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a f u • r
FL# FL12078-R6
F pP Type Application T e Revision RECEIVED
Code Version 2017
Application Status Approved APR 12 2019
Comments ST. Lucie County, Pi=f4,'JVWRg
Archived C311
Product Manufacturer Associated Materials Inc.
Address/Phone/Email 3773 State Road
Cuyahoga Falls,OH 44223
(330)922-2108
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
I� t] Quality Assurance Representative
Address/Phone/Email
UjCategory Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Professional Engineer
U-' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
a!!4 Validation Checklist-Hardcopy Received
Certificate of Independence FL12078 R6 COI (a)Certificate of Indeoendence.Ddf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.8
Product Approval Method Method 2 Option B
Date Submitted 07/29/2017
Date Validated 07/31/2017
Date Pending FBC Approval 08/02/2017
Date Approved 10/10/2017
Summary of Products
F Model,Number or Name Description
12078.1 a. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry
Woad Openings utilizing the Goal Post(at head and sill)
Mounting Bracket
Limits of Use installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.1.odf
Approved for use outside HVHZ:Yes Verged By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.1.D f
window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.2 b.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Op
utilizing the Goal Post(at Sill)and the Bull Nose(at hea
Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.2.odf
window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.3 c.3100 Structural Transom Mullion Extruded Aluminum Gipped Mullion for use on Masonry
Wood Openings utilizing the Goal Post(at head and sill)
Mounting Bracket
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.3, f
window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.4 d.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Op
utilizing the Goal Post(at Sill)and the Bull Nose(at hea
Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.4.odf
window size.Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.5 e."i"Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood an
Masonry Openings utilizing the Goal Post(at Head and
Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.5.odf
Approved for use outside HVHZ Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R6 AE ( Eval 12078.5.adf
window size. Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.6 f. "i"Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood an
Mullion Masonry Openings utilizing the Goal Post Style Mountinc
Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R6 II (,Inst 12078.6.odf
Approved for use outside HVHZ Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE a)Eval 12078.6.Ddf
window size. Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
12078.7 g."C-Class"Series Structural Mullion Clipped Steel 2.0",2.25"and 2.5" Bar Mullion for use of
and Masonry Openings
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12078 R6 II (a,Inst 12078.7.pdf
Approved for use outside HVHZ.-Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.7.Ddf
window size.Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use limitations,
installation instructions and product particulars.
Back r�ce�e
Contact l)s::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/BO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acoessibility Statement::Refund Stateme
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 4
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the DeparUnent with an email address if they have one.'
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal addre
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please c
Product Approval Accepts:
Credit Card :. `~
Soto,-.. :.. .::
6"; ASSOCIATED MATERIALS N .°'� .
ct A l N. C_ O R P Q R A rtT E �D
3773 STATE ROAD
CUYAHOGA FALLS,OH 44223 �,d"��• € •,g��. °„
3100 STRUCTURAL MULLION MAX. COMBINED MAX. COMBINED8 OEZ
tea. :
DIMENSION IS 108" DIMENSION IS 108" 2 z
a
W1�{---W2 Wi—Jr—W2 L 9
M da
MULLION GOAL POST STYLE BRACKET
GLAZING GLAZING T GLAZING GLAZING
(AT HEAD AND SILL) PRODUCT PRODUCT ^ PRODUCT PRODUCT zo 0
GLAZING
GENERAL NOTES: PRODUCT op
1. This product has been evaluated and is In compliance with the 6th Edition(2017)Florida Building > c J
Code(FBC)excluding the"High Velocity Hurricane Ione"and conforms to the requirements of FBC
m
Chapter 17.
2. Wood bucks by others,must be anchored property to transfer loads to the structure and be reviewed
by the Building Official. a$
M
3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. a
4. When used In areas requiring wind bome debris protection,this product does not require protection
from an impact resistant covering when used In Wind Zones 1,2 and 3 as defined by ASTM E 1996;In MAX. COMBINED MAX. COMBINED
Wind Zone 4,as defined by ASTM E 1996,this product must be protected with an impact restriant DIMENSION IS 108" DIMENSION IS 108"
covering complying with FBC Sections 1609.1.2&R301.2.1.2, fti
�I .�
3. Separate product approvals for each glazing product used with these mullions must be submitted W1W2 W1W2
along with this mullion product approval.
