HomeMy WebLinkAboutPRODUCT EVALUATION REPORT STRUCTURAL BEAM MULLIONSk
!� " I " 398 East Dania Beach Blvd.
BUILDING DROPS Suite338
4A\\
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization: 29578 954.399.8478 PH
File Copy 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Reporli
of
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
I U-8-0=2(11#�,f
SILVER LINE WINDOWS AND DOORS., --
Series 2723 (Part #230295)/2724/2728-(Part #230 [�
Structural -Beam Mullion1
E(HVHZ) (Impact)
for
OF` 9�o Florida Product Approval
�b FL# FL6067
Report NO. 7268
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Mullions
Product: Series 2723 (Part #230295)/2724/2728 (Part
#230296) Structural Beam Mullion
Material: 6063-T6 Aluminum
Product Dimensions: See Installation Instructions, SWD015
Prepared for:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida -Professional -Engineer # 73778
5-7 Date:10/15/2020
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.10.22 02:31:27 +02'00'
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Hermes F. Norero, P.E.
Florida P.E. No. 73778
BUILDING DROPS FL#: FL6067
A Perfect Solution in Every Drop! Date: 10/15/20Report No: 7268
Certificate of Authorization: 29578
Manufacturer: American Craftsman Windows, Ply Gem Windows Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 2723 (Part #230295)/2724/2728 (Part #230296) Structural Beam
Mullion (HVHZ) (Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based on Method 1d 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 SWD015, 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.
4. Site conditions that deviate from the details of Installation Instructions SWD015 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD015 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 3
BUILDING DROPS
AP IC tS I Y ' E D
FL#-:-FL-6067
te: 10/15/2
er ec o u ion in very rop.
Certificate of Authorization: 29578 Report"N'o: 7268
i
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards:
Referenced Data:
Installation:
The product described herein has been evaluated per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
1. Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization # TST4317)
Report #: TEL 05-1007-3 Report Date: 10/05/2005
Report #: TEL 05-1007-4 Report Date: 10/05/2005
Report #: TEL 05-1007-5 Report Date: 10/05/2005
Report #: TEL 05-1014-1 Report Date: 01/116/2006
Test report reviewed by Wendell W. Haney, P.E.,'FL P.E. #54158
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization #QUA2515)
Refer to Installation Instructions (SWD015) for anchor spacing and more 'details of the installation
requirements.
' Design Pressure:
Refer to Installation Instructions (SWD015) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 3
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
SERIES 2723 (PART #230295), 2724, 2728 (PART #230296) STRUCTURAL BEAM MULLION (HVHZ) (lM'PAC)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS 203-94
TAS 202-94
TAS 201-94
ASTM E330-02
2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE FOUNDATION
ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECTOF INSTALLATION.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
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 APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER.
S. MULLION & CLIP MATERIAL ALUMINUM 6063-T6
6. MULLIONS MAYBE USED WITH ANYAPPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL.
7. SEE SHEETS 5-16 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
B. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO
CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
C
GENERAL NOTES AND TYPICAL ELEVATIONS
2
C
MULLIONS CROSS SECTIONS
3
C
ANCHOR CLIP CONFIGURATIONS
4
C
VERTICAL SECTIONS&ANCHOR SCHEDULES
5
C
ANCHOR LOAD TABLES FOR 2723 (PART #230295) ONE-WAY MULLION
6
C
ANCHOR LOAD TABLES FOR 2723 (PART #230295) ONE-WAY MULLION{MU ONLY
7
C
ANCHOR LOAD TABLES FOR 2723 (PART #23029S) TWO-WAY MULLION
8
C
ANCHOR LOAD TABLES FOR 2723 (PART #230295) TWO-WAY MULLION-CMU ONLY
9
C
ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION
10
C
ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION-CMU ONLY
11
C
ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION
12
C
ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION-CMU ONLY
13
C -
ANCHOR LOADTABLES FOR 2728 (PART #230296) ONE-WAY MULLION
14
C
ANCHOR LOADTABLES FOR 2728 (PART #230296) ONE-WAY MULLION-CMU ONLY
15
C
ANCHOR LOAD TABLES FOR 2728 (PART #230296) TWO-WAY MULLION
16
C
ANCHOR LOAD TABLES FOR 2728 (PART #230296) TWO-WAY MULLION-CMU ONLY
L
W2
I
Wl
j
F L I
4 W1 --H-- W2 (--
TYPICAL ELEVATIONS
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 OFSTACKED 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.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING
USING CHARTS ON SHEETS 6-16.
