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Search I
SEP 2 9 2021
44, 1-mvip cpvnt1
FL17472-R8 Pormifting
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
-Ztv al73
0
Eastern Architectural Systems 16341 Domestic Ave. CODE C(ARAPNCFt. Myers, FL 33912 STiy C CO„ emNTY
(800) a f� •432-2204 Ext 4305
easengineering@easternmetal.com®CC
James. Flesher
easengineering@easternmetal.com
Jim Flesher .
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com FILE CU
Windows
Mullions
Certification Mark or Listing
Keystone Certifications, Inc.
Keystone Certifications, Inc.
Year
AAMA 450
2010
TAS201
1994
TAS202
1994
TAS203
1994
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/u2bOtoUJS°/u2fzVOHhmwXlurebbsfQRo9ew°/*3d°/u3d[8/11/2021 3:12:23 PM]
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted
Date Validated
07/14/2021
07/14/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Summary=of Products -' -
FL #
Model, Number or Name
Description -
17472.1
HVHZ Clipped Aluminum Bay/Bow
HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL17472 R8 C CAC 622-104 C3RI.pddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/22/2024
Design Pressure: N/A.
Installation Instructions
Other: See drawing set for mullion size, angle and design
FL17472 R8 II PA-0004 HVHZ Mulls 0 1-06-14.Rdf
pressure rating
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE P R7618 SS 0 1-06-13.pdf
Created by Independent Third Party: Yes
17472.2.
HVHZ Clipped Aluminum Tube Mullion
HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T
and'X'Configurations
Limits:of User
'Approved for,use in.HVHZ:'Yes -
Certification Agency Certificate' "
FL17472 R8 C CAC 622-101 C3R1.Rdf
Approved'for use outside HVHZ; Yes
FL17472 R8 C'GAG 622-102 C3111.12df'
Impact'Resistarit: Yes
FL17472 R8 `C CAC 622-1.03 C3R1.pd
Design Pressure: N/A. _
'FL17472 R8 C CAC 6 -105 R7:p
OtherrSee drawing setfor,'mullion size;;configurat'ion-and
FL17472 R8 "C,_,CAC 622-106.C3111:12df
design pressure rating.
ante Contract Expiration Date
07/18/2024
_ _
structions
FL17472' •II 1-06-14.pdf
R8 PA-0003 HVHZ Mull 0
Verified -By: Hermes F. Norero, P.E. 7.3778
Createcl.by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7619 SS 2021-06-13.pdf
Created by Independent,Third Party: Yes
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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 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 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:
® = 01811 eCk M
'Ce6dif',Catrid"
Safes !
https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fzVOHhmwXlurebbsf'QRo9ew%3d%3d[811112021 3:12:23 PM]
Document Title:
Structural Performance
Doc No: FRM B I -02
Rev No: 7
Page: Of
1 1
KYST01y
C ERTIFICq't0_ NS INC.
Certification
Authorization Report
Required By: PRO B1-03 .
CAR & Product ID.Number:
Issue Date:
Revision Date:
Expiration Date.
Company Code:
622 - 103.0
1/16/2015
5/ 1.
7/18/2024
6
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may: vary based on many
factors,, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product.is eligible for the application of Keystone Certification Program. certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated- and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information:
Product Information:
Eastern Architectural Systems
Model: 1"x4" Aluminum Mullion HN/T/X
16341 Domestic Ave
Operator Type: Mull
Fort Myers, FL 33912
Config: No Reinforcement
USA
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2024
Authorized Signature:
Aaron Shultz 4-.4.q-?- E—,;S E
00 04-15:12:13 2021.05.19 ,r
Keystone Certifications, Inc.
145 Limekiln Rd. Suite 10013
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
W Ww. KEYSTONEC ERTS. COM
K YSTO� Appendix 1 CAR No: 622-103.0
Expiration Date:
7/18/2024
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
1"x4" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE-WAY MULLIONS
SPAN 'L'
TRIBUTARY WIDTH
'W' (IN.)
(IN.)
18
24
30
36 42
48
53.125
54
60
24
200.0
200.0
200.0
200.0 200.0
200.0
200.0
200.0
200.0
36 1
200.0
200.0
200.0
200.0 200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
200.0
200.0 200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
200.0 200.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
181.5 161.6
147.9
139.7
138.6
132.6
84
200.0
159.9
130.4
111.2 98.0
88.5
82.5
81.7
76.7
96
140.1
1 106.3
86.3
73.2 64.1
57.4
53.1
52.5
48.8
108
98.1
1 74.2
60.1
50.8 44.3
39.5
36.3
35.9
33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - TWO-WAY MULLIONS
SPAN
TRIBUTARY WIDTH'W'
(IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
198.5
48
200.0
200.0
200.0
200.0
200.0
186.1
168.1
165.4
148.8
60
200.0
200.0
200.0
198.5.
