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FL #
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Comments
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Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17472-R6
Affirmation
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
James Flesher
jflesher@easternmetal.com
Timothy J. Hoard
10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
Windows
Mullions
Certification Mark or Listing
Keystone Certifications, Inc.
Keystone Certifications, Inc.
Standard
Year
AAMA 450
2010
TAS201
1994
TAS202
1994
TAS203
1994
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
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5`/`2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d 1/2
12/31 /2020
Florida Building Code Online
Yes No N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
FL17472 Rb CDC SA17472 SS 2020-12-07.pdf
Method 1 Option A
12/14/2020
12/14/2020
12/18/2020
FL # I Model, Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See drawing set for mullion size, angle and design
pressure rating
17472.2
Certification Agency Certificate
FL17472 R6 C CAC 662-104 C0112.pdf
Quality Assurance Contract Expiration Date
09/22/2021
Installation Instructions
FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-11.pdf
Created by Independent Third Party: Yes
HVHZ Clipped Aluminum Tube Mullion I HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T !
and X Configurations
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See drawing set for mullion size, configuration and
design pressure rating
Certification Agency Certificate
FL17472 R6 C CAC EAS 622-101CAR.PDI
FL17472 R6 C CAC EAS 622-102CAR.PDI
FL17472 R6 C CAC EAS 622-103CAR.PDI
FL17472 R6 C CAC EAS 622-105CAR.PDI
FL17472 R6 C CAC EAS 622-106CAR.PDI
Quality Assurance Contract Expiration 1
07/18/2021
Installation Instructions
FL17472 R6 II PA-0003 SS 2(j18-02-14.p
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-14.
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-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 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:
IT WJ ® eGlreek
Credit Card
Safe
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/a2bOtoUJ5°/`2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d 2/2
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
Eastern Architectural Systems
HVH2 Clipped Aluminum Bay/Bow Mullions
for
Florida Product Approval
FL# FL17472
Report No. 6414
6th Edition (2017) Florida Building Code
Method:
Category:
Sub — Category:
1— A (Certification)
Windows
Mullions
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product: HVHZ Clipped Aluminum
gay/gow Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, FL 33912
Prepared by:
Hermes F. Norero, R.E.
Florida Professional Engineer # 73778
Date:09/13/19
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.09.13 21:00:16-04'00'
p .
N .7 7
OF = Z
HermF1NoRw 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 Bay/Bow Mullions
FL#:FL17472
Date: 09/13/19
Report No: 6414
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 6th Edition (2017) Florida
Building Code.
See Installation Instructions PA-0004, 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 6th Edition (2017) 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 6th Edition (2017) 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-0004 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0004 have been qualified as required
by Section 1709.8 of the 6th Edition (2017) FBC.
6. See Installation Instructions PA-0004 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
//O\\ BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Certification Agency:
Referenced Code Sections:
Referenced Data:
FL#:FL17472
Date: 09/13/19
Report No: 6414
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).
1. 1709.8 of the 6th Edition (2017) FBC
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report #: CTLA 301OW-4
Report Date: 07/18/14
Report #: CTLA 3010W-4A
Report Date. 07/18/14
Report #: CTLA 301OW-5
Report Date: 07/18/14
Report #: CTLA 3010W-5A
Report Date: 07/18/14
Report #: CTLA 301OW-6
Report Date: 07/18/14
Report #: CTLA 3010W-6A
Report Date: 07/18/14
Report #: CTLA 301OW-7
Report Date: 07/18/14
Report #: CTLA 3010W-7A
Report Date: 07/18/14
Report #: CTLA 301OW-10
Report Date: 09/22/14
Report #: CTLA 301OW-10A
Report Date: 09/22/14
TAS Reports Signed and Sealed
by: Ramesh Patel, PE 20224
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization #: CER1523)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
FL#:FL17472
Date: 09/13/19
Report No: 6414
A. For two by (2X) wood frame substrate, use #14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions (PA-0004) for anchor locations, design load tables, and further
details of the installation requirements.
Design Pressure:
See drawing PA-0004 for mullion desing pressure tables, mullion profiles, and installation details.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4of4
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
GENERAL NOTES: W11� W
B 13
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017)
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. MULLION
UNDER SEPARATE
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE APPROVAL \�
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
/01 VERTICAL MULL
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN 'L'
FORTHE PROJECTOF INSTALLATION.
MULLION
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TYP,
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, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER.
