HomeMy WebLinkAboutProduct Approval Exterior Doors (2)I A
long 4—B - Ming Code Online http://www.floridabuilding.org/prl"pp#tLaspx?param=wGEVXQ
Ronda Deparl-, mntq BC1S Home 1 Log rn user Registration Hot-ropts Submit Surcharge Stats 8c Facts. Publications FBC Staff SCIS Ste Map Mks Search i
Busines
.j #1 Product Approval
Profess�-al USER: Public User
Prc
Regulaficin
lit"MMM 030MM > PJWL'd.0LAQAkaVQDjSfWMh > APdWWnjjjt > Application petal)
Egmd7m 77T,77 —7'7, " Q FL # FL9520-114
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th-Avenue
Ocala, FL 34474
(152) 368-'6922 Ext 207
rnlafevre&cws.cc
Authorized Signature Michael LaFevre
rnlafevre@cw&cc
Technical Representative 6narf Tonace
Address/Phone/Email 1900 SW 44th Ave.
Orala,! FL.3447*4
(352) 369-6922 Exit 291
btenace0cots.oc
Quality Assurance Representative Cal Ledy
Address/Phone/Email 1900 SW- 44th Ave.
Ocala, FL 34474
(352) 368-6922
cledy@cws.cc
4
Category J1, 0ii w1f
0
C 0 0 C
SubcategoSubcategoryIRS Z r-
Mf 1 (10, 0 .0
C
O
Compliance Method E
Evaluation Report from a Florida Ral%re4rWect a Llcwsed 0(oc
Florida Professional Engineer 'D 0 7 0,02 cl�
Cr'A '0
Evaluation Report- Hardic R
01 PW#-J= 0 -a 0
> -C Qj)
Florida Engineer or Architect Name who developed Lucas: A. Turner -6 7
:L r 0
the Evaluation Report 0� �: Q*d 0 Q� 0:
0 C)
Florida License PE°58201 0-9 Dar.* 0 :7
Quality Assbrance Entity I C ca r- r- 0 130
Keystone CertiflcAtIons,, Inc. .3 00� ca
Quality Assurance Contract Expiration Date 6 21 iO3 — a 6'� X Y, a
04/10/2016 - 9-0
0 '6 O.
0 a) -0
Validated By Steven M. UrIch, PE ..'0 -4: 13 — OL � 0 0 Q>
C:
Valldafion Checklist - Nark 6.2 v, Y c �2 c
"-
Certificate of Independence i4cm (D
r4l 0
me *6 -0 0 1-1-1,,2
0 a) a)
C �G 4 -.0 -0
Referenced Standard and Year (of Standard) 0
Standard E a c -� t , :P "!)
-a.� Z-: *P -
AAMA 450-06 C) - a
0 E (-� CFO
.%! 0
'D 0 ASTM E1806-OS if t?
Vs
ASTM E1996-09
'-"i L-6
PA TAS 201/202/20 J -1994,
?lorida Building Code Online
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Prnducts
Method 1 Option D
10/30/2012
10/30/2012
11/02/2012
12/04/2012
FL #
Model, Number or Name
Description
19520.1
3" Alum. Tube Mullion
3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
G Approved for use outside HVHZ: Yes
FL9520 R4 II CWS-836 (3 in Mull, Impact).pdf
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
I Other: Large Missile Impact; See Installation Instructions
and Evaluation Report for complete list of Limitations and
FL9520 R4 AE EvalRep CWS-836 (3 in Mull, Impact).pdf
Created by Independent Third Party: Yes
Conditions of Use.
I
9520.2
4" Alum. Tube Mullion
4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Installation Instructions
FL9520 R4 II CWS-837 (4 in Mull. Impact).pdf
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions
FL9520 R4 AE EvalRep CWS-837 (4 in Mull, Impact).pdf
Created by Independent Third Party: Yes
and Evaluation Report for complete list of Limitations and
Conditions of Use.