I
z
6. Anchoring of each glazing product to the mullion shall be as shown In each individual glazing 8
c
product approval. GLAZING GLAZING GLAZING GLAZING N
PRODUCT PRODUCT g PRODUCT PRODUCT f? �R
7. Any conditions not covered In this evaluation are subject to separate engineering evaluation. to
8. Mullion Design Pressure Rating.see Load Rating Table Sheets 2 and 3 of this drawing. GLAZING o ii a i
PRODUCT
9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as ^^^$
determined using this approval or the design pressure rating of the individual glazing products used. GLAZING GLAZING z GLAZING GLAZING o a ¢
PRODUCT PRODUCT PRODUCT PRODUCT n
10. Bounding box dimensions for geometric shapes must be equal to or less than the rectangular
vna�Z °
dimensions shown herein, ogre:12/11/08
TABLE OF CONTENTS sat.. NTS
SHEET # DESCRIPTION mm er DWS m
1 TYPICAL ELEVATIONS & GENERAL NOTES TYPICAL MULLION CONFIGURATIONS cNx,ay:--T—FS3
2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS DRMNQ No.:
3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS FL-12078.1 0
4 MULLION SECTION AND ANCHORING DETAILSf°
SXEEi I of_A,
I---W1--I'--W2--1 •• 3100 STRUCTURAL MULLION LOAD TABLE PS ��.�` '%1 * l /'"f*
TREUTARYWIDTN
•�' 28° 30" 32" 34° 38' 38' 10' 42" 44' 46° IB' 60' 84' ^�'t •••$ �1►
78° 84.43 80.82 67.29 54.36 51.71 48.45 47.35 4542 43.65 4200 40.48 39,08 38.51 V; 3
GLAZING GLAZING TY 78.25 71.78 _07-87 64.43 81,39 58.64 68.14 53,83 51.71 49.75 47,93 48.24 43.20 +U11; ¢ Q+%
y n PRODUCT PRODUCT 70 8328 78.39 74.76 70,41 87.10 84.00 87.33 6881 56.48 54.33 5234 60.49 47.15 `� $a q
88' 91.15 65.85 81.23 77.16 73.62 70.20 67.17 64.40 61.84 69.48 57.28 65.26 61.80 4���'••. �� r�CD
O II 68' 100.08 94.28 89.23 84.78 80,78 77.11 73.77 70,71 67.89 65.29 62.68 60.64 56.81 /lll 1111• ,, a
84' 110.20 103.88 98.33 93.42 86.97 84.92 81.23 77.85 74.73 71.86 69.20 68,13 62.28 4
o2' 120.00 114.78 108.69 103.23 98.30 93.81 89.71 1 65.96 82.61 1 70.32 78.38 1 73.64 68.71 1n �' 2
60' 120.00 120.00 120.00 114.44 108.95 103.85 99.39 85.22 91.38 87.84 84.57 81.63 78.08 Pi c v
68' 120L_IL .00 120.00 120.00 120.00 720.00 116.58 110.49 105.83 101.65 87.60 93.85 80.68 84.48 \ N C o`
68' 120.00 120.00 120.00 120.00 120.00 120.00 120,00 118.05 lIZ94 108.03 103.53 99.38 9202 v :a
2 B/' 20.00 12.00 120.00 120.00 120,00 120.00 120.00 120.00 120.00 718.18 111.34 106.68 98.96 !1 4
a BT 120.00 -1-20-E- 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 11528 108.72 S o z
TRIBUTARY WIDTH WI + W2 60• 120.00 120.00 12D.00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 115.43
2 46' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00 120.00 120.00 120,00 120.00a
n 46' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00
g 44" 120.00 120.00 120.00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
W 1 W2 4Y 720.00 120.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0
10° 121.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
36° 120.00 t29.00 120.00 120.00 120.00 120.00 i2o.0o 720,90 120.90 120.00 120.00 120.00 120.00ZE
38' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,09 120.00 120.00 F'
GLAZING GLAZING 34' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120,00 }
PRODUCT PRODUCTh n 3Y 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 v �c�i
GLAZING Z II 30" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 12000 120.00 z�'
PRODUCT o 26' 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 v� �o
28' 120.00 120,00 120.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120,00 120.00ilo o Z)3
24' 120,00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
1 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a a
1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS
SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND
TRIBUTARY WIDTH DETERMINATION. x
3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE N
TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE N
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 8 a o 0
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE rn
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE.