7. MULLION & CLIP MATERIAL: ALUMINUM 60OS-TS & 6063.T6 (AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL.
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
TYP 3
10, DISSISSHALIILAR METALS BEP PROTECTED NLUDING ACCORDANCEWITH6TH EDITION 2017)FFLORIIDA UILDINGCODETHAT MAY COME INTO CONTACT WITH NUMUNITFRAMING TYPICAL MULLION ASSEMBLY
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
MULLION ASSEMBLY AND MULLION AND CLIP DETAILS
3
MULLION SECTIONS
4
22.50' MULLION DESIGN LOAD TABLES
5
30° MULLION DESIGN LOAD TABLES
6
45` MULLION DESIGN LOAD TABLES
7
90° MULLION DESIGN LOAD TABLES
8
MULLION ASSEMBLY AND LOAD EXAMPLES
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.09. A41$i E-04.00-
.y N 7 p;
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V V \
J98 EAST 0111AP111w . SIE ]b
r'Wl'—r'W2 1
A M MULL
of SPAN'L'
1 /
VERTICAL SPAN
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINEWHETHER 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 8 FOR ASSEMBLY EXAMPLES.
• IF ASSEMBLYTYPE 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 4-7.
S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-7. MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY. HOWEVER,
HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION
WITH MULLIONS SHOWN HEREIN IN ATWO-WAY CONFIGURATION.
7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
REVISIONS EASTERN ARCHITECTURAL SYSTEMS
OF
Eastern EASTERN METOALSYPPLY
A 16341DOMESTICAVE.
,mw�cv..wneva .. uo owa FT MYERS, FL3 V
w 1-877401-2190
TITLE: HVHZ CLIPPEDALUMINUMBAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
DATE: DRAWN BY: PREPARED BY:
02/05/13 TJH BUILDING DROPS, ING
DRAWING NO: SCALE: FBPEDERTIFMATEOF
2/6/18 6TH ED, FBC UPDATES 1 PA-0004 N.T.S. , AUTHORRATION NO.29578
SHEET: REV:
GATE DESCRIPTION REV 1 OF 8
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INSTALLATION ANCHOF
(SEE NOTES SHEETS 4-7
CONCRETE OR
MASONRY BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
INSTALLATION ANCHOF
2 1/2" MIN. (SEE NOTES SHEETS 4-7
EDGE DIST.
CONCRETE 01
° MASONRY BY OTHER'
A G
d
° . a 11/4" MIN. CAULK BETWEEN
d ° EMBEDMENT CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
1 X WOOD BUCK
BY OTHERS
MULLION CLIP
EXTERIOR
INTERIOR
MULLION
TYP.
g
VERTICAL SECTION
3
HEAD - CONCRETE/MASONRY
SIDE VIEW -VERTICAL
EXTERIOR i i INTERIOR
MULLION
TYP.
NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION & CLIP ASSEMBLIES. SEE
SHEETS 4-7 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
MULLION CLIP
TYP.
°' O
A e ° 11/4" MIN.
.4 - EMBEDMENT
PRECAST SILL °
BY OTHERS °
INSTALLATION ANCHOR
(SEE NOTES SHEETS 4-7 2 1/2" MIN.
EDGE DISTANCE
VERTICAL SECTION
3 SILL - CONCRETE/MASONRY
SIDE VIEW -VERTICAL
° 3/4" MIN.
a EDGE DIST.
I
11/2" MIN.
EMBEDMENT
�2 D BUCK
BY OTHERS
MULLION CLIP
EXTERIOR
INTERIOR
(
MULLION
TYP.
�C
VERTICAL SECTION
3
HEAD -2XWOOD BUCK
SIDE VIEW -VERTICAL
REVISIONS
S q OF ;' t
. O
O IOP:''
A P.
M EAST BL9LLT llE. 335
i =f OF Aul zAili/� $�.� BY DESCRIPTION
Eastern EASTERN ARCHITECTURAL
NRLL SYBTHI3
A DIVISION RA
EASTERN METAL SYPPLY
16341 DOMESTICAVE.
i.weae�w,.�ooww ..wa. paown FT MYERS, FL 33B11
1-STT401-]19�
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION SECTIONS
DATE: DRAWN BY: PREPARED BY:
5/13 TJH
SCALE: BUIEDIDROPS, INC.
FBPF CERFRTIFICATE OF
�004 N.T.S. AurxDRuanoxNO. znTB
REV:
B -
DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. -ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
2.00.0
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
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
175.3
159.1
149.0
144.1
143.5
141.6
72
179.3
137.2
112.6
96.9
86.2
78.9
74.6
74.0
70.8
84
112.1
85.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
74.8
56.7
46.1
39.1
34.2
30.7
28.4
28.0
26.0
108
1 52.3
39.6
32.1
27.1
23.6
21.1
19,4
19.1
17.7
DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. - TWO-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
200.0
200.0
200.0
200.0
200.0
200.0
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
113.3
102.4
100.7
90.6
72
174.8
131.1
104.9
87.4
74.9
65.6
59.2
58.3
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
1 33.0
96
1 73.8
55.3
44.3
36.9
31.6
27.7
25.0
24.6
22.1
108
51.8
38.9
31.1
25.9
22.2
19.4
17.6
17,3
15.S
QUALIFIED ANCHOR CLIPS
0 0 0 O
0 O O O
L-CLI P
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.036" -1-I
0,250"
91.
