HomeMy WebLinkAboutProduct Evaluation Report - Windows & DoorsREVIEWED FOR FILE COPY a�
CODE CCMPUARICE 0� 3/. lZZ Zz az RECEIVED
ST. WcjlE COUN XdMeAN CRAFTSMAN WINDOWS AR o 4 2E
PLY GEM WINDOWS �t Permittingnty
SILVER LINE WINDOWS AND DOORS
SERIES 2723 (PART #230295), 2724, 2728 (PART #230296) STRUCTURAL BEAM MULLION (HVHZ) (IMPACT)
GENERALNOTES:
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
TAS201-94
ASTM E330-02
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX FRAMING AS A MAIN WIND FORCE
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.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
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, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER.
S. MULLION & CUP MATERIAL: ALUMINUM 6063-T6
6. MULLIONS MAYBE USED WITH ANY APPROVED 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 WFFH ALUMINUM UNIT FRAMING SHALL BE PROTECTED.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
I
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 MULUON-CMU ONLY
13
C
ANCHOR LOAD TABLES FOR 2728 (PART #230296) ONE-WAY MULLION
14
C
ANCHOR LOAD TABLES FOR 2728 (PART #230296) ONE-WAY MULUON-CMU ONLY
15
C
ANCHOR LOAD TABLES FOR 2728 (PART 0230296) TWO-WAY MULLION
16
C
ANCHOR LOAD TABLES FOR 2728 (PART #230296) TWO-WAY MULLION-CMU ONLY
A
W2
I
jwl
r'l
W2
W1
I
�i W1—WW2
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 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.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING
USING CHARTS ON SHEETS 6-16.
S. 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 WILL GOVERN OVERALL ASSEMBLY
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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6TH FBC EDITION I AG 10/17
ELEVATIONS UPDATED SM 1 6/19
7th FBC EDITION I LH 10/20
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SHEET
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SERIES 2723 (PART #230295)
TUBE MULLION
N
N
O
1.00"
CCDICC '27'2A
I Ubt MULLIUN
Ln
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SERIES 2728 (PART #230296)
TUBE MULLION
NOTE:
1. MULLION PROFILES SHOWN ABOVE ARE
OF ALUMINUM, 6063-T6 MATERIAL
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES
AND DIMENSIONS.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N108902
PH: (888) 741-03S4
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BYrDATE6TH
FBC EDITION
AGELEVATIONS
UPDATED SM7th
FBC EDITION
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SHEET
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7.68"
3
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in BELOW LID
N N
O N Cs
7.68"
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
Ln
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DETAIL 1
COUNTERSINK HOLE
7.68"
SEE DETAILS 1 & 2 N
-
BELOWUL
to
r-1
N
7.68"
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(4) ANCHORS FOR CONCRETE & CMU ANCHORING
Ln
N
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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 SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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REMARKS
BY
DATE
6TH FBC EDITION
I AG
10/17
ELEVATIONS UPDATED SM
6/19
7th FBC EDITION
I LH
10/20
SPEOFIC
Ill
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]20 E. DAM MUM &W. AY
DAM eua. FL
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SCALE: NTS
DWG.#: SWD015
SHEET
3
OF 16
MIN.1-3/8"
MAX. 2-1/4"
EDGE DISTANCE
MULLION ANCHOR
VERTICAL II
II BRACKET50-2722
MULLION
(PART #230297)
MAX.11/8"
I
I MIN.1/2"
1 ANCHOR, #8-3/4" SELF I
I 1/4" MAX.
DRILLING SCREW FROM 1
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
MIN. EMB.
INTERFERENCE
SUBSTRATE BY OTHERS
EXTERIOR
MIN.
EDGE DISTANCE INTERIOR
qANCHOR
DETAIL
l\_VMUWON ANCHOR BRACKET 50-2722 (PART #230297)
MIN.
(6) #12 SELF
EDGE
DRILLING SMS SCREW
DISTANCE
HORIZONTAL
TRANSOM
MULLION
1/4" MAX.
