a {
#10 FLATHEAD ANCHORAGE TO WOOD, 3 <m i ;
SDS,(4)PER CLIP ALUMINUM OR STEEL. o O U-
LL-7
_ a
a
Y 5 1"x 3"or 1"x 4"MULLION
as
5 TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH ap 1 u
1 'GOAL-POST'CLIP /-2-' 'GOAL-POST'CLIP Uc� 4
fj SIDE ELEVATION S SECTION 5l�
Hb
Robeh J.A .r—RE
FW OS P .No.49752
t�j0.MEs q I'll."
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No 49752 ��yy0
9•% T iE'�F t�W:
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DESIGN SCHEDULE : 1"0" MULLION WITH 'GOAL-POST' CLIP
MULLION TRIBUTARY WIDTH
c
SPAN_ 18" 1 21' 24" 27" 30" 33" 38" 1 39" 42" 46" 46" 63" xc
106" 27.6 23.6 20.6 18.3 18.6 16.0 13.8 12.7 11.8 11A 10.3 F-
- ................. _. w
100" 32.8 ".. .. 21L1 24.6 21.8 19.7 17.9 18.4 16.1 14.0 13.1 12.3 11.1
9M 37.D 31.7 27.6 24.7 22.2 20.2 18.5 17.1 159 14.8 139 12.6 ODESIGN SCHEDULE NOTES: a w
90" 44.9 38.5 33.7 30.0 27.0 24.6 22.5 20.7 19.3 18.0 16.9 1&3
- _ _.�...__...
88" 51.6 44.1 38.6 34.3 30.9 28.1 25.8 23.8 22.1 20.8 19.3 17.6 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
-- -- '- - -- '• --- -- `'--*"""--•-""'-'- POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR
84" 55.3 47.4 41.5 36.8 33.2 30.1 27.6 26.5 23.7 22.1 20.7 188 i
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
.
80• 64.0 544 48.0 42.7 38A 34.9 32.0 29.5 VA 26.6 24.0 21.7 FOOT(PSF).
78" 68.0 56.8 49.5 44.0 39.6 36.0 33.0 30.5 28.3 28.4 24 8 22.4
�-- 33. - ---Ali—
-- 2. FOR DETERMINATION OF MULLION SPANS AND
76 87.6 66.1 58.8 46.2 40.T 37.8 33 9 31.3 29.0 27.1 26.4 23 0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N
72' 71.6 61.3 53.7 47.7 42.9 39.0 36A 33.0 --"-30.7 28.6 28A 24.3 = Q S
.� _._ - --- --33A --- - 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
88" 7&0 88 9 68.6 52.8 46.8 42.8 39.0 38.0 33.4 31.2 29.3 28 6 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE w W
60" 76.0 73.8 84.4 67.2 61.5 488 42.9 39.8 36.8 34.3 32.2 29.2 Lu
DESIGN PRESSURE. h
64" 764 78A 71.5 63.6 57.2 62.0 47.7 44.0 40.9 38.2 35.8 32.4 Q "
_. -_ -- -- "- 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR
60.8 76.0 76.0 76.0 67.9 61.1 55.5 50.9 47.0 43.6 40.7 38.2 34.6 0
-- "- INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK Z=
48" 75.0 76.0 76 0 _ 71.6 64.4 68.5 63.7 49.5 48.0 ii.9 40.2 36.4 (CMu)" w rn O o Z
- - - - -- - -
42" 75.0 76.0_ 76.0 76.0 73.6_ _66.9 61.3 56.6 62.6 491 46.0 41.8 i�(Z 3 ¢ z
"- "- - """" "" -- �" 5. DENOTES CONDITIONS NOT ACCEPTABLE _O o m
r
" 75.0 76.0 75.0 75.0 75.0 73.2 67.1 61 9 67.5 53.7 50.3 45.8 FOR =m J s a €
- _ _ _._
' 75.0 75.0 76A 75.0 75.0 75.0 71.5 68.0 81.3 57.2 53.7 48.6 ; a m o
75.0 75.0 76.0 76.0 75.0 75.0 75.0 75.0 73.6 66.7 84.4 58.3 o o 75.0 75.0 76.0 76.0 75.0 75.0 75.0 76.0 T8 0 76.0 75.0 72.9 - Y< m z 9
g fcn
ro z
mY <o
DESIGN SCHEDULE : 1"xY MULLION WITH 'T-CLIP' OR 'C-CLIP'
U y�p1
MULLION TRIBUTARY WIDTH o S
SPAN 18" 21" 24" 27' 30" I 33" 36" 39" 42' 45' 46' 53'
106" 27.5 23.6 20.6 18.3 18.5 16.0 13.8 12.7 11.8 11.0 10.3
- --- -
100" 32.8 28.1 24.8 21.9 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 16.5 17.1 16.9 14.8 13.9 12.6
90" 44.9 38.6 33.7 30.0 27.0 24.5 22.5 20.7 19.3 1&0 18.9 15.3
86" 51.5 44.1 38.6 34.3 30.9 28.1 25.8 23.8 22.1 20.8 19.3 17.6
- _ - _- _ --
84" 65.3 47.4 41.6 36.8 33.2 30.1 27.6 2&6 23.7 22.1 20.7 18.8
80 84.0 54.8 48.0 42.T 38A 34.9 32.0 29.5 27A 25.6 24.0 21.7
--.__ .- ._...- -. _ .. _-..
