HomeMy WebLinkAboutProduct Approval Window Mullion 3-24-223124122, 12:00 PM Florida Building Code Online
XY a" � t y �� 1l8}RIHArIE AObUY•Dam AB'F!i`Eflit)5/6iiS CbffrpCS'ABpI
Florida
Product Approval
p rl USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL11870-R7
Affirmation
2020
Approved
RECEIVED
MAR 2 4 2022
St. Lucie County
Permitting
Jeld-Wen
3737 Lakeport Blvd 01
Klamath Falls, OR 97601 F/■
fbcl@jeldwen.com
L Ply
Rylee Sumner Fricks b Q�
fbcl@jeldwen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Window
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F_J' Evaluation Report - Hardcopy Received
Robert J. Amoruso, P.E.
PE-49752
National Accreditation and Management Institute
12/31/2022
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL11870 R7 COI C of 2263 RevO 413-
1003 JW StructuralMullion.pdf
Standard
Year
TAS 201
1994
TAS 201
1994
TAS 202
1994
TAS 202
1994
TAS 203
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG16BixGr%2fb6byQgS°/`2bi37UtHl2pgwJbYngCg%3d%3d 1/2
3124/22, 12:00 PM
Florida Building Code Online
bL.,*,
a
r
f
QP-ritc'�r -rtazr � � i,:�, z. � •.:.t�. m r •f�+r.,. n ,,,� 'qi• �4/
'�°" "�e't- '"*fer"�=` i""S "'"'o- r any=-+ •:.. .,, S`:a / � .C` p •. T,. $[F
1. � ���BE'�(✓��r�tX"1r'x?mv�t''y fiw. �1+1., 4 .
C .r,�.e*-gin �...�.•.�..zaw.., �h�"�+,'m+fiE'.x,.'.uw+•.+ ��D$Ti1:1101fF, /t8Ul1T'DBPIj, UBiRFD1SI�B10iiB C'QNfAC70B¢R1
^ Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria
Code Version
2020
Application Type
ALL
Category
ALL
Application Status
ALL
Quality Assurance Entity
ALL
Product Model, Number or Name
ALL
Approved for use in HVHZ
ALL
Impact Resistant
ALL
Other
ALL
Search Racrdtc - Annlicatinnc
FL#
Product Manufacturer
Subcategory
Compliance Method
Quality Assurance Entity Contract Expired
Product Description
Approved for use outside HVHZ
Design Pressure
Refine Search
11870.1
ALL
ALL
ALL
ALL
ALL C
AALL
LL F'LWJC�'
��
*
FL#
Type
Manufacturer
Validated By
Status
FL11870-R7
Affirmation
Jeld-Wen
FL#: FL11870.1
Steven M. Urich, PE
(717) 317-8454
Approved
History
Model: Clipped Aluminum Tube Mullion
Description: 1x3 or 1x4 Tube Mullion
Category: Windows
Subcategory: Mullions
-Approved by OtiPR. Approvals by Ot3PK snan be revlewea and raunea by the POC and/or the Commission it necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cop right 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 emalls
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:
ROM OEM
1-1 'y' 9 e09 RIM
Credit•
I Safe
SCCUI'l i:�`AIh'1' R I CS"
https://floridabuilding.org/pr/pr�_appjst.aspx 1 1/1
3/24/22, 12:00 PM
Florida Building Code Online
Florida Licensed Professional Engineer or Architect
FL11870 R7 Equiv EER 2263 RevO 413-
1003 3W StructuralMullion A.pdf
Sections from the Code
M 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 0 No O 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
FILE' OPY
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 R7 II JELD0108 RevO.pdf
Approved for use outside HVHZ: Yes
Verified By: Robert 3. 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 3W Structural Mullion A.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copaht 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(i),
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:
�$ M eClrczt 0
Credit Card
Safe.
https://floddabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDqub%2fM2eroZG16BixGr%2fb6byQgS%2bi37UtHl2pgwJbYngCg°/a3d%3d 2/2
> JELD-WEIR
EL
fv
& CLIPPED ALUMINUM TUBE MULLION
SAND ,SM"L MISSILE IMPACTRESISTANT- HVHZ
ULLIONSPAN VS. LOAD WIDTH TABLES - INSTALLATIONANCHORAGE DETAILS
GENERAL NOTES: INSTALLATION NOTES:
1. THE SYSTEM DESCRIBEDN 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 WITH N AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAB 20112021203. 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
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x (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 4, ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 112".