5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS
WITHIN AN OPENING ARE ALLOWED.
6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILLGOVERN OVERALLASSEMBLY
DESIGN PRESSURE RATING.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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LH
10/20
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SERIES 2723 (PART #230295
TUBE MULLION
Ln
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SERIES 2724
TUBE MULLION
CD
NOTE:
1. MULLION PROFILES SHOWN ABOVE ARE
OF ALUMINUM, 6063-T6 MATERIAL
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES
AND DIMENSIONS.
0.10" m a
1.00-
Z8 (PART #2
BE MULLION
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NOf rH BRUNSWICI, NJ 08902
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7.68"
~ SEE DETAILS 1 & 2 - ~
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7.68"
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
Ln
N
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DETAIL 1
COUNTERSINK HOLE
7.68"
SEE DETAILS 1 & 2 -
BELOW
N
s--I
N
7.68"
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(4) ANCHORS FOR CONCRETE & CMU ANCHORING
Ln
N
e-1
O
DETAIL 2
THROUGH HOLE
NOTE:
1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE
THROUGH THE MULLION ANCHOR BRACKET, AS LONG AS MIN. EDGE
DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET.
AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N10SS02
PH: (888) 741-0354
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DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED SM
6/19
110/20
7th FBC EDITION
LH
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SHEET
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MIN. 1-3/8"
MAX. 2-1/4"
EDGE DISTANCE
MULLION ANCHOR
VERTICAL
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BRACKET 50-2722
MULLION
II
II
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(PART#230297 )
MAX. 11/8"
MIN. 1/2"
1 ANCHOR,-#83 /4"�SELF� -
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1/4" MAX.
DRILLING SCREW FROM
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EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARYTO AVOID
MIN. EMB.
INTERFERENCE
SUBSTRATE BY OTHERS
MIN.
EDGE DISTANCE INTERIOR
EXTERIOR
(A)
ANCHOR DETAIL
4 ULLION ANCHOR BRACKET 50-2722 (PART #230297)
MIN.
(6)#12SELF
EDGE
DRILLING SMS SCREW
DISTANCE
HORIZONTAL
TRANSOM
MULLION
1/4" MAX.
MIN. EMBED
MAX. 11/8"
I
1
VERTICAL
MIN. 1/2"
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MULLION
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1 ANCHOR, #8-3/4" SELF
MULLION ANCHOR
BRACKET 50-2722
i i
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DRILLING SCREW FROM
(PART #230297)
I I
11
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
MIN.1-3/8"
INTERFERENCE
MAX. 2-1/4"
EDGE DISTANCE
INTERIOR
EXTERIOR
VERTICAL SECTION
4
ALUMINUM MULLION
SIDE VIEW -VERTICAL
EXTERIOR
MAX. 1118"
MIN. 1/2"
MIN.
EDGE DISTANCE \\;�
1 ANCHOR, #8-3/4" SELF
DRILLING SCREW FROM
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
INTERFERENCE
L
I MIN. 1-3/8"
MAX. 2-1/4"
EDGE D'E-TAA'rc
SUBSTRATE BY OTHER
VERTICAL
MULLION
MULLION ANCHOR
INTERIOR
BRACKET 50-2722
(PART #230297)
MIN. EMB. 1/4" MAX.
ANCHOR DETAIL
4
MU LLION ANCHOR BRACKET 50-27ZZ (PART #230297)
ANCHOR SCHEDULE FOR MULLIONS
SCREW
EMBEDME
EDGE
SUBSTRATE
INSTALLATION
CITY PER
ANCHOR TYPE
NT
DISTANCE
TYPE
LOCATION
(IN.)
(IN.)
ANCHOR BRACKET
WOOD
50-2722 (PART
6
#12 WOOD ANCHOR
1.5
0.75
#230297)
CONCRETE/
ANCHOR BRACKET
4" 0 SIMPSON
MASONRY
50-2722(PART
4
STRONG-TIETITEN
1.0
2.00
#230297)
ANCHOR
ALUM.
ANCHOR BRACKET
MULLION/ALUM.