170.1
148.8
134.5
132.3
119.1
72
200.0
200.0
196.6
163.8
140.4
122.9
111.0
109.2
98.3
84
200.0
154.7
123.8
103.2
88.4
77.4
69.9
68.8
61.9
96
138.2
103.7
82.9
69.1
59.2
51.8
46.8
46.1
41.5
108
97.1
72.8
1 58.2
1 48.5
1 41.6
1 36.4
1 32.9
32.4
29.1
Impact Ratings
ASTM E1996 - Wind Zone 4, Missile Level D
PA/TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, 16c. 145 Limekiln Rd, Suite 100B New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
BUILDING DROPS
A Perfect Solution in Every Drop!
• Certificate of Authorization: 29578
November 23, 2020
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
MANUFACTURER: Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
FLORIDA PRODUCT
APPROVAL M FL17472
PRODUCT CATEGORY: Windows
SUBJECT:
Dear Sir (Madam),
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Conformance to the 7th Edition (2020) Florida Building Code
I have reviewed the referenced Florida Product Approval and associated, documents and found all drawings,
reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents
listed below to be in compliance with the 7th Edition of the Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard years has occurred
between Chapter 35 of the 6th Edition and Chapter 35 of the 7th Edition of the Florida Building Code. Therefore, all
test standards listed below are valid for the 7th Edition of the Florida Building Code.
SECTION
INSTALLATION
INSTRUCTIONS
CERTIFICATE NO.
CERTIFICATION
AGENCY
TEST STDS.
AAMA 450-10
Keystone
TAS201-94Certifications,
17472.1
PA-0004
622 -104.0
Inc.
TAS202-94
TAS203-94
622 -101.0
AAMA 450-10
622 -102.0
Keystone
TAS201-94
17472.2
PA-0003
622 - 103.0
Certifications, Inc.
TAS202-94
622 - 105.0
TAS203-94
622 - 106.0
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 1 of 2
398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
® Certificate of Authorization:29578 954.399.8478PH
954.744.4738 FX
contact@buildingdrops.com
To the best of my knowledge, all referenced & included test standards, methods of installation, details, and
performance ratings have been.found to comply with the 7th Edition of the Florida Building Code.
This product is manufactured under a quality assurance program currently approved by the Florida Building
Commission.
Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing
the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with
the Engineer witnessing the test(s) and sealing the test report(s).
Respectfully submitted,
�-�ES1.00
70 S A' OF
0
10 '1(` O
%
Hermes F. Norero, P.E.
Florida Registered Professional Engineer #73778
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.12.07 07:25:55-05'00'
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 2 of 2
_ BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report IVo. 7619
Current Florida Building Code
Method:
Category:
Sub —Category:
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
1— A (Certification)
Windows
Mullions
Product: HVHZ.Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, FL 33912
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 05/25/21
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2021.06.13 14:27:09-04'00'
N .7
OF
r. 0.
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: 'Eastern Architectural Systems
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(a)
Product Name: HVHZ Clipped Aluminum Tube Mullions
FL#:FL17472
Date: 05/25/21
Report No: 7619
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern
Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building Code.
See Installation. Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the Current Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
1
BUILDING DROPS FL#:FL17472;
A Perfect Solution in Every Date: 05/25/21 Drop! Report No: 7619
Certificate of Authorization: 29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc. (FBC Organization #: CER1523)'.
Referenced Test Standards:
• AAMA 450-10
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report #: CTLA 3010W-4A
Report Date: 07/18/14
Report #: CTLA 3010W-5A
Report Date: 07/18/14
Report #: CTLA 3010W-6A .
Report Date: 07/18/14
Report #: CTLA 3010W-7A
Report Date: 07/18/14
Report #: CTLA 3010W-8A
Report Date: 07/18/14
Report #: CTLA 3010W-9A
Report Date: 07/18/14
TAS Reports Signed. and Sealed
by: Ramesh Patel, PE 20224
Installation:
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization #: CER1523)
Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further
details of the installation requirements.
Design Pressure:
See drawing (PA-0003) for mullion.design pressure tables, mullion profiles, and installation details.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES:
1.
THE PRODUCFSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLYWITH THE CURRENT FLORIDA
3.
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
C
q
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPAC7 RATED.
4.
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND ZXFRAMING ASAMAIN WIND FORCE
ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE
TYP
FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S.