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 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 6. ANCHOR 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.
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
(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
BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION.
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.
8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY
OR HORIZONTALLY AS APPLICABLE.
9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE" G = 0.52 OR GREATER DENSITY.
11. 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
FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ It., THE
BUILDING OFFICIAL MAY REQUIRE A 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. 3/16" DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1" MINIMUM EMBEDMENT AND 2" MINIMUM
EDGE DISTANCE.
12, ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
2. TO 2500 PSI MINIMUM CONCRETE
2.1. 3116" DU\. 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 1/8'" THICK MINIMUM 6063-T5 ALUMINIUM'OR STEEL SUBSTRATE (Ftu= Fty= 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.
J
2Lu
Lu
=Nqg
i W
o
LL
0
�j m
OZ
W
V J w
ZOO1.6
�¢
.. ¢ O
It Z
Z 0]rn
2W
3 4
O
m8
rc
LL
a.
F Z@@@
W y G
ZZ
5
g'W
�-
q g
�
�Y
QO
L01
u
1
UW
P
uJ
Bg PAN
Robert J. Amoroso, P.E.
Florida P.E. No. 49752
L1
GEOMETRIC
SHAPES
INCLUDED FENESTON
PRODUCTPER
SEPARATE APPROVAL \\ W 1
4 5 / MULALION� \
1
FENESTRATION FENESTRATION FENESTRATION r1
L2 PRODUCTPER PRODUCTPER PRODUCTPER W2
SEPARATE SEPARATE SEPARATE
APPROVAL APPROVAL APPROVAL
45fi 12 456 12
4 5 4 5
f--- W3 — —{ W4 W5 --I
NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE
UNLIMITED PROVIDED THAT MULLION LMITATIONS 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. MULLIONSPAN=L7
4.1.2, TRIBUTARY WIDTH - (W1 • W2y2
4.2. MULLION'B'
4.2.1. MULLIONSPAN=L2
4.2.2. TRIBUTARY WIDTH =(W3-W4y2
4.3. MULLION "C'
4.3.1. MULLION SPAN =L3
4.3.2. TRIBUTARY WIDTH =(W4-WSy2
MULLED FENESTRATION
PRODUCTS WITH TRANSOM
1 EXTERIOR ELEVATION SHOWN
DOTE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED
IN DETAILS 1/1, 2/1 AND 311 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.
MULLION
OR
SUBSTRATE
FENESTRATION PRODUCT PER
SEPARATE APPROVAL
W1
°A'
NESTRATION PRODUCT PER man
SEPARATE APPROVAL
W12
L
I --- L 1----�i
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE
MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION
LMITATIONS 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. MULUON'A'
4.1.1. MULLION SPAN=L7
4.1.2. TRIBUTARY WIDTH = IW1 + W2y2
FENESTRATION
PRODUCTPER
MULLION
SEPARATE
OR
APPROVAL
SUBSTRATE
MULLION
FENESTRATION
.A.
PRODUCT PER
L 1
SEPARATE
APPROVAL
45fi 1
4 5
I--W1
W2�1
NOTES:
1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY
BE MULLED TOGETHER AS SHOWN PROVIDED THAT
MULLION LMITATIONS 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 =(W7+W2y2
FENESTRATION PRODUCTS
FENESTRATION PRODUCTS
2
MULLED VERTICALLY
3
MULLED HORIZONTALLY
1
EXTERIOR ELEVATION SHOWN
A
EXTERIOR ELEVATION SHOWN
F
v
U
W
Of
a
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
o�
1.000"
3.000" 0.125"
1 V X 3" MULLION
6063-T6 ALUM.