50-2722 (PART
6
#12 SELF -DRILLING SMS
3 THREADS
2.00
/STEEL
#230297)
NOTE
-HEAD, SILL AND JAMB HAVE
SIMILAR DETAILS
NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION & CLIP ASSEMBLIES. SEE
SHEETS 5-10 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
7th FBC EDITION LH 10/20
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DATE: 02/11/19
DWG. BY: CHK. BY:
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SCALE: NTS
DWG.#: SWD015
SHEET
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI: 2723 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L- MULL
W -TRIBUTARY WIDTH (IN).
LENGTH (IN)
18.0
-0.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.01
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
300.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0:
100.0
100.0
300.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
300.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
- 64.0- --
-100.0
-100.0-
100.0
100.0 _
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
'300.0
100.0
100.0
100.0
68.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.2
96.8
94.7
92.9
91A
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
1 98.9
95.5
92.5
89.9
87.7
85.7
83.9
82.4
72.0
100.0
100A
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.7
93.7
90.2
87.0
1 84.3
81.8
79.6
77.7
76.1
74.6
74.0
1 100.0
1 100.0
1 100.0
100.0
100.0
100.0
100.0
98.7
93.8
89.5
85.8
82.5
79.5
1 76.9
74.6
72.6
70.8
1 69.2
67.8
MU
r- L -II
MULLION W2
ti �l
Wl
TRIBUTARY WIDTH = Wl+W2
2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
0.10"
• WOOD: #12 WOOD SCREWS
3.z5"
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
2.47
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 0.375"
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
I II
�Iii-
MIN. S.G.=0.55.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE SHALL
2723
BE MIN. 4000 PSI.
PART#230295
-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. 0.1" THICK ALUMINUM 6063-T6.
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK N108902
PH: (888) 741-0354
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REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10/20
```, I1IIII/O77'J*
QUALIFIED ANCHOR CLIPS
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MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FL#:
F L 6067
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
DATE: 02/11/19
DWG. BY:
HR
I CHK. BY:
HFN
SCALE: NTS
DWG.#: SWD015
SHEET
MULLION ANCHOR BRACKET50-2722 (PART#230297)
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W-TRIBUTARY WIDTH (IN)
LENGTH (IN)
18.0•
20.0
72.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100,0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
_64.0.
100.0 _
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 -
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.2
96.8
94.7
92.9
91.4
V72�0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.9
95.5
92.5
89.9
87.7
85.7
83.9
82.4
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.7
93.7
90.2
87.0
84.3
81.8
79.6
77.7
76.1
74.6
.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 98.7
93.8
89.5
85.8
82.5
79.5
76.9
74.6
726
70.8
69.2
1 67.8
MUI I inNS
L -•j
L MULLION W2
Wl
I- W1 - 4 1• W2 - 4
TRIBUTARY WIDTH = W1+W2
2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741.0354
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I [ I _t DATE: 02/11/19
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SCALE: NITS
2723 DWG.#: SWD015
PART #230295 SHEET
MULLION ANCHOR BRACKET50-2722 (PART #230297)
ALUMINUM (6063-T6) �O
FOR CMU ANCHORING OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
28.0
1 30.0
32.0
34.0
1 36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
S6.0
S&O
60.0
610
64.0
60.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.0
94.6
91.5
88.5
85.7
U-0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
99.5
95.6
92.1
88.8
85.7
82.9
80.2
77.7
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.3
94.2
90.4
86.9
83.7
80.7
78.0
75.4
72.9
70.6
-66.0 ---
- 100.0 -
100.0
-100.0
100.0
100.0
--100.0
100.0
100.0
100.0
100.0
.100.0
.100.0
98.2
93.7
89.6
85.9
82.5
79.3
76.3
73.6
71.1
68.7
66.5
64.4
68.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.2
94.2
89.7
85.7
81.9
78.5
75.4
72.5
69.8
67.3
65.0
62.8
60.8
58.9
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.0
90.9
86.4
82.3
78.5
75.1
72.0
69.1
66.5
64.0
61.7
59.6
57.6
55.7
54.0
7L0
100.0
100.0
100.0
1D0.0
100.0
100.0
100.0
99.2
93.4
88.2
83.6
79.4
75.6
72.2
69.0
66.2
63.5
61.1
58.8
56.7
54.7
52.9
51.2
49.6
74.0
100.0
100.0
100.0
100.0
100.0
1 100.0
1 97.5
1 91.4
1 66.0
1 81.2
1 77.0
1 73.1
69.6
66.5
63.6
1 60.9
1 58.5
56.2
1 54.2
1 52.2
1 50.4
1 48.7
47.2
45.7
MA to] I1101►1
I L -i
IVIULLII
F_ Wl _i f __ W2 _�
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1.' SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
MIN. S.G.=0.55.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 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. 0.1" THICK ALUMINUM 6063-T6.