1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADSTO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
MULLION
6.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
NP'
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ON E TI ME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER.
7.
MULLION & CLIP MATERIAL' ALUMINUM 6005-TS & 6063-T6 (AS NOTED)
B. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL
9. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
-
MULLION CROSS SECTIONS
3
-
ANCHOR CLIP DETAILS
4
-
MULLION SECTIONS
5
-
TYPICAL MULLION& CLIP ASSEMBLIES
6
-
1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES
7
-
1" X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES
8
-
1" X 4" MULLION DESIGN LOAD TABLES
9
-
2" X 4" MULLION DESIGN LOAD TABLES
10
-
2" X 6" MULLION DESIGN LOAD TABLES
11
-
MULLION ASSEMBLYAND LOAD EXAMPLES
1—'W1'—j
4 'W2'1
VERTICAL
SPAN
E
4
0/1Eo"
0/
ANCHOR CLIP, ZLA
TYP 4
TYPICAL MULLION ASSEMBLY
MULL
'L'
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
S. QUALIFIED CLIPTYPES APPEAR ON SHEETS 6-10. MULTIPLEANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING AREALLOWED.
6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
REVISIONS
-0 SA OF
� VJ
0� O iv? • SM 5/25/21 FBC UPDATE
Digitally signed by Hermes F NOrerO\\� SM 2/6/18 6TN ED. FBC UPDATES
Reason: I am approving this document �� / n \ �e
Date: 2021.06.14 10:59:49 -04'00' 0AMR ♦yp11 N!-TWt BY DATE DESCRIPTION
_ FBPE CERr. OF AUTHORIZATION NO. 26570
r'W1'—r'W2'1 \
(I
/ MULL
ji / SPAN
M /
VERTICAL SPAN
��
SPAN'L'
2'
HORIZONTAL'IT" MULL SPAN
MULL
SPAN'L'
TM
M
M
r W1.
r
HORIZONTAL SPAN
EASTERN DI ARCHITECTURAL SYSTEMS
Eastern. E�TERNMETALSYPPLY
■ 1WI DOMESTICAVE
FT MTER5, FL339U
ms .e
'J 1A..nnv�w�reor. .we waw. 1-ST74U1.21W
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
BUILDING DROPS, INC.
FBPE CERTIFICATE OF
AUTHORIZATION NO.29578
0.125"
l 3.125"
1 1
0.375" 1
111 X 3-1/8" (LIGHT)
MULLION
SEE SHEET 6 FOR
QUALIFIED CLIPS
-- 1.000"
0.125"
3.1125"
1
0.625"
1" X 3-1/8" (HEAVY)
MULLION
SEE SHEET 7 FOR
QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS
* N .7 7
S A OF
3ae'� Ole eFwa`ix
D e1A� gY pATE DESCRIPTION
FaPE anr. aP ADTHaauna Ha zlsT•
--I 2.000"
0.250"
6.000"
1
0.250"
ZI'X6"
MULLION
SEE SHEET 10 FOR
QUALIFIED CLIPS
EASTERN ARCHITECTURAL SYST IW S
AD] SIONOF
E/STERNA Al. SYPPLY
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
DATE DRAWNSY: PREPARED SY:
02 OS 13 T1H sue`' gUI OMG DROPS,IRKS. IOF
DRAWING NO: SCALE � FBPE CERTIFICATE OF
PA-0003 N.T.S. , AUTHORIZATION "U"OND.29578
SHEET. REN.
2OF11
4"
0 0
2.625" 3.375"
0 0 1
2.25"
0.125" 2'
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6 .
L� 5" �.
2.25" o
2.25"
0 2.25" 0 —1
0.12� 2"
2" X.5" X 2 1/4" L-CLIP
10.46"
2.50"
2.25" 0 0 2.25" 0
K2.2I5"
225 0 2.25" 0 0 .". I
1.25" +
10 15/32" X 2 1/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625
1 0 0 0 0
+ 0.125"
0.875"
T- 8 1/4" X 3 3/8 H-CLIP
ALUMINUM 6063-T6
ALUMINUM 6063-T6
0.722"-~1 I�
o —T
0 2.25"
2.125"
2 1/4" U-CLIP
ALUMINUM.6005-T5
2.25" O
/h 1-1
1.75".
0 2.25" o
0.12� 2"
2" X 5" X 13/4" L-CLIP
ALUMINUM 6063-T6
0.722"--]
1.75"
o
2.125"
q u I I .
1 3/4" U-CLIP
ALUMINUM 6005-TS
REVISIONS
. V\,
N .7 7
n $A OF ram
ii aY5�7a \\
D11�� BY DATE OEBCRIPDON
FBPE mEr. aF
4.