1.000"
0.125"
4.000"
ALUM.1" X 4" MULLION
2 6063-T6
4.388"
0.125"
P.
is
m
1.0
00
�-- 2.311 " -
1.375"
0.312" F 0.375"
ANCHOR LOCATION, 0.750"
TYPICAL
GOAL -POST' CLIP
3 6063-T6 ALUM.
0.726'
0.1"
Is L
0.1225"
O�
2.110" � �®
L
5..0500" 1
0
0
N
0.43810
FOR USE
in WITH 1" X 4"
m
MULLION
N dj
o
1.950"
` ANCHOR LOCATION,
0.975"
ANCHOR LOCATION, 29„
TYPICAL
5.500'
�3.000"
0.110"
4.340"
O O
N 0.438" o' yyITOH 1 X 3"
0.970"
cti MULLION
O
$
NCHOOLR LOCATION.
1.685"
.29"
�^1'GOAL -POST' CLIP PLATE
`t 6063 T6 ALUM.
CLIP
6063-T6 ALUM.
0.726"
0.476"
0.125"
2.110" 0.125"
i
m
O
v
U
W
a
o �
1 ' oLL
O = N i W
� m
0.438" FOR USE
O m WITH 1"X4"
MULLION wo
�oi O W
Ck Oz
z���gc z
Zmai2w
ANCHOR LOCATION, 1- J W z
TYPICAL O LL MO c
0 W = 22 0�
0.438" o In FOR USE m w 1 g
WITH 1"X 3" a W
n c� MULLIONANCHOj
ig
TYPICALLOCATION. �c 6 I
%1 C-CLIP
V 6063-T6 ALUM.
Robert J. Amoroso, P.E.
Florida P.F- No. 4052
—1" x 3" or 1" x 4" MULLION
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
#10 FLATHEAD
O c
�-2"—�
1" x 3" or 1" x 4" MULLION
1"
1" —
T
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
SDS, (4) PER CLIP #10 FLATHEAD #10 FLATHEAD
SDS, (4) PER CLIP SDS, (4) PER CLIP
4"
3'
1"x3"or1"x
4" MULLION 1"x 3" 1"x 4"
MULLION MULLION
TYPICAL ATTACHMENT AT 1" X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT
r1-1MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION
SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE)
31,
ANCHORS PER
SCHEDULE, (4) PER
CLIP
ANCHORS PER I 1 12" 1" I 1"
SCHEDULE, 4 ___���_____JJJIII ANCHORS PER
() SCHEDULE, (4) O 1 'O
PER CLIP PER CLIP �- 2" --� [- 2"
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS, (4) PER CLIP SDS, (4) PER CLIP SDS, (4) PER CLIP
OK t
4"
1"x3"or1"x
4" MULLION zt," x 3" 1" x 4"
MULLION MULLION
TYPICAL ATTACHMENT 1" X 3" MULLION 1" X 4" MULLION
® WITH T-CLIP r1ATTACHMENT WITH T-CLIP �6 ATTACHMENT WITH T-CLIP
4 VERTICAL SECTION \_4j SIDE ELEVATION \_Aj SIDE ELEVATION
in
0
0
A
v
U
W
0
d
I5I
O ly
2 6 w O
z
�m0Q z
0 j� G'z z
inrn
m
zZ
¢ "
w��a�
nY jzY
M ¢ ¢
2 a.
W J
�el�n
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
SUPPORTING SUBSTRATE o
(SEE ANCHOR SCHEDULE)
1.95" C6
ANCHORS PER v
SCHEDULE EXCEPT
GE A10 FOR ANCHORS TO U
%DID T.. DIGE D T. Q #10 FLATHEAD 1 .375" CONCRETE BLOCK 7l
EMBED. ANCHORS PER SDS, (4) PER CLIP (CMU) OR CONCRETE noo.