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
TRIBUTARY WIDTH = W1+W2
2
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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GTH FBC EDITION
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SM
6/19
7th FBC EDITION
LH
10/20
QUALIFIED ANCHOR CLIPS
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MULLION ANCHOR BRACKET 50-2722 (PART #230297)
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0.10" 325„
0.375" 2.4�
0 0
DATE: 02/11/19
DWG. BY:
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BY:
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SCALE: NTSHK.
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2723
DWG.#: SWD015
SHEET
7
PART#230295 MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
MD
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
S6.0
5&O
60.0
62.0
64.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.7
90.0
95.7
81.8
78.3
75.0
72.0
69.2
66.7
64.3
62.1
60.0
58.1
56.3
62-0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.8
91.7
87.1
82.9
79.2
75.7
72.6
69.7
67.0
64.5
62.2
60.1
58.1
56.2
54.4
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
93.8
88.8
- 94.4
80.4
76.7
73.4
70.3
67.5
64.9
62.5
60.3
58.2
56.3
54.4
52.7
66.0 ---
1000
100.0__
100.0-
100.0-
- 100.0
100.0
100.0
100.0
96.3
90.9-
86.1
8L8
77.9
_74.4
_ 71.1
68.2
65.5
62.9
60.6
58.4
56.4
54.5
52.8
51.1
6&0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
93.4
88.2
83.6
79.4
75.6
72.2
69.1
66.2
63.5
61.1
58.8
.56.7
54.8
52.9
SL2
49.6
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.4
90.8
85.7
BL2-
77.1
73.5
70.1
67.1
64.3
61.7
59.3
57.1
55.1
53.2
51.4
49.8
48.2
72.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
93.8
88.2
83.3
7&9
75.0
71.4
68.2
65.2
62.5
60.0
57.7
55.6
53.6
51.7
50.0
48.4
46.9
74.0
100.0
100.0
100.0
100.0
100.0
100.0
97.3
91.2
85.9
81.1
76.8
73.0
69.5
66.3
63.5
60.8
58.4
56.1
M 1
52:1
50.3
1 48.6
47.1
45.6
MULLION
MULLI( "'
F^ Wl -•i F - W2 -i
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
TRIBUTARY WIDTH = W 1+W2
2
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741.0354
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ELEVATIONS UPDATED SM 6/19
7th FBC EDITION LH 10120
FERED REME-DERARED HEREIN, A-SED
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MULLION ANCHOR BRACKET 50-2722 (PART #230297)
FLN:
F L 6067
3.z5 ALUMINUM (6063-T6)
OR
0.10"
2.47
FOR WOOD SCREW MULLION TO MULLION ANCHORING
DATE: 02/11/19
0.375"
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DWG. BY:
HR
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SCALE: NTS
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2723
SHEET
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PART #230295
MULLION ANCHOR BRACKET50-2722 (PART#230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
OF 16 /
MAXIMUM
DESIGN PRESSURE CAPACITY CHART (PSF): 2724 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L- MULL
W- TRIBUTARY WIDTH (IN);
LENGTH (IN)
18.0
20.0
22 6
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0 ,
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 ;
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 j
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
64.0
100.0
100.0
100.0
100.0_
_ 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0,
100.0
100.0
98.9