MIN. EMBED
MAX.11J8"
I
I
VERTICAL
MIN.1/2"
I j
MULLION
MULLION ANCHOR
it
I I
I I
1 ANCHOR, #8-3/4" SELF
BRACKET 50-2722
i i
i i
DRILLING SCREW FROM
(PART #230297)
II
II
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
MIN.1-3/8"
INTERFERENCE
MAX. 2-1/4"
EDGE DISTANCE
EXTERIOR
INTERIOR
VERTICAL SECTION
4 ALUMINUM MULLION
SIDE VIEW -VERTICAL
1 ANCHOR, #8-3/4" SELF
EXTERIOR
MAX.11/8"
DRILLING SCREW FROM
MIN. 1/2"
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
INTERFERENCE
MIN. \
EDGE DISTANCE
MIN.1-3/8"
MAX. 2-1/4"
EDGE DISTANCE
SUBSTRATE BY
VERTICAL
MULLION
MULLION ANCHOR
INTERIOR BRACKET 50-2722
(PART #230297)
MIN. EMB. 1/4" MAX.
�1 ANCHOR DETAIL
4 MULLION ANCHOR BRACKET SO-2722 (PART #230I97)
ANCHOR SCHEDULE FOR MULLIONS
INSTALLATION
SCREW
EMBEDME
EDGE
SUBSTRATE
TYPE
QTY PER
ANCHOR TYPE
NT
DISTANCE
LOCATION
(IN.)
(IN.)
ANCHOR BRACKET
WOOD
50-2722 (PART
6
#12 WOOD ANCHOR
1.5
0.75
#230297)
CONCRETE/
ANCHOR BRACKET
J" 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
PLYGEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
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
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4
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 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
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
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
1 100.0
300.0
100.0
100.0
1 100.0
100.0
100.0
100.0
1 100.0
100.0
1 100.0
100.0
1 100.0
99.2
96.8
94.7
1 92.9
91.4
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0L93.7
98.9
95.5
92.5
89.9
87.7
85.7
83.9
82.4
72.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.7
90.2
87.0
84.3
81.8
79.6
77.7
76.1
74.6
74.0
100.0
100.0
100.0
500.0100.0
100.0
100.0
98.7
938
895
82.5
79.5
76.9
74.6
72.6
70.8
69.2
67.8
L�
MULLION-,,w2
1
W1
ONE-WAY MULLION DIAGRAMS
ABLE NOTES:
TRIBUTARY WIDTH = �3
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
I. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
I. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
a.1o^
3.25"
• CONCRETE:1/4" SIMPSON STRONG -TIE TITEN ANCHOR
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 0.375"
i. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2 & EDGE DISTANCE OF 0.75". WOOD SHALL BE
I
II
MIN. S.G: 0.55.
-_
1.001,
F-
• 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.
FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
�- o + + o
+1
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 SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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REMARKS
BY
I DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
110/20
7th FBC EDITION
LH
fAOMTHFRE0IRREMEMS DEEARED HEREIN.A UQ H
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OONMFx�S FOR OSEW011
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MYDKG DROPS. INC
325 ' DANIA BFAOI BLVD. / 3311
D/NA BGON, FL 110D�
FDPE CERT. OF AUTHORIZATION N. 2257E
FL #:
F L 6067
DATE: 02/11/19
DWG. BY:
cHKHFN
SCALE: NTS
DWG.#: iwnnl S
m
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
22.0
24.0
26.0
2&0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
49.0
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
99.2
96.8
94.7
92.9
91.4
70.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
9&9
95.5
92.5
89.9
87.7
85.7
83.9
82.4
72.0
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
74.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
93.8
89.5
85.8
82.5
79.5
76.9
74.6
72.6
1 70.8
69.2
67.8
MULLIONS
r-L-I
MULLION W2
Wl
TRIBUTARY WIDTH = W1+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.
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.
0.10"
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
3.I ALUMINUM (606346)
2.47" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
I--
2723
PART #230295
�+ O + �l �� + O t
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
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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REMARKS
BY
I DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED SM
6/19
7th FBC EDITION
LH
10/20
um
S SIAA OF y? ire
3B0 F DAM
OANA SE FBFi1O1 L a00f aYO.