EXCEPTSCHEDULE FOR ANCHORS TO�O
6y B O
CONCRETE BLOCK
(CMU) OR CONCRETE
14 I �
� INTERIOR
3/8„MIN. NCOTE:'GOAAGT CLIP LIP PLATE SHALL NOT BED
1"x 3" or
1 " 3/8 iV� �N. USED WITH 3/16" TACO PNS 1" x V. p
FOR ANCHORAGE TO MULLION
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
EXTERIOR USED ONLY FOR 5 '
#10 FLATHEAD ANCHORAGE TO WOOD,
SDS, (4) PER CLIP ALUMINUM OR STEEL.
2 1" x 3" or 1" x 4" MULLION ,
5
TYPICAL ATTACHMENT WITH
�OAL-POST' CLIP -POST CLIP
5 SIDE ELEVATION
TYPICAL ATTACHMENT WITH
2 'GOAL -POST' CLIP
5 SECTION
lol
LL
_ i ' O
(A •- i W N
J
o� �o
¢ coo z z
00 w
J�J~ 0
op=ga zI
m co
� � on
0 w :3Z
w :E
5 Z"�
Y 0
¢a
w¢
O
gg � n
Robert J. Amoroso, P.E.
Florida P.E. No. 49752
DESIGN SCHEDULE:
1"xY
MULLION WITH 'GOAL
-POST' CLIP
Lp OR
o
v
U
w
°
DESIGN SCHEDULE ND
d
1. DESIGN SCHEDUOVIDE MAXIMUM ALLOWABLE
POSITIVE (t) AND NEGATIVE(.) DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
FOOT (PSF).
2. FOR DETERMINATION OF MULLION SPANS AND
c
TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2.
LL
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
_ w
OF CLIP PER MULLION, USE THE LESSER ALLOWABLELu
y
DESIGN PRESSURE.
i2 o
m g
4. 'GOAL -POST CLIP MAY NOT BE USED FOR
O o t-
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
m O p
(CMU).
Z
ti���3 ¢ 0 I
O ¢ z
5. ® DENOTES CONDITIONS NOT ACCEPTABLE
? O no
zmai2<
FOR USE.
m 0 0
13 O �> �9
W 2
'W'!Y Q ZQ !;
...
g�_0. �5
Iy
�Y Qzpy
DESIGN SCHEDULE:
1"xY
MULLION
WITH
'T-CLIP'
.Off
'C-CLIP'
a 1 e
U
gll
a
6
8
Robert J. Amomso, P.E.
Florida P.E. No. 49752
ill
°ySWESe� odo
�,,
dd
•.O,pdOd
,w'�Y;•"%CEAi
.: �; NO 49752 •t`lo
IF
•
•�
roS .1 O R 10
`rPes/ONA'
AToya��
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 38" 39" 42" 46" 48" b3"
108"
27.6
23,6
20.8
18.3
16.5
16.0
13.8
12.7
11.8
11.0
10.3
100"
32.8
28.1
24.8
21.8
19.T
17,9
16.4
iS.1
14.0
13.1
12,3
11.1
98"
37.0
31.7
27.8
24.7
22.2
20.2
18.5
17.1
16.9
14.8
13.9
12.8
90"
44.9
38.5
33.7
3D.0
27.0
24.6
22.6
20.7
18.3
18.0
18.9
]6.3
88"
51.6
44.1
38.8
34.3
30,9
28.1
25.8
23.8
22.1
20.8
18.3
17.6
84"
65.3
47.4
41.5
36.8
33.2
30.1
27.8
26.5
23,7
22.1
20.7
18.8
80"
84.0
b4.8
48.0
42.7
38.4
34.9
32.0
29.b
27.4
26.6
24.0
21.7
78"