97.0
95.5
94.2
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
96.1
93.3
90.9
88.8
87.0
85.5 '
B4.2
68.0
100.0
100.0
1 100.0
1 100.0
100.0
100.0
1 100.0
100.0
1 100.0
97.2
93.3
89.9
87.0
84.4
82.1
80.1
78.4
76.9
75.6
70.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
97.3
92.6
1 88.5
84.9 ,
81.8
79.0
1 76.6
74.4
72.5
70.9
1 69.4
68.2
72.0
100.0
100.0
100.0
100.0
100.0
99.8
94.0
89.0
84.7
80.9
77.5
74.6
72.0
69.7
67.7
65.9
64.3
62.9
61.7
74.0
100.0
100.0
100.0
100.0
97.9
91.6
86.3
81.6
77.6
74.1
71.0
68.2
65.8
63.7
61.7
60.1
58.6
1 57.3
56.1
MULLIONS
L MULLION,--,Wz
7-71
Wl
I- Wi-4I~ W2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
TRIBUTARY WIDTH = Wl+W2
2
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR -1 1.00'. F-• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE 0.10" 2.82"
MIN. S.G.=0.55. z o7"
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE
SHALL BE MIN. 4000 PSI. 0.25"
-METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL
BE MIN. 18 GA. (0.045" THICK) 33 K51 YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. 2.00"
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2724
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-03S4
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6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED 5M 1 6/19
7th FBC EDITION I LH I DIN
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QUALIFIED ANCHOR CLIPS .:''N p0"
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MULLION ANCHOR BRACKET 50-2722 (PART #230297) 'BPE' T. W AUTH I WON H> 29176
ALUMINUM (6063-T6) FL a:
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L 6067
1 I DATE: 02/11/19
DWG. BY: CHK. BY:
I I HR HFN
$
SCALE: NTS
DWG.#: SWD015
SHEET
MULLION ANCHOR BRACKET SO-2722 (PART#230297)
ALUMINUM (6063-T6) 00
FOR CONCRETE ANCHORING OF 16
i
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2724 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH (IN).
LENGTH (IN)
18 0
20.0
ZZO
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0r42
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
64.0-` "
-100.0
100.0
100.0
-100.0
-100.0
100.0
100.0
100.0
100.0 _
- 100.0
100.0
� _ 100 0-_
100.0
100.0
98.9
97.0
95.5
94.2
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
93.3
90.9
88.8
87.0
85.5
84.2
68.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.2
93.3
89.9
84.4
82.1
80.1
78.4
76.9
75.6
70.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
97.3
92.6
88.5
84.9
81.8
79.0
76.6
74.4
72.5
70.9
69.4
68.2
72.0
100.0
100.0
100.0
100.0
100.0
99.8
94.0
89.0
84.7
80.9
77.5
74.6
72.0
69.7
67.7
65.9
1 64.3
1 62.9
61.7
74.0
100.0
100.0
100.0
100.0
97.9
91.6
86.3
81.6
77.6
74.1
71.0
j 68.2
65.8
63.7
61.7
60.1
58.6
57.3
56.1
[k Lgo1[ol\il
I
MULLION W2
1
Wl
TRIBUTARY WIDTH = W1+W2
2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 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 BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWSAND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N108902
PH: (888) 741-0354
cc
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6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
7th FBC EDITION I LH 10/20
I�
QUALIFIED ANCHOR CLIPS = _'N ' �0,,
D SA OF =�
n2c�DA PDCAik);�.E
-DWA P.e H.
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]98 E. IA B .F BIYD.