asg
O
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE Of
0In I,� � THE FOLLOWING:
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN 1N THE n w^z
INDIVIDUAL GLAZING PRODUCT APPROVAL.
We 12/11/08 =
2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE SCALE: NTS
INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m
END AND AT 15" O.C. MAX. SPACING. Owo.Or DWS
CW.ft LFS 3
NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE 0PAWI a NO.:
MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 c
,ACTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION, 0
SHEET OF ¢
W64.43 3100 STRUCTURAL MULLION LOAD TABLE(PS W1 WzTRBDTARvwIDTH �4,0 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 64"60.82 67.28 64,38 51.77 49.46 47.35 46.42 4385 4200 40.46 39.08 38,61t *67.37 64.28 61.60 69.26 67.14 65.17 53.33 61.61 49.75 47.93 46.24 43.20GLAZING GLAZING PRODUCT PRODUCT 69.62 66,87 6383 81.62 69.31 67.24 65.32 53.62 51.83 50.26 48.78 48.09 :��V •.•1b�. •M
88" 78.18 7245 69.23 68.44 63.03 61.60 69.44 57.43 55.64 53.76 6213 60.57 47.72 �i��''••.,,,,
II Off" 79.12 76,29 72.00 69.13 66.4964.05 81.79 59.67 67.70 55.85 64.12 62.49 1
.52
64" 82.29 78.37 76.00 72.00 6923 88.67 84.29 82.07 60.00 6808 56.25 64.56 67.43 'Fi/Ill 1111• $ °z0
02" 85.71 81.70 78.23 75.07 2 69.48 88.96 64.63 6246 60.42 68.62 66.73 63.47 z°
60" 89.44 8633 81.70 76.37 75.29 7245 69.62 67.37 85.00 6285 60.96 69.08 35.65 _tp3 tf
08" 93.61 89,27 85.43 81.91 78.88 76.87 7269 70.31 67.90 85.68 63.58 61.69 67.99 \ Na
56" 97.96 93.61 69.44 86.71 82.29 79.12 76.19 73.47 70.84 88.67 68.36 84.29 60,60
2 64" 102.81 98.08 93.77 89.82 68.20 8285 79.75 76.88 7420 71.71 69.38 87.18 63.21 w
H 62" 108.07 10304 98.46 04.27 90.42 06.88 83.60 80.66 77.73 76,10 72.64 70.33 66.13 c
W1 + W2 x 00" 113.78 108.42 103.65 99.10 95.01 91.26 87.77 84.65 81.68 7877 78.17 73.73
TRIBUTARY WIDTH @ 2 O 40" 120.00 114.29 109.09 104.35 100.00 98.00 92.31 88.89 8671 6278 80.00 77.42 72.73 3d
n 46" 120.00 120.00 115.14 110.08 105.45 101.19 97.28 93.82 90.25 67.11 64.16 81.44 76.47
44" 120.00 120.00 120.00 118.38 111.41 108.86 102.07 98.60 9621 91.87 88.76 85.84 80.66
WI W2 42" 120.00 120.00 120.00 120.00 117.97 113.11 108.83 104.48 100.88 8709 93,77 90.67 86.05 0 �_
R 40" 120.00 120.00 120.00 -120.00 120.00 120.00 116.20 110.77 10687 10288 99.31 98.00 90.00 W
38" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 117.73 113.33 109.26 105.45 101.90 95.48
36" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.38 112.28 108.47 101.69 1-
GLAZING GLAZING 3" 12.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 119.94 115.84 108.42
32" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 12000 120.00 120.00 118.13
a PRODUCT PRODUCT 120.00120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 y� z