78" 69.0 59.2 61.8 46.0 41.4 37.7 34.5 31.9 29.6 27.6 26.9, 23.4
76" 74.6 64.0 56.0 49.7 44.8 40.7 37.3 _-3-4.-4-- 320 20.8 2&0 25.3 Robert J A-,P E
77 75.0 75.0 65.8 56.5 62.7 47.9 43.9 40.5 37.6 35.1 32.9 29.5 - Florida RE 140 49752
75.0 75.0 75.0 75.0 0.4 62.1 52.6 48.8 45.0 42.7 38.7
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DESIGN SCHEDULE : 1"x4" MULLION WITH 'GOAL-POST' CLIP
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0
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 1 40" 53"
108" __48A1 41.6 36A 32A 29.2.- 28.5 24.3 22A 20.8_._.._.. 19.4 18.2 18.5 �
100" 51.5 44.1 38.6 34.3- 30.9 „ 28.1 26.8 23.8 221 20.6193 17.5 w �
96" 53.7... 48.0 40.2 35.8 32 2 28.3 _28 8 24.8 2310 21.5 20.1 18.2
- - O
90" 57.2 49.1 42.9 38.2 34.3 31.2 26.6 28.4 24.5 22.9- 21.6 19.4 DESIGN SCHEDULE NOTES: d 6
88" 69.9 51.3 44.9 39.9 36.9 32.7 29.9 27A 26.7 24.0 22.5 20.3
64" 81.3 62.8 48.0 40_9 38.8 33.4 30.7 28.3- 28.3 24.5 230 20.8 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
- --^-- POSITIVE I-)AND NEGATIVE(-)DESIGN PRESSURES FOR
80" 64.4 55.2 46.3 42.9 38.8 35.1 32.2 20.E 27.8 26 6 24.1 21.9 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
78" 8810 66.6 49.5 44.0_.____.. 39.6 36.0 33.0 30.6 28.3 2810 ..... 24.6 22A FOOT(PSF).
- ---
78 87.8 66.1 50.8 45.2 40.7 37.0 33.9 31.3 29.0 271 25.4 23.0
--- -- ----- 2. FOR DETERMINATION OF MULLION SPANS AND
72 71.0 01.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 268 2018 24.3 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2.
66.. 75.0 869 58.6 62.0 46.8 42,6 39.0 36.0 33A 31,2 293� 286 � ��8 �
80" 76.0 73.8 64.4 67.2 61.6_ 46.8 42.9 --_ 39.6 36.6 34.3 32.2 29.2 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE :to
-- ---- - -- - OF CLIP PER MULLION,USE THE LESSER ALLOWABLE
84" 75.0 76.0 71.6 63 8 67.2 52.0 -47.7 44.0 40.9 38.2 35.8 32A DESIGN PRESSURE. ?m
60.8" 76.0 75.0 75.0 67.9 81.1 55.5 b0.9 47.0 43 8 _ ._.,._ 40.7 38.2 34.8 o g Q
48" 75.0 76.0 754 71.5 64 4 58.6 53.7 49.5 4610 ...-..42.9 40.2 38.4 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR < _
-- -`•"""' - INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
42" 75 0 750 76.0 7610 73 8 68.9 81.3 56.8 62 6 _.... 49.1 46.0 41.6 (CMU). w° O z
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38.4___. 75.0 75.0 75.0 78.0 750.__,. 731 87.1 81.9 57.b 53.7 _ 50.3 466 i 0 3 Q i
38" 75 0 76.0 75.0 75.0 76.0 75.0 71.5 66.0 6L3 5Z2 53-.7 46.6 5. ®DENOTES CONDITIONS NOT ACCEPTABLE Z m -D Q
30 76.0 76.0 75.0 75.0 76.0 7510 75.0 75.0 73.6 88.7 64.4 58.3 FOR USE. 3 <ro O o "
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DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR 'C-CLIP'
MULLION TRIBUTARYWIDTHge
SPAN 18" 21" 24" 27" 30" 33" 30" 39" 42" 46" 48" 53"
108" 69.0 60.5 44.2 39.3 36.4 32.2 29.6 27.2 25.3 23.6 22.1 20.0
100' 70.2 60.2 62.7 46.6 42.1 38.3 35.1 32.4 30.1 28.1 26.3 23.9
98" - 75A 08.0 59.5 52.9 47.6 43.3 39.7 38.8 34.0 31.8 29.8 27.0
90" 75.0 75.0 72.3 64.2 57.8 62.6 48.2 44.5 41.3 36.5 36.1 32.7
86" 75.0 75.0 76.0 73.8 08.3 60.2 56.2 51.0 47.3_ -44.2 41.4 -37.6
84" 75.0 75.0 75.0 75.0 71.1. 64.6 59.3 54.7 60.8 47.4 44A 402
80" 76.0 75.0 750 75.0 T6.0 74.8 68.8 83.3 58.8 54.9 61A 46.6
78" 76.0 76.0 75.0 75.0 ...,.....75.0 75.0 73.7 68.0 1 63.2 59.0 55.3 60.1
76" 76.0 75.0 75.0 76.0 75A 76.0 75.0 71.9 68.7 62.3 66.4 52.9
72' 75.0 75.0 76:0 75.0 7510 75.0 15.0 75.0 _ 74.5 69.6 65.2 69.1 Ruben J Amoroso.P E
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