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MULLION ANCHOR BRACKET 50-2722 (PART #230297) ePE m T. a AUTxOfdZAl10N •a gave
D.10" z a2ALUMINUM 6 FOR WOOD SCREW OR MULLION MUFL# MULLION ANCHORING F L 6067
2.07"
0.25" DATE: 02/11/19
O O DWG. BY: CHK. BY:
zHR HFN
.00^
SCALE: NTS
2724 DWG.#: SWD015
SHEET
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6) 10
FOR CMU ANCHORING OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2724 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) -INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L= MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
1 46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
6L0
64.0
60.0
100.0
100.0
lOO.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
94.6
90.8
87.3
84.1
81.1
78.3
75.7
73.2
70.9
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.0
93.5
89.4
85.7
82.3
79.1
76.2
73.5
70.9
68.6
66.4
64.3
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.4
93.5
89.1
85.0
SL3
77.9
74.8
71.9
69.3
66.8
64.5
62.3
60.3
58.4
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.7
89.7
85.3
81.2
77.5
74.1
71.0
68.2
65.6
63.2
60.9
58.8
56.8
55.0
53.3
68.0
100.0
100.0
100.0
IOD.O
100.0
100.0
100.0
97.4
91.7
86.6
82.1
78.0
74.2 -
-- 70.9-
67.8-
"65.0'
62A
60.0
57.7
- 55.7 -
53.8
52.0
50.3 -
48.7
70.0
100.0
100.0
100.0
100.0
100.0
100.0
95.3
89.3
84.1
79.4
75.2
71.5
68.1
65.0
62.1
59.6
57.2
55.0
52.9
51.0
49.3
47.6
46.1
44.7
720
100.0
100.0
100.0
100.0
100.0
13.8
87.6
82.1
77.3
73.0
69.1
65.7
62.5
59.7
57.1
54.7
52-5
50.5
48.6
46.9
45.3
43.8
424
4L0
74.0
100.0
100.0
100.0
300.0
93.1
86.4
80.7
75.6
71.2
67.2
63.7
60.5
57.6
55.0
526
50.4
48.4
46.5
44.8
43.2
41.7
40.3
39.0
37.5
MULLION
MULLI(`"'
TRIBUTARY WIDTH = W1+W2
2
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (988) 741-0354
�
U m
zm
o m Q
a o
3N Q �F
0a�go-
K� •^.� s
Eso m
In
�cr20
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F
F
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6TH FBC EDITION I AG 10/17
ELEVATIONS UPDATED SM 1 6/19
7th FBC EDITION ILH 10/20
All
TWO-WAY MULLION DIAGRAMS QUALIFIED ANCHOR CLIPS?o�
N . 7 7
TABLE NOTES: = 7�
D S A OF
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 00 O Ipp
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. -� �- �- �,,yyS,�``p L
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. now7fd.t"1°RrwE"i3Re'
5. ANCHOR REQUIREMENTS: ,seeWLDR G DROPS WC
- eE- MVD. I �e
• WOOD: #12 WOOD SCREWS 1.00' DMA � ON. FL �
rape MT. a' wmawzenaR N. xss�a
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR MULLION ANCHOR BRACKET 50-2722 (PART#230297) FL#:
6. INSTALLATION • LSU SUBSTRATES: SELF -DRILLING SCREWS (GRADE 5) ALUMFOR WOOD SCREW OR MINUM ULLION6TO MULLION ANCHORING F L 6067
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE 2.82"
0.10" DATE: 02/11/19
MIN. S.G: 0.55. z 07"
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE DwG. BY: CHK. F
o.zso" HR HN
SHALL BE MIN. 4000 P51. O O SCALE: NT$
-METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.STEELSHALL
BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. DWG. #: SW D015
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. 2.00" J SHEET
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2724 MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6) ll ll
FOR CONCRETE ANCHORING OF 16 ,
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF):2724 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
I&OT
20.0
22.0
24.0
26.0
28.0
30.0
32.0
1 34.0
36.0
38.0
40.0
1 42.0
44.0
46.0
1 48.0
50.0
52.0
S4.0
S6.0
I SELO
60.0
6ZO
64.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.7
90.0
85.7
81.8
78.3
75.0
72.0
69.2
66.7
64.3
62.1
60.0
58.1
56.3
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.8
9L7
87.1
82.9
79.2
75.7
72.6
69.7
67.0
64.5
62.2
60.1
58.1
56.2
54.4
64.0
100.0
100.0
100.0
100.0
100.0
100.0
10110
100.0
99.3
93.8
88.8
94.4
BOA
76.7
73.4
70.3
67.5
64.9
62.5,
60.3
58.2
56.3
54.4
52.7
-66.0 -
100.0
- 100.0,
100.0-
100.0
100.0
-100.0
100.0
_100.0-
96.3
90.9
86.1 _.
_ 81.8
_ 77.9
74.4
71.1
68.2
65.5
62.9
60.6
58.4
56.4
54.5
52.8
51.1
6&0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.4
91.7
86.6
82.1
78.0
74.2
70.9
67.8
65.0
62.4
60.0
57.7
55.7
53.8
52.0
50.3
48.7
70.0
100.0
100.0
100.0
100.0
100.0
100.0
95.3
89.3
84.1
79.4
75.2
71.5
68.1
65.0
62.1
59.6
57.2
55.0
52.9
SLO
49.3
47.6
46.1
44.7
72.0
100.0
100.0
100.0
100.0
100.0
93.8
87.6
82.1
77.3
73.0
69.1
65.7
62.5
59.7
57.1
54.7
52.5
50.5
48.6
46.9
45.3
43.8
42.4
41.0
74.0
100.0
100.0
100.0
100.0
93.1
86.4
80.7
75.6
71.2
67.2
63.7
60.5
57.6
55.0
52.6
50.4
48.4
46.5
44.8
43.2
41.7
40.3
39.0
37.8
MULLION
\•IP1ASI\,
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET FOR INSTRUCTIONS ON USING TABLES. SEE SHEET FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTERTHAN 60" USE VALUES FOR 60" LENGTH.