FM CFAT. OF AUINWAMON N. M578
FL #:
FL 6067
DATE: n?/11/19
SCALE: NTS
DWG.#: SWD01S
SHEET
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
30.0
32.0
34.0
36.0
38.0
. 40.0
1 42.0
44.0
46.0
48.0
50.0
52.0
54.0
56.0
58.0
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
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
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
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
&1.4
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
500.0
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
72.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.2
93.4
68.2
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
1 100.0
1 100.0
100.0
1 100.0
100.0
97.5
91.4
1 86.0
i 81.2
77.0
1 73.1
69.6
66.5
1 63.6
1 60.9
58.5
55.2
1 54.2
1 52.2
1 50.4
1 48.7
47.2
45.7
MULLION
MULLI('"'
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.
S. 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
QUALIFIED ANCHOR CLIPS
0.10"
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
s" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
J
0.375"
::"
2.001,
2723
PART #230295 MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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REMARKS
BY
JDATE.
6TH FBC EDITION
I AG
10/17
ELEVATIONS UPDATED
ISM
1 6/19
7th FBC EDITION
I LH
10/20
S 3 AX pF V?
BUILDING OROM INC
39• E GRIM BEACFI 9.VD. • SY
OANA BFAOI, R 7700E
FBPE GDR. OF AUTHORIZATION Na 29573
FL #:
FL 6067
DATE: 02/11/19
DWG. BY:
cH HFN
SCALE: NTS
DWG.#: SWD015
SHEET
7
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)
1&D
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
62.0
64.0
6D.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
500.0
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
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
98.8
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
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
68.0
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
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
51.4
49.8
48.2
72.0
1 100.0
500.0
100.0
100.0
100.0
1 100.0
100.0
93.8
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
81.11
76.8
1 73.0
69.5
1 66.3
63.5
1 60.8
1 58.4
1 56.1
54.1
52.1
1 50.3
48.6
47.1
45.6
MULLION
W2
WS
I
MULLIf "'
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 = W1+W3
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (988) 741-0354
Ln Z
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0
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1
REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10/20
QUALIFIED ANCHOR CLIPS E s �o
* N .7 7
o S A OF
3 e
BUU XNG DROM U+c
�De D A sa
au tetK a. n 3
MULLION ANCHOR BRACKET 50-2722 (PART #230297) FUPE CM. OF AMORZAnGx Na 29M
ALUMINUM (6063-T6) FL#:
0.10"E3.z5^ FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL 6067
z.a7" DATE: 02/11/19
DWG. BY: CHK. BY:
o.37�s^ � o � � o � HR HFN
1.00°
SCALE: NTS
2723 DWG. s: SW D015
PART #230295 SHEET
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6) O
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
22.0
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
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
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
87.0
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
j 97.3
92.6
j 88.5
84.9
j 81.8
1 79.0
j 76.6
1 74.4
j 72.5
1 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
1 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
1 61.7
80.1
58.6
57.3
56.1
r-L- 1
MULLION-,,,W2
W3
1
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
TRIBUTARY WIDTH =a
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 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 BRACKET DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE:1/4" SIMPSON STRONG -TIE TITEN ANCHOR --1 1.00"
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE 010" 2.82"
MIN. S.G: 0.55. 207"
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE
SHALL BE MIN. 4000 PSI. 0.25R
• 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. 2.00R
WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2724
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (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 SILVERUNE 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
EV YN0TOx RETaLSgESg1WHEREIxa1EGEHEa
D IFS NOTRERFCFRCNALmxomoxs FORASYEOFI
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FL #:
FL 6067
DATE: 02/11/19
SCALE: NTS
DWG.#: SWD015
SHEET
g
OF 16
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
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
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
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
84.2
68.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
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
100.0
100.0
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
10o.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
57.3
56.1
MU
L�
MULLION,.,W2
WS
1
TRIBUTARY WIDTH = W1+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.
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 WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N106902
PH: (888) 741-0354
en a
m e
� cc :N
> z
a s
o `
N^ 1 Z O
} m
ct 11' J
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uiy��N
n
a
REMARKS
BY
DATE
6TH FBC EDITION
10/17
ELEVATIONS UPDATED
EAG
M
6/19
7th FBC EDITION
LH
10/20
QUALIFIED ANCHOR CLIPS
=* 'N 7 �' �'0
o S A : OF a
!FLOWAi�10.