1--41
5.375"
I�L.LJ �I
0.125" 2"
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
10.46"
2.335/ 2.25'A
2.25" b 'o'0
0 2.25" 0 2.25" o .
+ Ijjl Ijjl 0.188"
1.25". I I. I I +
10 15/32" X 1 3/4" H-CLIP
ALUMINUM 6063-T6
EASTERNARCHITE=N SYSTEMS
AD[ ISIONOF
EASTERN METALSYPPLY
16341DOMESTI L
FTMYERS,FL33912
1"8-1-2193 .
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICALAND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
DATE DRAWN BY-. I PREPARED BY:
3OF11
BUILDING DROPS, INC
N.T.S. I ®� WE CERTIFICATE OF
AMORIZATION NO.2957a
INSTALLATION ANCHOR
(SEE NOTES SHEETS
INSTALLATION ANCHOR
INSTALLATION ANCHOR
HORIZONTAL
6-10)
21/2"MIN.
(SEE NOTES SHEETS 11/2' MIN.
(SEE NOTES SHEETS
MULLION, TYP.
EDGE DIST.
6-10) EMBEDMENT
6-10)
CONCRETE OR
e
MASONRY BY OTHERS
CAULK BETWEEN
° a Q °
e
11/4" MIN.
3 4" MIN. v v EXTERIOR
MULLION CLIP
CONCRETE/ MASONRY & 1X
. A.
e :°
EMBEDMENT
•v'.
EDGE DIST.RS
TYP.
WOOD BUCK BY OTHE
'U' CLIP
1:::�—1
c
TYP.
X WOOD BUCK CONCRETE OR
EXTERIOR INTERIOR
BY OTHERS
MASONRY BY OTHERS'.
a
CAULK BETWEEN
MULLION CLIP
,@
CONCRETE/ MASONRY & 2X
VERTICAL
TYP.
WOOD BUCK BY OTHERS v
MULLION, TYP.
2XWOOD BUCK °.
EXTERIOR
(
INTERIOR
BY OTHERS - v' •
_
MUPLLION
i
INTERIOR
HORIZONTAL SECTION
(
MULLION
TYP.
T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION
SIDEVIEW
g
VERTICAL SECTION
4 JAMB -ZX WOOD BUCK
(�
HEAD - CONCRETE/MASONRY
SIDE VIEW -HORIZONTAL
SIDE VIEW -VERTICAL
INSTALLATION ANCHOR
� �
(SEE NOTES
SHEETS
6-10)
HORIZONTAL
MULLION, TYP.
EXTERIOR
i (
INTERIOR
(
MULLION
EXTERIOR INTERIOR
(
TYP.
N
—OTE.
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION CLIP
® ® TYP.
MULLION & CLIP ASSEMBLIES. SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION
MULLION, TYP.
CONFIGURATIONS, SIZES, AND DESIGN
(
MULLION CLIP
PRESSURES.
(
TYP.
�10RIZONTAL SECTION
e" :
X-MULLION INTERSECT DETAIL
n °,
e
,(�
SIDE VIEW
°
11/4" MIN.
•,d
.
° EMBEDMENT
PRECASTSILL e
° a
+
````1�r J'�ZZ�i REVISIONS
E
��'�R""qo"rrtsoNo srsEMs
Eastern
BY OTHER
`�� •• �i� -
�j
EASIiJiNMETALSYP—
■
INSTALLATIONANCHOR
�� • .
\ E• S •• 'Q
FTLTEc
1 NNE S FLB39AVE
���.11 % ' _e___. F MYERS. R33913
(SEE NOTES SHEETS
N
6-10)EDGE
21/2"MIN.
.7
* *
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
A
VERTICAL SECTION
DISTANCE
: C
A of
INSTALLATION RDE ILS
IMDAMs DRawn BY, BY.
•
0 O LOP: �/ �
02 OS 13 TJH v
4
SILL-CONCRETE/MASONRY
�j ��
S N Ci \
DRAWING NO: Boric , BUILDING DROPS, INC
FRPECERTMF TEOF
SIDE VIEW -VERTICAL
�/ x e ��
PA-0003 N.T.S. t' AUTNORIM7IJON NO.295T8
' BY DATE I ESCRIPTION
',A110t1
REV s"E
.
FTFE mIT x6 YW,Ie
4 OF 11•
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
H-CLIP
HORIZONTAL
MULLION
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1" x 31/8" MULLION
AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
.r. I/
E..SY ••'
REVISIONS
��- EPSTERNARCHITECTURAL SYs1EMs
Eastern ADVIGIDN DF
EASTERN METALSYPPLY.