TRIBUTARY WIDTH = WIZW2
--1 1.00" F-
2.82"
0.10°
2.07"
0.250"
2.00"
2724
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
+ o + �� �� + O t
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM W INDOW5
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRLINSWICK, N108902
PH: (888) 741-0354
um
zm
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�QZw
cc
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REMARKS
BY
DATE
6THFBCEDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10120
JE
v SA OF r�
,0 O IDP.'
39B C Doan BEAM MW. / SSB
D_ BUM. FL -
D3PE CERT. W A N=M RM - 29518
FL #:
FL 6067
DATE: 02/11/19
DWG. BY: CHK. BY:
- HR HFN
SCALE: NTS
DWG. III: SWD015
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L- MULL
W -TRIBUTARY WIDTH (IN)!
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0 i
40.0.
42.0
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.6
100.0
100.0
100.0
100:0
100.0
100.0
68.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
72.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
74.0
100.0
1 100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0!
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
MUL
I- W1 - 4 1---- W2 -- 4
r-L
L MULLION JIw2
Wl
TRIBUTARY WIDTH = W1+W2
2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
a 00"
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
0.1011
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
MIN. S.G.=0.55.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE
0.375"
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. 0.1" THICK ALUMINUM 6063-T6.
2728
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
PART #230296
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET SO-2722 (PART#230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
O +�� ��+
O
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (889) 741-0354
b
Li
Z m s
v
w
CO � m Q
d o
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ry 00 F�-=.�
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w In N <
F
H
\a3
�
REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATEDI,H
SM
6/19
7th FBC EDITION
10190
FL It:
FL 6067
DATE: 02/11/19
DWG. BY: CHK. BY:
HR HFN
SCALE: NTS
DWG.#: SWD015
SHEET
13
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH (IN)
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
420
44.0
46.0
48.0
50.0
52.0
54.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
-100.0
100.0
100.0 -
100.0
-- 100.0
100.0
100.0_
_ 100.0
100.0
100.0
100.0 _
68.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.9
97.6
70.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0 1
100.0
100.0
100.0
100.0
100.0
100.0
99.9
97.8
96.0
1 94.4
93.0
72.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.2
95.8
93.8
91.9
1 90.3
88.9
74.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.0
94.4
92.1
90.0
88.2
1 86.5
85.1
MU
r- L
MULLION-,,,w2
WI
TRIBUTARY WIDTH = Wl+W2
2
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG-TIETITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH:(988) 741-0354
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BY
6TH FBC EDITION
AG
DATE
TED
SM
6
7th FBC EDITION
LH
10/20
I I t l l llO77''''�i
QUALIFIED ANCHOR CLIPS
``\\,�
��'E S'- �o'
N.77
SA OF
0 103,-
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rick ANC �AMS'WcB
M. E ONUS BC1O1 MW.
0I R SYp�
MULLION ANCHOR BRACKET50-2722(PART#230297)
rBPE PERT.. OF W1NtlXlAl10N Hu Mn
FL#:
F L, 6067
NUM
ALUM
a.00° FOR WOOD SCREW OR MULLION ON6TO MULLION ANCHORING
0.10°
3.25"
DATE: 02/11/19
I_ i
o + a
DWG. BY:
CHK. BY:
HFN
0.375"
SCALE: NT$
DWG.a: SWD015
-I 1.001, F-
SHEET
2728
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
�
PART#230296
ALUMINUM (6063-T6)
is
FOR CMU ANCHORING
OF 16 ,
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO WOOD, CONCRETE, ALUMINUM, OR STEEL
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
180
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
60.0
6L0
64.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
96.0
92.9
90.0
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.5
96.1
92.9
89.9
87.1
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
200.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.4
93.1
90.0
87.1
84.4
-66.0.