9520.3
5 1/2" Alum. Tube Mullion
5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin &
Flange applications. (IMPACT)
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL9520 R4 II CWS-838 (5.5 in Mull, Impact).pdf
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions
FL9520 R4 AE EvalRep CWS-838 (5.5 in Mull, Impact).pdf
Created by Independent Third Party: Yes
and Evaluation Report for complete list of Limitations and
Conditions of Use.
Bads Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32M Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have
one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
RV
Eelec_r.
)f 3 Q/1(U7n 11 I n•n7 AAa
MAN
ANCHOR
CLIP
SHOWN W/DIFFERENT OPTIONS
I
I A
6 "IF
j
j I
EXAMPLE HORIZONTAL MULLION
FOR SECTION VIEWS ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ...........
1
ANCHOR SCHEDULE.................................2,
3
EXTRUSIONS & B.O.M...............................4,
5
MULL BAR SECTION VIEWS.....................6.
7
INSTALLATION DETAILS ...........................8,
9
V6
ANCHOR
CLIP
ANCHOR
CLIP
8
I
I
I
I
O
�
O
� �
I
� I
I
ANCHOR
CLIP
4v-D
EXAMPLE VERTICAL MULLION
FOR SECTION VIEWS ONLY Lucas Tumer
2012-10-26 11:23-04:00 z`
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
2. CONFIGURATIONS SHOWN: (SEE SHTS 2-3)
1. VERTICAL
2. HORIZONTAL
3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM
4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEI
(SHEETS 2-3)
5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
OPENING AND ALL WOOD FRAMING AROUND WINDOW.
6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOI
LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY W
THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR.
7, PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT
REQUIRED.
8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 1
THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF
ARCHITECT OR ENGINEER OF RECORD.
11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW
SYSTEMS, INC.
12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT
WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN.
13. THE 331/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
LUCAS A. TURNER. FL
Design
Pressure Chart, PSF, for Non -Intersected Impact PVC 3" Mullion H-1758, With 1522 clips using (our (4) #10 Screws or 3116" 17W Tapcons per each end of mullion
OPENING
SIZE On.
39
45
51
57
63
69
75 3/8
Bl
87
93
99
107 3/8
114
120
126
132
138
1453/8
37
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
42 3/4
90.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
80.0
Ex„
48 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
$0.0
80.0
80.0
$0.0
80.0
65.0
O
53 1/8
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
80.0
80.0
69.0
65.0
65.0
57
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
90.0
60.0
65.0
65.0
65.0
-
- -
,�
63
80.0
80.0
80.0
80.0
$0.0
$0.0
80.0
80.0
789
76.6
74.8
725
65.0
65.0
a
65
65.0
65.0
65A
65.0
65.0
65.0
65.0
65.0
65.0
65A
65.0
65.0
65 0
'•`'
-
68
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65A
65.0
65.0
65.0
63S
'w
-
72
65.0
65.0
65.0
65.0
65.0
65.0
65.0
64.9
1 61.7
1 59.1
569
53.7-
Design Pressure Chart, PSF, for Non -Intersected Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) #10 Screws or 3116" ITW Tapcons per each end of mullion
OPFNRNGSI2Edn.)
39
45
51
57
63
69
753/8
81
87
93
99
107318
114
120
126
132F65.0
145 318
d
37
80.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0 ,
42 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
86.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
Ex„
48 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
Z
53 1/8
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
J
57
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
65.0
65.0
65.063
80.0
80.0
80.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
80.0
80.0
65.0
65.065
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65 0
68
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
..;
72
65.0
65.0
65.0
65.0
65.0
65.0
65.D
649
61.7
59.1
56.9
53.7
- -'
- -
NOTES:
TRIPLE
VERTICAL MULLION
1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON.
r
MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE
SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/B" SHALL BE ACHIEVED IN ANY DIRECTION.
_
I
rD
2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH
z
w
INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT
J
INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A
MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED.