163A100MESTICAYE
�� ��• �O/�
Mo ..vl
, gun wreeri rro eoe.. FT MYERS, FL 33M
N 7 7
TILE
* �
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
O S A OF.
?J
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION AND CLIP ASSEMBLY DETAILS
DATE DRAWN BY-. PRE9ARFD BY.
/ V \
�
02/0513 TJH
DRAWINGNP. SCALE 7% BUIL°INGDROAT INC
29578
jfs"�5
3w.e�Y` cHEF
.o(ggq{M�rR
PA-0003 N.T.S. ® AUTHORIZATION NO.
Rom.
F �: � �u•"na N . �,L BY DATE
DEGCRIF'1ION
OF 11
IGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8'(UG -ONE-WAYMULUONS
SPAN'L'
TRIBUTARYWIDTH W IN.
(IN.)
18
24
1 30
36
42
48
153.Ml
S4
60
24
200.0
0
200.0
200.0
-200.0
200.0
200.0
200.0
200.0
36
200.0
1 200'%
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
10
200.0
200.0
200.0
200.0
200.0
200.0
6D
200.0
200.0
181
158.0
143.3
134.3
129.8
129.3
127.6
72
161.6
123.7
lOLS
77.7
7L1
67.2
66.7
63.8
84
10LO
76.9
62.7
53.
47.1
42.6
39.7
39.3
36.9
96
67.4
SL1
4L5
35.2
27.6
:25.6
25.2
23.5
108
47.1
35.7
28.1
24.4
21.3
19.0
17.5
17.2
15.9
hoq
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(LIGHT)-TWO- MULLIONS
SPAN 'I!
TRIBUTARY WIDTH" W IN.
(IN.)
18
24
30
36
.42
48
51M
60
24
20D.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0 _
0
36
200.0
200.0
200.0
200.0
19L4
167.5
15L3
148.9
134.
48
200.0
200.0
2W.0
167.5
143.6
125.6
113.5
111.7
100.5
60
200.0
200.0
160.8
134.0
114.9
100.5.
.90.8-
89.3
SDA
72
157.6
118.2
94.5
78.8
67.5
59.1
53.4
52.5
47.3
84
99.2
74.4
59.5.
49.6
42.5
37.2
33.6
33.1
29.8
96
66.5
49.9
39.9
33.2
28.5
24.9
22.5
2Z2
19.9
108
46.7
35.0
28.0
73.3
20.0
17.5
15.8
15.6
1 14.0
0
0
0
2 1/4" U-CLIP
ALUMINUM 6005-TS
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS
AND
QUALIFIED ANCHOR CLIPS
0 o Ilkwo
- - { 1.000"
0.125"
3.125"
0.375"
1" X 3-1/8" (LIGHT) MULLION
2" XOWX 2 1/4" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
ALUMINUM 6005-TS
TRIBUTARY WIDTH = W1+W2
z J
ONE-WAY
DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE S:
1. SEE INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. R INTERP ON BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEETFO CIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPEC I IP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCR
• CMU: 1/4" ITW TAPCONS
• CONCRETE:.2/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS DE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBED T OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.5S.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMB ENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
O BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. -
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT 0 4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 40D0 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION ND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" TH LUMINUM 6063-TS.
O 0 0 `%;
0 0 0
1015/32" X 21/4" WCUP
ALUMINUM 6063-T6
i
ave
k7.
REVISIONS
EwSfElW AADMS TUMLSYSTFlA9
�V�womsioRa Ea rn--
*
:OF . �
IDP :' �/
HVHZ CLIPPED ALUMINU 4VALBEMULL16NS
VERTICAL AND HORIZONTAL C GURATIONS
1" x 31 8" LIGHT MULLI
ow,E
DRwvmer.
PRF➢ARm BT:
\``,`
\�
L�.NG513
003
ET1H
N.T.S.
�ini.oi+o.
Aurxowunm+
see
iL
eY
Dnre
DescwvroR1
ESIGN
PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(HEAVY)-ONE-WAYMUWONS
SPAN
TRIBUTARY WIDTH (IN.)
(IN.
24
30
36
42
48
53.125
54
60
24.
200.0
00.0
200.0
200.0 ..
200.0
200.0
200.0
200.0:
.200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0.
200.0
. 48
200.0
20D.0
00:0
200.0
200.0 '.
200.0
200.0
.200.0
200.0
GO
200.0
200.0
191.4
176.7 '.