-100.0
100.0_
100.0
_100.0_
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.0
93.5
90.3
87.3
84.5
81.8
68.0
100.0
1D0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0-
-100.0 .
100.0
100.0
97.7
94.1
90.8
87.6
84.7
-82:0
79.4
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0,
98.7
94.9
91.4
88.2
85.1
82.3
79.6
77.1
7L0
100.0 '
100.0
100.0
300.0
100.0
100.0
100.0
100.0
100.0
100.0
300.0
300.0
500.0
100.0
10o.0
100.0
96.0
92.3
88.9
85.7
82.8
80:0
77.4
75.0
74.0
100.0
100.0
N.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.3
93.4
89.8
86.5
83.4
80.5
77.8
75.3
73.0
MULLION
u�u
MULLIC
TRIBUTARY WIDTH=Wi+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
MIN. S.G.=0.55.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE
SHALL BE MIN. 4000.PSI.
-METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PEN ETRATION BEYOND METAL STRUCTURE. STEEL SHALL
BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6.
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N108902
PH: (888) 741-0354
Ln��
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F
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REMARKS
BY
DATE
5TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10/20
QUALIFIED ANCHOR CLIPS
:: �� E s • Po'
. N .7 7
s4
= -n S A OF
O,L
''FSS O L
"no" VY*l
e mom e+c
]99 - OMIA BE— MM 0 MS
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
A 6
MPE C T.. SOP AUNaa¢Rn a 295T8
4.00"
ALUMINUM (6063-T6)
FL#:
0.10"
3.25"
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
F L 6067
DATE: 02/11/19
I_ I 0.375"
1
O O
I
DWG. BY:
HR
CHK. BY:
HFN
SCALE: NTS
DWG. #: SWD015
2728
PART #230296
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
SHEET
ALUMINUM (6063-T6)
is
FOR CONCRETE ANCHORING
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
18.0
20.0
2ZO
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
1 50.0
S2.0
54.0
S6.0
S&O
60.0
62.0
64.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.7
90.0
85.7
81.8
783
75.0
72.0
69.2
66.7
64.3
62-1
60.0
58.1
56.3
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.8
91.7
87.1
82.9
79.2
75.7
72.6
69.7
67.0
64.S
62.2
60.1
58.1
56.2
54.4
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
93.8
88.8
84.4
80.4
76.7
73.4
70.3
67.5
64.9
62.5
60.3
58.2
56.3
54.4
52.7
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.3
90.9
86.1
8L8
77.9
74.4
71.1
68.2
65.5
62.9
60.6
58.4
56.4
54.5
52.8
51.1
68.0
100.0
100.0
100.0
300.0
100.0
100.0-'
100:0
99:3
93.4
88.2
83.6
79.4
75.6-
-72.2
- 69.1
66.2
-63.5
.6L1
.58.8.
- 56.7
54.8_
52.9
51.2
49.6
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.4
90.8
85.7
81.2
77.1
73.5
70.1
67.1
64.3
61.7
59.3
57.1
55.1
53.2
514
49.8
48.2
72.0
110.1
11
111
31
100.0
100.0
100.0
..8
88.2
83.3
78.9
75.0
71.4
68.2
65.2
62.5
60.0
57.7
55.6
53.6
51.7
50.0
48.4
46.9
74.0
100.0
100.0
100.0
100.0
100.0
100.0
97.3
91.2
85.9
81.1
76.8
73.0
69.5
66.3
63.5
60.8
58.4
56.1
54.1
52.1
50.3
48.6
47.1
45.6
MULLION
uu�
IVIULLIL
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 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 BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES:
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
TRIBUTARY WIDTH =ML 2-
2
4.00"
o.lo"
3.25"
0.375"
-I 1.001, I-
2728
PART#230296
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 09902
PH: (888) 741-0354
_
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ZP
r4 U U
o
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f� N tit Z Z
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m^
m
w to N
H
F-
w \<
�
REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC ED-N
LH
10/20
D_ G oRaa4, we
sse E e A BEAQ1 Blw. / 178
ONUS BFAOt, R ]]WI
rear tsar. a �umaaz.ntx+ nu zes>a
FL#: FL 6067 i
DATE: UL/11/1y
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD015
SHEET
IS
OF 16