0.125" J
22.50 DEGREE MULLION
ALUMINUM 6005-T5
TABLE NOTES:
MULLION
L
�-wz-
ONE-WAY MULLION DIAGRAMS
ILL
TRIBUTARY WIDTH = W1+ W2
2
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• 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 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE 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.
REVISIONS
�� EASTERN ADrvEIIpV� sBreE6
.:. �'1%
.• All
• �\ • E ••�
'
Eastern EASTERN NETAL 9YPPLY
1E363 DOME9TIC AVE.
y1.�I^i..n
% l/^HVHZ
ui�w1.'+u :'�..�.o o' uYwv FT EIE,F 9U
CLIPPED ALUMINUM BAY/BOW MULLIONS
*
_
p S q OF
VERTICAL AND HORIZONTAL CONFIGURATIONS
22.5" MULLION
A
IOC O IRP: • J�
DATE:
DRAW
PREPARED 8M
��
s�s
13
"y:
BUILDINGDROP$,ING
o_w�cNo:S
scALE,TJH
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TITIONNO.2AS78
A P. aw iT�79�SS�
398 EAST ISlE 33B
W_ _ Rm- _ _ - __
PAIFICATE
A SHEET
nc o
N.T.S.
REV:
AUTM RIZAFOPE
BY
DATE
DESCRIPTION
EV R
DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. - 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
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
175.3
159.1
149.0
144.1
143.5
141.6
72
179.3
137.2
112.6
96.9
86.2
78.9
74.6
74.0
70.8
84
112.1
85.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
74.8
56.7
46.1
39.1
34.2
30.7
28.4
28.0
26.0
108
52.3
39.6
32.1
27.1
23.6
21.1
19.4
19.1
17.7
DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. -TWO-WAY MULLIONS
SPAN V
TRIBUTARY WIDTH 'W'(IN.)
(IN,)
18
1 24
1 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
18TS
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
1133
102.4
100.7
90.6
72
174.8
131.1
104.9
87.4
74.9
65.6
59,2
5813
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
33.0
96
73.8
55.3
44.3
36.9
31,6
27.7
25.0
24.6
22.1
108
51.8
38.9
31.1
25.9
2Z.2
.4
17.6
17.3
1 15.5
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
L-CLI P
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.040"
0.250"
3.369"
30.0°
0.125"
30 DEGREE MULLION
ALUMINUM 6005-T5
TAR] F NOTFSr
MULLION
L
1,4-W2-
ONE-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH = W1+ W2
2
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• 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 1-3/4" & 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-T5.
REVISIONS
. * • 7
; o Sq OF *�
O IDP;
IDA P 410 Yi7]8 ��% SM 9-13-19 SHEETADDED
398 EAST MMYYN PFJCH�Yl4i 51E JJS BY DATE DESCRIPTION
IA B�71M iL 3JODt
EASTERNARCRITECTURAL8YSTEMI
rw,
Eastern EASTERN METH. SYPPLY
w 16361 DOMESTIC AVE.
I«r..c• w,..ocw* .w- uoonc FT MYERS, EL 31111
I477-1-2190
TLE:
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
30° MULLION
DATE: DRAWN BY: I PREPARED BY:
BUILDINGER DROPS, INC.
FSPE CERTIFICATE
AUTHORIZATION NO. 29 29518
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -ON E-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
24
1 30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
2D0.0
200.0
36
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
192.2
190.0
174.1
173.4
171.1
72
200.0
165,8
136.1
117.0
104.2
95.4
90.1
89.4
85.5
84
135.4
103.1
84.1
71.7
63.2
57.1
53.2
52.7
9.5
96
90.3
68.5
55.6
47.2
41.3
37.0
34.3
33.8
1.4
�21.31
108
63.2
47.9
38.7
32.7
28.5
25.5
23,4
23.1
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -TWO-WAY MULLIONS
SPAN V
TRIBUTARYWIDTH' (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
2000.
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
2.00.0
200.0
200.0
200.0
200.0
200.0
187.5
194.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
20D.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
158.4
126.7
105.6
90.5
79.2
71.6
70.4
63.4
84
133.0
99.8
79.8
66.5
57.0
49.9
45.1
44.3
39.9
96
89.1 7
66.8
53,5
44.6
38.2
33.4
30.2
29.7
26.7
108
62.6
46.9
37.6
31.3
26.8
23.5
21.2
20.9
18.8
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.072"
0.2S0" ��
3.604"
�' 45' '�"
0.125"
45 DEGREE MULLION
ALUMINUM 60OS-T5
TRIBUTARY WIDTH = W1+W2
2
TARI F N(1TF5-
ONE-WAY MULLION DIAGRAMS
M
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES, SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: N14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• 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 1-3/4" & 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-T5.