167.5
162.2
16LG
159.4
�72
200.0
154.5
126.8q
09.1
97.1-
88.9
84.6 -
83.3
79.7
84
-12&2
96.1
78.4
58.9
53.2
49.6
49.1
46.1
96
..84.2
63.9.
- SLS
44:0
.5
34.5
. 3L9.
3L5 :
29.3
108
S8.9
44.6
36.1
30.5
23.7
2L8.
2L5
19.9
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (HEAVY) - WAY MUWONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
IN.) "
- 18
1 24
30
36 :
42
48
153.125
60
. 24
200.0
.200.0
200.0..
. 200.0
200.0.
- .200.0
20D.0
200.
00.0
35
200.0
200.0
200.0
200.0
19L4
167.5
ISL3.
148.9
48
20D.0
200.0
200.0
167.5
143.6
125.6
113.5
11L7
100.5
60. ,
200.0
200.0
160.8
134.0.
114.9
100.5
90.8
89.3.
80.4
72
19&8
147.6
118.1
98.4 -
84.4
_ 73.8
66.7
65.6
59.1
84
124.0
93.0
74.4
62.0
53.1
4&S
42.0
4L3
37.2
96
83.0
62.3
49.8.
4L5
35.6
3L1
28.1
27.7
24.9
108
58.3
43.7
35.0
29.2
25.0
219
19.8
- 19.4
17.S
[4U L IIIED ANCHOR CLIPS
h13/4" U-CLIP
ALUMINUM 6005 T5
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS
0
0
�{ 1.000"
0.125"
3.125"
0.625'
1" X 3-1/8" (HEAVY) MULLION
o aEll LI o o
P005- X 1-3/4" L-CLIP
ALUMINUM 6063-T6
••MUST BE USED IN PAIRS
O O O
0 0 0
1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
ALUMINUM 6005-TS
TRIBUTARY WIDTH = 1+ W2
-2
004'
0io,
loo
ULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABL
1. SHE R INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
. LINEAR INTER ]ON BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3.' SEE THIS SHEET ECIFICMULLIONDIMENSIONS.
4. SEE SHEET 3 FOR SPE CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:.
WOOD: q14 WOOD SC
• CMU:.1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL:1/4", SELF -DRILLING SCREW DE 5)
6. INSTALLATION SUBSTRATES:.
• WOOD ANCHORS SHALL HAVE A'MIN. EMB NT OF 1-1/2" &EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW :CM:U ANCHORS SHALL HAVE A MIN. E MENT OF 1-1/4"& EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL. .
BE MEDIUEIGHT CONFORMING TO ASTM C 90.
CONCRETCHORS SHALL HAVE A MIN. EMBEDMENT /4" & EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN. 4000 PSI.
• METALANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATIO OND METAL STRUCTURE. STEELSHALL BE MIN.
18 GA. (0.D45" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" T ALUMINUM 6063-T5.
REVISIONS -��- R"MDMSIMO srsrFrns
,. ,. .C• [� ,, .. - -- ■ Ea /'/% .ERSTE NMEMS"P Y
N 7 , n4: HVHZ CLIPPED ALUMINU BE MULLIONS
* * = VERTICAL AND HORIZONTAL CGURATIONS-
S A OF 1" x"31 8" HEAVY ULLML
6Y DATE OESCFiIFDON
iNPE.fFAL.OF AUTNOfdUMM NO. 295-M
. DESIGN PRESSURE UMITS FOR MULLION: 1"x4'- ONE-WAY MUWONS
SPAN'L'
IN.
TRIBUTARYWIDTH'1M IN.
18
30
36 ' 42 48
53.125
54
. 60
24 :
200.0]N50.8
00.6
Z00.0 200.0 200.0
200.0
200.0
200.0
36
200.0
00.0
200.0 200.0 200.0
200.0'
200.0
200.0
1. 48
200.0
00.0 ,
200.0 200.0 200.D
200.0
.200.0.
2000
60
200.0
00.0
200.0 200.0 200.0
200.0
200.0
2000
72
200.0
00.0
181.5 161.6 147.9
-139.7
138.6
132.6
84
200.0.30.4
- LSL2 98.0 88.5 ..
S25.
8L7
76.796..`.
140.1
6.3
73.2 64.1.57.4
53.1
52.548.8108
98.1
0.1
50.8 44.3 39.5
36.3
315
33.1
DESIGN PRESSURE UMITS FOR MUU10N: 1" x 4" - TWO-WAY MU WON5
SPAN'L'
- TRIBUTARYWIDTH'W'(IN.
(IN.) '
18
24
30
36
42
48
53.125.