86.0
58.8
49.6
44.0
39.6
38.0
33.0
30.5
28.3
28.4
24.8
22.4
76"
87.8
68.1
60.8
46,2
40,7
37.0
33,9
31.3
29.0
27.1
25.4
23.0
72"
7].6
81.3
53.7
47,7
42,9
39.0
36.8
33,0
30.7
28.6
26.8
24.3
68"
76.0
88.9
b8.5
62.0
46.8
42.6
39.0
36.0
33.4
31.2
29.3
28.5
80"
76.0
73.8
84.4
67,2
61.5
48.8
42,9
39.6
36,8
34.3
32.2
29.2
64"
76.0
76.0
T1.b
63.8
57.2
62.0
47.7
44.0
40.9
38.2
36.8
32,4
60.8"
76,0
76.0
75.0
67.9
81.1
55.5
6D.9
47,0
43.8
40.7
38.2
34,8
48"
76.0
76.0
76.0
71.5
84.4
68.5
63.7
49.5
48.0
42,9
40.2
38.4
42"
7b.0
7fi.0
75.0
76,0
73.6
86.8
81.3
fi6.6
62.8
49.1
48.0
41.8
38,4"
75.0
76.0
76.0
76.0
76.0
73.2
87,1
81.9
67.6
63.7
60.3
46.8
36" '
76.0
76.0
76.0
75.0
75.0
75.0
71.5
68.0
61.3
67.2
53.7
48.6
30"
75.0
76.0
76.0
7b.0
75.0
75.0
76.0
75.0
73.8
68.7
84.4
58.3
24"
75.0
76.0
76.0
75,0
76.0
76.0
75.0
76.0
76.0
76.0
75.0
72.9
MULLION
SPAN
TRIBUTARY WIDTH
18" 21" 24" 27" 30" 33" 36" 39" 42" 45° 48" 63"
106"
27.6
23.8
20.H
18.3
18.5
16.0
13.8
12.7
11.8
11.0
10.3
100"
32.8
28.1
24.8
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
18.6
17.1
16,9
14,8
13.9
12.8
90"
44.9
38.6
33.7
30.0
27.0
24.6
22,5
2D.7
18.3
18.0
16.9
16.3
88"
61.6
44.1
38.8
34,3
30.9
28.1
26.8
23.8
22.1
20.8
19.3
17.6
84"
b5.3
47.d
41.6
38.8
33.2
30.1
27.8
2b,6
23.7
22,1
20.7
18,8
80"
84.0
64.8
48.0.
42.7
38.4
34.9
32.0
28.5
27.4
2b.8
24.0
21.7
78"
69,0
59.2
61.8
48.0
41.4
37.7
34.5
31.9
29.6
27.6
25,9
23.4
78"
74.6
84,0
58.0
49.7
44.8
40.7
37.3
34.4
32.0
29.8
28.0
2b.3
72"
7b,0
75,0
86.8
58.5
b2.7
47.9
43,9
40,6
37.8
35.1
32.9
29.8
88"
75.0
76.0
7b.0
75.0
88.d
62.1
b7.0
52.6
46.8
46.8
42.7
38.7
80"
75.0
7b.0
75.0
75.0
76.0
76,0
76,0
70.0
Bb.O
60.7
b6,9
51.5
54"
75.0
75.0
75.0
76.0
75.0
76.0
75,0
76.0
75.0
72.6
68,1
61.7
50.6"
75.0
76.0
75.0
76,0
75.0
76.0
75.0
75.0
75,0
76.0
72.7
85.8
48"
76.0
75,0 '
76.0
75.0
75.0
76,0
76,0
75.0
76.0
76.0
76.0
89,4
42"
76.0
75.0
75.0
76.0
76.0
76.0
75.0
75.0
76.0
76.0
7b.0
76.0
38.4"
76.D
75.0
75.0.
75.0
75.0
76.0
76.0
76.0
75,0
76.0
76,0
76.0
36"
76.0
75.0
75.0
75.0
76.0
76,0
75.0
76.0
76.0
' 75.0
76.0
76.0
30"
76.0
75.0
7fi.0
75,0
76.0
76,0
76.0
7b.0
7b.0
76.0
76.0
7b.0
24"
76.0
76.0
76.0
76,0
76.0
76,0
7b.0
76.0
7b,0
76.0
76.0
76.0