M
UMDM RE DDROP%�
asa D Duw eua O sa
DMU BFAW. R
`FE CE" C° AMOR "nDH N. 20M
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
FLn:
F L 6067
2.82" ALUMINUM (6063-T6)
0.10" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
2.07^
0.25"
DATE: 02/11/19
+ o -� -� o -�
DWG. BY:
H R
CHK. BY:
H FN
2.00^
SCALE: NTS
2�2a
DWG. #:WD015
S
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
SHEET
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
42A
44.0
46.0
4&0
50.0
52.0
%0
56.0
58.0
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
100.0
100.0
100.0
100.0
98.7
94.6
90.8
87.3
94.1
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
300.0
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
81.3
77.9
74.8
7L9
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
99.7
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
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
49.7
70.0
300.0
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
72.0
100.0
1D00
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
1 4LO
74.0
100.0
100.0
100.0
100.0
93.1
86.4
1 80.7
F 75,6
71.2
67.2 1
63.7
1 60.5
57.6
55.0
52.6
50.4
1 48.4
46.5
44.8
43.2
41.7
40.3
39.0
1 37.8
MULLION
MULLI('"'
TRIBUTARY WIDTH =+
2
TWO-WAY MULLION DIAGRAMS
QUALIFIED ANCHOR CLIPS
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:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG TITEN ANCHOR
-TIE
I I
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
o.io" 2.8z
MIN. S.G: 0.55.
2 07"
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE o.zso"
SHALL BE MIN. 4000 PSI.
O O
• 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.
2•1"
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
2724
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (606346)
FOR CONCRETE ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
in cC
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REMARKS
BY I
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10/70
39• FL b70Ci 330
F3PE CERT. OF AUIROW2ATION Nw 2937•
FL #:
FL 6067
DATE: 02/11/19
DwcHR cH HFN
SCALE: NTS
DWG.#: SWD015
SHEET
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PST): 2724 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L - MULL
W - TRI BUTARY WIDTH
(IN)
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
28.0
1 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
5&0
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
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
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
95.3
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
68.0
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
19.6
57.2
55.0
12.9
51.0
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
W2
Wl
I
MU
TRIBUTARY WIDTH = 1W zW2
TWO-WAY MULLION DIAGRAMS
QUALIFIED ANCHOR CLIPS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
-{ 1.00"
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
Ir-
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
MULLION ANCHOR BRACKET 50-2722 (PART#230297)
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
z.sz°
0•10"
ALUMINUM (6063-T6)
5. ANCHOR REQUIREMENTS:
2.07"
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
• CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
0.2SO"
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.
O O
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
2 �"
2724
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
Ln Z
to
Z
01 o
O N W
w
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REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10120
FL #:
FL 6067
DATE: 02/11/19
DWG. BY: CHK. BY:
HR HFN
SCALE: NTS
DWG.#: rwnnlri
12
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
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
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
1 100.0
100.0
100.0
100.0
100.0
100.0
70.0
100.0
100.0
100.0
000.0
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
72.0
100.0
100.0
100.o
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
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
JilU11roPLl
r-L-1
L MULLION W2
WS
ONE-WAY MULLION DIAGRAMS
TABLE NOTES:
I
TRIBUTARY WIDTH = W�
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 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 BRACKET DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
a ao
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
0.10"
13.25"
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE
i
MIN. S.G: 0.55.
I_
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE
0.375"
SHALL BE MIN. 4000 PSI.
T
I
I
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL
-+
i.0o°
{--
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
FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
QUALIFIED ANCHOR CLIPS
�+++�� ��+++j
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 CONCRETE ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
0
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1
O W0.
W
F 8
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REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
110/20
7th FBC EDITION
LH
�11,1111!!O
,POD
* N .7 7
o S A OF
c
she E OANI8 WF �Ve. 3M
ouOF eEwt I umi
FIVE GAT. G' AUAIpeUTION Na 7D578
FL #:
FL 6067
DATE: 02/11/19
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD015
SHEET
it 3
OF 16 ,
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI: 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
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
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
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.9
97.8
96.0
94.4
93.0
72.0
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
98.2
95.8
93.8
91.9
90.3
88.9
74.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 T100.0
100.0
100.0
97.0
94.4
92.1
90.0
88.2
86.5
85.1
MI1LI If7NS
j-- L --I
I
L MULLION-,,,W2
I
W3
I
TRIBUTARY WIDTH = W1+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.
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.