\` •• II
`\ �.• II'
• 4� • •,s •� .A
REVISIONS
EASTERNARCHITECTURALSYSTEMS
ADIVISION OF
astern EABTERN METAL SYPPLY
16341 DOMESTICAVE.
C)....
7
A aMnY<ERaSi,-ziiLe3D3912
`w........ FT
TITEHVHZCLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
45" MULLION
p S F OF *
n
jI'�� p IDT•: /�``�
ypp \\
{�jpR�pA P. 0�1 Y. 3�7,Jy \
398 EAST dAfYl/ i6^i".H.BI.YR> 5 338
OANIA R 4t �330
___ _- ._ _____
DATE:
13
DRAWN BY'.
T,H
PREPARED BY:
BUILDING DROPS, INC.
FBPE CERTIFICATE OF
AUTHORIZATM NO.29578
DRAWING NDS
PA-0004
`'ETc
nr o
SCALE,
N.T.S.
REV:
BY
DATE
DESCRIPTION
REV
DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. - ONE-WAY MULLIONS
SPAN Y'
TRIBUTARY WIDTH"' '(IN.)
(IN.)
18
24
30
36
42
1 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
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
199.2
72
200.0
200.0
200.0
184.5
167.4
1S5.7
148.6
147.6
142.3
84
200.0
183.3
149.5
127.5
112.3
101.5
94.6
93.6
87.9
96
160.1
121.8
98.9
53.9
73.4
65.8
60.9
60.2
55.9
108
112.4
85.1
68.9
SS .2
50.7
41.2
41.6
41.1
37.9
DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. - TWO-WAY MULLIONS
SPAN'L'
TRIBUTARYWIDTH' (IN.
(IN.)
18
24
30
36
42
48
53.12S
S4
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
20D.0
200.0
200.0
187.5
184.E
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
200.0
166.0
138.4
118.6
103.8
93.8
92.2
83.0
84
200.0
177.3
141.9
118.2
101.3
88.7
80.1
78.8
1 70.9
96
158.4
118.8
95.0
79.2
67.9
59.4
53.7
52.8
47.5
108
111.2
83.4
.7
55.6
47.7
41.7
37.7
37.1
33.4
[CtUALIFIED ANCHOR CLIPS
O O O 0
0 0 0 O
L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
I___t_ 1.072"
90 DEGREE MULLION
ALUMINUM 6005-T5
MULLION
L
L
6 ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH = W1+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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 CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW 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.=0.55.
• 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 1-3/4" & 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-T5.
Y
OF :
3P1 [�.
398 EAST U*"#Vp r4VW STE. 338
REVISIONS
DATE I DESCRIPTION
r EABTERN ARCHITECTURAL SYSTEMS
� Eastern FABTERNI METOAL SYPPLY
A 16341 DOMESTIC AVE.
FTMYERS.FL33912
1.62T-001-21M
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
90° MULLION
DATE:DRAWN BY PREPARED BY:
7
BUILDING CERTIFICATINC.
FBPE RATION NO.OP
AUTHORIZATION N0.19578
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
'W1' —I— 'W2'
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
'w1' 'wr
MULL
SPAN'L'
4�
A MULL
SPAN 'L'
VERTICAL MULLION
MULTIPLE UNIT ASSEMBLY
'Wl' 'W2'
VERTICAL MULLION
MULL
SPAN 'L'
\ NOTES:
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY
CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
VERTICAL MULLION
HINGED DOOR W/SIDELITE
REVISIONS A DIVISION OF
• •• EASTERN ARCHITECTURAL SYSTEMS
// Eas�er►i EASTERN METAL SYPP
e` �r •�� E S' LY 16341 DOMESTIC AVE.
i ''' FTMYER6, 33912
• /^• L,umu_�um nHo v„vv� 1-8ni-2
190
TITLE. ~'HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
S q OF c * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
/Y ;• ' ` MULLION ASSEMBLY AND LOAD EXAMPLES
��� • O IpP /.v `! OATS DRAWN RY: PREPARED SY.
02 ////�U • V\'V\\`` OS 13 SCALE: T,H DR—ING NO:
SUIWIND DROPS, INC.
FSPE CERTIFICATE OF
AP. N0.7Jlli\\`' PA-0004 N.T.S. AUTHORIZATION NO.295)S
'o EAST
gl.Yp,T SIE' JJS BY DATE DESCRIPTION SNEET: REVS
F>ME cvrr. a AvnEanxara. No. sass - 8 OF 8