3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT
APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD
OPENING S12 --
SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW
INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF
PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL,
TWIN
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO
VERTICAL MULLION
PREVENT REACTIONS.
7-
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
F
STRENGTH SPECIFIED BELOW.
z
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE
w
J
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
D. ALUMINUM -1/8" THICK MIN., 6063 T5 MIN.
E. STEEL -.060" THICK MIN., 33 KSI MIN.
--- OPENING SIZE--�
7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
TRANSOM OVER TWIN
VERTICAL MULLION
T- r
r~.7 ~U
w w
J J
J J
7 �
L L
I-- OPENING SIZE --I
C
LUCAS A. TURNER. FL P.E. 58201
OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: -_ �
FMA/AAMA 100 (FIN WINDOWS), lz
FMA/AAMA 200 (FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL 10/26/2012
FMA/WDMA 250 (BOX WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
FMA/AAMA/W DMA 300 (EXTERIOR DOORS). WINDOW SYSTEMS, INC. ANY REPRODUCTIONTN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
%k%jLLIaFrj%
�����% PplORE41' Trrii.
v : No 58201
TRANSOM OVER TRIPLE
VERTICAL MULLION
OPENING SIZE 1- --
D
�L Lai WINDOWS & DOORS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
TWIN/TRIPLE
HORIZONTAL MULLION
F
OPENING
SIZE
L
MULL LENGTH
G
TRIPLE
HORIZONTAL MULLION
L
N
rD
(7
Z
z
w
a
7O
i I--MULLLENGTH --I
F
TWIN
Tr HORIZONTAL MULLION
I
N
z
w
a
O
�----MULL LENGTH
E
ANCHOR SCHEDULE, 3" MULL BAR, NON -INTERSECTED
R S:IMPACT MULL BAR N B ` ADE ATE' 09/27/2012
3" ALUM. MULL NTS vva w': CWS-836'
EV. LtI I Lw - HEET: 2 OF 9
Design Pressure Chart, PSF, for Intersected Impact PVC 3" Mullion H-1758, With 1522 clips using four (4) #10 Screws or 3116" ITW Tapcons,
or 1776 clips with six (6) #10 Screws or 3/16" 17W Tapcons per each end of mullion
OPEMNGSIZEOn.)
39
45
51
57
63
69
75 3/8
81
87
93
99
110 318
114
120
126
132
138
145 3/8
37
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
c
42 3/4
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
F
48 3/4
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
Z
531/8
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0L-50.O57
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.063
50.0
50.0
50.0
50.0
SO.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50 0
49A
47.3
68
50.0
50.0
50.0
50.0
50.0
500
50.0
50.0
50.0
50.0
50.0
50.0
49.8
47 6
72
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
45.4
44.0
75375
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
46.8
44.0
40.0
f
x
F-
z
J
J
L
NOTES:
TWIN/TRIPLE
VERTICAL MULLION
Ir HORIZONTAL MULLION
I
w
N
N
O'
Z
ISINGLEI
TWIN
OR
O
ITRIPLE
UNITS
LII I BELOW! I
f-�- MULL LENGTH
K
1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE THRU CUP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED
IN ANY DIRECTION.
2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED.
3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD
SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO
PREVENT REACTIONS.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BELOW.
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
LUCAS A. TURNER, FL
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
P.E. 56201
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF PSI.
�'�
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-9D.
0.
����
,� NDRE11+ Q�
P TL
D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN.
E. STEEL - .060" THICK MIN., 33 KSI MIN.
��� ..•"••. .��
JC7p,:.�-�C E N s�."?Q',�&DOORS
'`
No 58201 : -P 1900
7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
Z v; $ SW 44TH AVE.
OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
: * ; * OCALA, FLORIDA 34474
FMA/AAMA 100 (FIN WINDOWS),
FMA/AAMA 200 (FLANGE WINDOWS),
�
1i' - ITLE:
d = ; o=.. ANCHOR SCHEDULE, 3" MULL BAR, INTERSECTED
9 �• /U
FMANVDMA 250 (BOX WINDOWS),
FMA/AAMAANDMA 300 (EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 10/2612012
STATE OF • :
% p .• "kip s: HAWNv: ATE:
'� n .� P,: $ �` IMPACT MULL BAR ADE 09/2712012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
A WHOLE HOUTTHE
IONOFCUSTOMWINDOWSYSTEMS,ING. ANY REPRODUCTION IN PART ,IINC55
��i�S ` ,O, R �.' ��`�` ODEL: GALE: WG. NO.:
,�i�i`S10(vA;rG?���� 3"ALUM. MULL CWS-B36
WRITTENPERMISSWINDOW
ROMBI ED
E .LETTER:NTS SHEET:
30F9
r NO. DESCRIPTION
758 1 3/8" x 3" MULLION TUBE
#10 OR #12 HEX WASHER HEAD TEK SCREW '(see note below)
#10 x 1 1/2", PANHEAD PHILIPS ZINC
#10 FLAT WASHER
897 MULLION CLIP
RFAI ANT 1
FLANGE MULL CLIP
18 F-1767-004R L-ANGLE 3" MULL CLIP, FIN, RIGHT (SEE SHEET#5)
19 #10 HEX WASHER HEAD TEK SCREW
20 1#10 FH TEK SCREW
USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
11/i6"
9
DRIP CAP S-1895
j--1 1/4" -y
,/2"- I I
10
090
FLANGE ADAPTER S-1896
LIII I
TOP VIEW
2 1/, 6°
1 3/II16"
1�
MULLION CLIP S-1897
2 13116"
.195 -^�— .150
�F 113/16"1 T
II I 1 a 8-
7/16° �.7
1
.110
PVC MULL COVER-6018
3" MULLBAR H-1758
OUTSIDE
14
2 1/4"
4 7/8-
F-1522 - 013
FIN INSTALLATION
TYP. FIN FRAME (PVC)
DETAIL A
'T' MULLBAR CLIP
"L" MULLBAR CUP
FRAME TYPE
OPENING
(F-1522-XXX)
(F-1767-XXX)
NEW
F-1522.013
F-1767-001
FLANGE
PIETRO
F-1522-006
F-1767-001
FIN
NEW
F-1522-Oi3
F-1767-004(L&R)
RETRO
F-1522.013
F-1767-004(L&R)
NEW
NOT RECOMMENDED
F-1767-001
BOX
RETRO
F-1522-006
I F-1767-001
SCORE, BEND AND BREAK
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
LUCAS A. TURNER, FL
I
2 7/16"
2
7116" 7/16" (TYP)
a/6 I O 11 11 O
F 1 5/16 OUTSIDE
5
2 3116"
4 7/8"
F-1522-006
RETRO/FLANGE CUP
(TYP) Ii
ly ,"G_ L WINDOWS & DOORS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
ITLE: EXTRUSIONS & BILL OF MATERIALS -3" MULL BAR
R s: IMPACT MULL BAR A ' ADE ATE' 09/27/2012
DEL: 3" ALUM. MULL CALF: 1:2 wG. NO.: CWS-836
EV. LETTER: - HEET: 4 OF 9
0
L ANGLE 3" MULL CLIP, FIN (LEFT) F-1767-004L
OUTSIDE
L ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767-004R
z;-�f
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
1
3/8'
1
2 7116"
1
THRU (TYP)
OUTSIDE
L-ANGLE 3" STANDARD MULL CLIP FLANGE - F-1767-001
FRAME TYPE
OPENING
'T' MULLBAR CUP
"U' MULLBAR CLIP
(F-1522-X)(X)
(F-1767-XXX)
NEW
F-1522-013
F-1767.001
FLANGE
PETRO
F-1522-006
F-1767-001
FINNEW
F-1522-013
F-1767-004(L&R)
RETRO
F-1522-013
F-1767-004(L&R)
NEW
NOT RECOMMENDED
F-1767-001
BOX
PETRO
F-1522-006
F-1767.001
UCAS A. TURNER, FL P.E. 58201
`7111111111%
v t" No 58201
�-a- -
STATE OF :�4`Ctool 311061
nL',J WINDOWS & DOORS
SW 44TH AVE.