54
60
24
200.0 -
200.0.
200.0
- 200.0
200.0
200.0
200.0..
-200.0
200.0
36
200.0
-200.0
200.0
200.0
200.0.
200.0
200.0
200.0
MS
48 ..
200.0.
200.0.
..200.01
200.0
.200.0
186.1 ,
. 168.1
165.4
14&8 .
60
20D.0
200.0
200.0
198.5
170.1
148.8
1M.5
132.3
119.1
72
200.0
200.0
196.6
163.8
140.4
122.9
11L0
109.2
98.3
.84
200.0
ZA.7`
123.8.
103.2
88.4.
77.4
69.9
. 68.8
61.9
96
136.2
103.7
82.9
69.1
59.2
5L8
46.8
46.1
4L5
108
97.1
72.&
58.2
48.5
41.6
36.4
1 32.9
32.4
29.1
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
2".X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
MULLION
1.000"
I I MULLION7717
0.250" II I I
4.OD0"
ONE-WAY MULLION DIAGRAMS
0.250' - MULLION
1" X 4" MULLION LL�
�J
ALUMINUM 6005-T5 M Y///
0 0 0 0
O 0 0 0'
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
TRIBUTARY WIDTH = W1+WIZ
2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS
S. ANCHOR REQUIREMENTS: - WOOD: WOOD: #14 WOOD SCREWS
CMUi 1/4" I'TW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL:1/4" SELF -DRILLING SCREWS (GRADE 5) .
6. INSTALLATION SUBSTRATES: :
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: O.SS.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 13/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD.' ALUMINUM SHALL BE MIN.1/8'.' THICK ALUMINUM 6063-TS. .
Vol.:
I STAA OF I
REVISIONS
Ma3e
Rr I w.n: EEscwrmoN
Eastern ' "A-IO �`
ADMETA OF
EASTERN NETAISYPPLY.
16361DONIESTICAM
R A1YD6, iL33933
-
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 4" MULLION
DATE DRAWN DY: - PREPARED ay.. .
i 13 TJH%
SCALE BUILDING IRKS, INC.
FSPE CERnFlCAEOF
)03 N.T.S. ® ADLxDRDanoxxD.39sTR
REN.
1
DESIGN PRESSURE LIMITS FOR MULLION: 2"z4"-ONE-WAYMULUONS
SPA
TRIBUTARY WIDTH IM IN.)
(IN.)
1 24
30
36
42
48
53.125
54
60
24
2CM&L
200.0
200.0
200.0
_ 200.0
200.0
200.0
200.0
200.0
36
200.0
.0
200.0
200.0
WILD
200.0
200.0
200.0
200.0
48
200.0
2
200.0
200.0 "
" 200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
.0
200.0
200.0
200.0
200.0
200.0
200.0
72
200.0
200.0
- 200.0
200.0
197.0
188.0
185.8
180.1
84
200.0
200.0
195.1
.4
145.6
132.5
1B.5
122.2
114.8
96
200.0
159.0
129.1
109.
95.9
1 85.9
79.5
78.5
-73.0
108
146.7
11L1
89.9
76.0
59.1
54.4
53.7
49.5
DESIGN PRESSURE LIMITS FOR MULLION:2"z4"-TW - YMULUONS
SPAN l!
TRIBUTARY WIDTH" W (IN.)
(IN.)
18
24
30
36
42
48
53.
60
24
200.0
200.0
200.0
200.0
WILD
200.0
200.0
2
200.0
36
200.0
200.0'
-200.0
200.0
200.0
200.0
200.0
200.0
.0
48
200.0
200.0
200.0
200.0
200.0
197.0
17&0
175.1
15 .
60
200.0
.200.0
200.0
200.0
180.1
157.6
142.4
140.1
126.1
72
200.0
200.0
200.0
175.1
150.1
13L3
118.7
116.7
105.1
84
200.0
200.0
180.1
150.1
.128.7 _
112.6
1OL7
100.1
90.1
96
200.0
155.1
124.1
103.4
88.6
77.6
70.1
68.9
62.0
SOS
145.2
108.9
87.1
726
62.2
54.5
49.2
48.4
43.6
�I 2.000" i
0.250"
4.000"
0.250"
2" X 4"MULLION
ALUMINUM 6005-TS
TRIBUTARY WID� Wl Z W2
s
LLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1.
SEE SHEET 1 F N CTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2.
LINEARI OLATION EEN LISTED WIDTHS AND SPANS IS ALLOWED.
3.
SEE HEET FOR SPECIFI WON DIMENSIONS.
4.
S EET 3 FOR SPECIFIC CUP D SIONS.