QUALIFIED ANCHOR CLIPS
�+++JT+--
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
4•00" ALUMINUM (6063-T6)
0.10" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
3.2S"
0.375" I I O + + O t
-1 1.00" I--
2728 MULLION ANCHOR BRACKET 50-2722 (PART #230297)
PART #230296 ALUMINUM (6063-T6)
FOR CMU ANCHORING
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
lA b -Q
L; m
?^�I. E
G
FW 8
Q D Q f
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a
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REMARKS
BY
DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
6/19
7th FBC EDITION
LH
10/20
FL #:
FL 6067
DATE: 02/11/19
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD015
SHEET
14
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)
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
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
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
100.0
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
200.0
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
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
97.7
94.1
90.8
87.6
84.7
82.0
79.4
70.0
100.0
5)0.0
500.0
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
11
72.0
100.0
100.0
500.0
100.0
300.0
300.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.0
92.3
58.9
85.7
82.8
80.0
77.41
75.0
74.0
100.0
100.0
1 100.0
100.0
100.0
100.0
1 300.0
300.0 1
300.0
300.0
300.0
500.0
100.0
100.0
100.0
1 97.3
1 93.4
1 89.8
1 86.5
1 83.4
80.5
77.8
75.3
173.0
MULLION
W2
Wl
I
MULLIf"
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
TRIBUTARY WIDTH =a
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.
S. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
0.10^
a.00"
6. INSTALLATION SUBSTRATES:
3.:
P
• 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.
0.375"
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL
I
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.
2728
7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH.
PART #230296
QUALIFIED ANCHOR CLIPS
�+ +:� 11 �� + + +1
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
t O + �l �� + 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: (888) 741-0354
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6TH FBC EDITION I AG 10/17
ELEVATIONS UPDATED SM 6/19
7th FBC EDITION I LH 10/20
FL #:
FL 6067
DATE: 02/11/19
OWGHR CH HFN
SCALE: NITS
DWG.#: SWD015
SHEET
is
OF 16
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI: 2728 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU
L- MULL
W -TRIBUTARY WIDTH
(IN)
LENGTH (IN)
18.0
20.0
22.0
24.0
26.0
2&0
30.0
1 32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
4&0
S0.0
S2.0
54.0
S6.0
S&0
60.0
62.0
64.0
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
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
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
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
81.8
7T9
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
100.0
100.0
100.0
100.0
99.3
93.4
98.2
83.6
79.4
75.6
72.2
69.1
66.2
63.5
61.1
58.8
56.7
54.8
52.9
51.2
49.6
70.0
100.0
110.0
100.0
100.1
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
-19.3
57.1
55.1
53.2
51.4
49.8
48.2
72.0
100.0
100.0
300.0
100.0
100.0
100.0
100.0
93.8
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
1 100.0
97.3
91.2
1 85.9
81.1
1 76.8
1 73.0
69.5
66.3
63.5
60.8
58.4
1 56.1
S4.1
52.1
50.3
48.6
1 47.1
45.6
MULLION
t
L
MULLIC '
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 =
2728
PART #230296
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET50-2722 (PART#230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
�+ O + �� �� I O +�
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR CMU ANCHORING
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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REMARKS
BY
I DATE
6TH FBC EDITION
AG
10/17
ELEVATIONS UPDATED
SM
110/20
6/19
7th FBC EDITION
LH
m
'a SIATt OF �=
398 I. DANIA BEACH BLW 335
DANA BEACH. FL
FBPE CENT. OF AD4RKQAIIW Na 2937E
FILM
FL 6067
DATE: 02/11/19
SCALE: NTS
DWG.#: SWD015
SHEET
is
OF 16
/A /Pan\ BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
of
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
SILVER LINE WINDOWS AND DOORS
Series 2723 (Part #230295)/2724/2728 (Part #230296)
Structural Beam Mullion
(HVHZ) (Impact)
for
Florida Product Approval
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
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'
Hermes F. Norero, P.E.
Florida P.E. No. 73778
BUILDING DROPS FL#: FL6067
A Perfect Solution in Every Drop! Date: 10/15/20
Certificate of Authorization: 29578 Report No: 7268
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.
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.
Limits of Use:
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 FL#: FL6067
A Perfect Solution in Every Drop! Date: 10/15/20
Certificate of Authorization: 29578 Report No: 7268
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: The product described herein has been evaluated per:
Referenced Data:
Installation:
• 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: 01/16/2006
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