GLAZING o II 29" 120.00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 d ��
PRODUCT 28" 120.00 1 120.00 120.00 120.00 1 120.00 120.00 1 120.00120.00 120.00 120.00 1 120.00 1 120.00 120.00 o a x
g 24" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
1 7N STRUCTIONS FOR USE F
DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS a m
SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND
TRIBUTARY WIDTH DETERMINATION. c
3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE N m R
TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD e 0
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE 8 Ln
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. ,r
k�l=�
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF '' ^
THE FOLLOWING: N$ I
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
I TT
INDIVIDUAL GLAZING PRODUCT APPROVAL, Z
WE,12 11/08 3
2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE
INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED iS 6" FROM EACH n. NTS m
O
END AND AT 15" O.C. MAX. SPACING. wc.er: DWS
cxK,er, LFS 3
NOTE, A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE OMWMO NO.,
MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 0
,SECTION 7HRU MULLION do FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N
SHFE7 3 OF 4
5.5" (( 1/4" ELCO ULTRACON CONCRETE SCREWS `� •,*•
0.375" 2.5" MIN. EDGE DISTANCE, 1.5" MIN. O.C. \\\ '•
0 0.75" :�� •' �� uo�
0.75„ rco
i3
M D d ��ti. .•��� O NI
."ll"�111111 \ —d
�W11
z
m�oow
3,000 PSI CONCRETE d iL
0.125" r�Lo CONFORMING TO ACI 301 d
0 727" OR HOLLOW BLOCK Z
N c " CONFORMING TO ASTM C90 a
o
J— . . 1. . . [ .. . . -vl�
m MULLION ANCHOR BRACKET a u7 ANCHOR THROUGH IX BUCK ANCHOR TO MASONRY
8 MAT'L: 6063-T6 0'75" Q USING 1/4" X 2-1/4" USING 1/4" X 1-3/4" za
w CONCRETE SCREWSGo
CONCRETE SCREWS
H Iz
g }' H 2
k DO NOT USE CENTER HOLE FOR (6) #10 x 1-1/2" WOOD SCREWS
CONCRETE SCREW INSTALLATION \ x
(3/4" MIN. EDGE DISTANCE)
ULLION =Ig o
MAT'L: 6063-T6
c
� N
cqC49
Na
C
O o c 2x MAT'L:
SPRUCE-PINE-FIR n
0,75" o
G=0,42 OR BETTER N N z
0.75" eBo 0
En
0.375" ® �,N E
#8 X 3/4" SMS
8 X ANCHOR TO 2X STUD OR TO 2X BUCK
0.125"-- USING SMS USING x/10 X 1-i/2" WOOD SCREWS
4) ao�g d
n N N 0.727"
MULLION ANCHOR OFFSET BRACKET p +n a^Z v
MAT'L: 6063-T6 a
m (4) #10 X 3/4" I I DAM 1-/?1 08 =
SHEET METAL SCREWS I I ;} HORIZONTAL SCAM NTS
(1/2" MIN. EDGE DISTANCE) I I ALUMINUM MULLION owo DWS m
E I I (UNDER SEPARATE
APPROVAL) CHK W. LFS
BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING 3100 MULLION I DRAMNO so.,
FOR CONCRETE SCREW CONNECTIONS & FOR WOOD SCREW APPLICATIONS FL-1207B.1 u
SMS SCREW (MULL TO MULL) CONNECTIONS (OFFSET BRACKET SHOWN) MULLION TO MULLION ANCHORING seEEr 4 oF_A_
b
m