5
NCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
CMTAPCONS
QUALIFIED ANCHOR CLIPS
CO1 4"IITWTAPCONS
• METAL:1/4" SELF -DRILLING SCREWS (GRADE
6.
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT 0 2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMEN -1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
0 0 0 0
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & E DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND L STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALU 6063-TS.
0 0 0 0
2" X 4" X 3 3/ -CLIP
-
ALUMI"6063-T6 "
RE
`�5�\/// VISIONS
�� FJISTERN Aq DMSIO�Na SYSiEMe
�� J.�'- oA-•,,- - - .Ea rn ��ksYPPLY
AND DIMENSIONS.
` ` °V * HVHZ CLIPPED ALUMINU BE MULLIONS
b S A OF G✓ VERTICAL ANDHORIIZONTA C3 IGURATlW
I D/MA- eLM:.s�E sx steer, n
FBc MT. aF FUT"D TIT Mn mm er wre DescwmoN �v -9 OF 11
DESIGN PRESSURE UMITS FOR MUWON:2"z6"-ONE-WAY MULLIONS
SPAN
'TRIBUiARYWIDTH'1M IN.)
(IN.)
24
30
36
42
48 -
53.1251
S4
-60
24
200.
200.0
20D.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200:0
200.0
20D.0
200.0
200.0
20D.0
48
200.0
200.'A
k,200.0
200.0
20D.0
200.0
200.0
200.0
200.0
60
200.0
- 200.0
200.0
20D.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
00.a
200.0
197.0
198.0
186.8
180.1
84
200.0
2W.0
200.0
171.5
157:6
148.7
147.5
140.1
96 -
200.0
200.0
186.8
16L6
44.1
131.3
123.0
12L8
114.6
108-
200.0
197.0
1627
140.1
132.6
104.9
103.8
97.0
DESIGN PRESSURE UMITS FOR MUWON:2"x6"-TWO- UWONS
SPAN'L'
TRIBUTARY WIDTH 'W'(IN.) .
(IN.)
18
24
30
36
42
48
53.125
60
24
200.0
200.0
20D.0
20D.0
200.0
200.0
200.0
200.
2000
36
200.0
200.0
200.0.
200.0
200.0.
.200.0
200.0
200.0
48
200.0
200.0
200.0
- 200.0
200.0
197.0
178.D
175.1
157.
60
200.0
200.0
200.0
200.0
180.1
157.6
142.4
140.1
126.1
72
200.0
200.0' .
200.0
175.1
3SD1
13L3 .
118.7
116.7
. 105"
84
200.0
200.0
280.1
350.1
M7
112.6 -
10L7
100.1
90.1
Y96
20D.0
197.2
157.E
13L3
1126
98.5
89.0
97.6
78.8
108
200.0'
175.1
140.1 .
116.7
100.1.
87.6
1 79:1
177.8
70.0
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
211X41'XL-CLIP
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
0.250"
„
,
ALU%UUM 6005-TS
MULLION
rRIBUTARYWIDTH= WS+W2
2
DIAGRAMS
MU
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET R INSTR INS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS.
2. LINEA RPOLATION B LISTED WIDTHS AND SPANS IS ALLOWED.
3. SE S SHEET FOR SPECIFIC M N DIMENSIONS.
4. SHEET 3 FOR SPECIFIC CLIP DIME NS.
ANCHOR REQUIREMENTS.
•WOOD: #14 WOOD SCREWS
• CMU: ITW TAPCONS
• CONCRETE:1/4" ITW LISTED
• METAL:1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1 EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF " & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & ED STANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI.
• METALANCHORS SHALL HAVE A MIN: (3) THREADS PENETRATION BEYOND L STRUCiURE. STEEL SHALL BE MIN.18 GA (0.045"
THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
��///I REVISIONS .- E/srEBnnADMS u F MTEMS
LEa ern. EABTEw, MEYu srPPiv
�.� • E. S • I "i A..:.�o' '.v�iroo : �w ff.YE OMESBC AVE
-�� FF MY ollL33932
N 7 7 O , Bn<ma,oe
HVHZ CLIPPED ALUNIINU BE MULLIONS
OF = VERTICAL AND HORIZONTAL. IGURATIONS
2" x6" MULLION
°ATe ORAYM BY: FREPANEO BY:
02 OS 13 TJH P"
ORAwINO NO: BULE l FBPE-ft OP3. INC
OF
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JBB pIApe BEACH J70 BHEET:
ANu e�p+4 N,'
FEE CEFM OF AU ON No. zone °A� DESCRIPTION Fvv 10 OF 11