A, FLORIDA 34474
EXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR
IMPACT MULL BAR N ADE ATE` 09127/2012
3" ALUM. MULL SCALE: 1.2 WGNO - CWS-836
EV. LETTER: - 'HEFT: 5 OF 9
A HORIZONTAL MULL BAR SECTION
FLANGE FRAME WINDOW
J DETAIL B
SEAL BEHIND FLANGE — 10
PRIOR TO ATTACHING
TO MULLION
/ B l VERTICAL MULL BAR SEC ION
6 FLANGE FRAME WINDOW
SEAL BEHIND FLA'
PRIOR TO ATTACF
TO MULLION
FIN MUST BE REMO
WHERE WINDC
CONNECT TO M
FIN MUST BE REMOVED
WHEREWINDOWS
CONNECT TO MULL
SEAL BEI
PRIOR TC
TO MULLION
! \ VERTICAL MULL BAR SECTION
6 FIN FRAME WINDOW
APPLY SEALANT ALONG FULL
LENGTH OF WINDOW FRAME
GROOVE PRIOR TO ATTACHING
COVEF
HORIZONTAL MULL BAR SECTION �VERTICAL/HORIZONTAL
MULL BAR SECTION
�FIFTFRAMEW7N60� U
BOX FRAME WINDOW
11 APPLY SEALANT ALONG FULL
APPLY SEALANT ALONG FULL
1 I LENGTH OF MULLBAR GROOVE
LENGTH OF MULLBAR GROOVE
2 ' PRIOR TO ATTACHING DRIP
PRIOR TO ATTACHING FLANGE
ADAPTOR
ADAPTOR
I1
�
o
]
9
0
r-
10
DETAIL A nFTAII a
l
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
FL P.E. 58201
TOP VIEW
FIN FRAME
5° MULLBAR (H-1760)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
SEE NOTES 1 & 2 (QTY 1 EA.)
SEE NOTE 1 I -i t/16" MAX. EDGE DIST.
—
SEE NOTE 1
SEE NOTE 4 20
r C 5° HORIZ. TO 3° VERT. MULLBAR SECTION
7 F GE f-RAMF WINUUVV
SECTION A -A
2 4° MULLBAR (H-1759)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
)
19 SEE NOTES 1 & 2 (OTY 1 EA.)
11116° MAX. EDGE DIST.
SEE NOTE 1
1
SEE NOTE 4 20
CC14" HORIZ. TO 3- VERT. MULLBAR SECTION
7/ VLANUtz VHAMI= VVINUUVV
NOTES,
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE.
2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM
CLIP EDGE DISTANCE OF 9132".
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL
OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL.
4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL z�
MATERIAL.
PROPRIETARY AND CONFIDENTIAL 10126/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
t C , 3" HORIZ. TO 3" VERT. MULLBAR SECTION
\,Lj FLANUL FRAME WINDOW
FL P.E. 58201
FES 1 & 2 (CITY 1 EA.)
EDGE DIST.
1 1/8' MIN. EDGE DIST. [B) SEALANT BETWEEN FRAME CONCRETE/MASONRY
AND OPENING BY OTHERS BY OTHERS
1 1/4"'MIN. 2 BY WOOD BUCK
1 3/8" MIN.
EMBEDMENT [B] BY OTHERS [A]
EMBEDMENT [C]
4
CONCRETE/—�
MASONRY
° D
°
.D
oe.
�
° °' °
4a° 4°
° 4 ° '
a
4
INSTALLATION ANCHOR,
1 BY WOOD BUCK
d d CONCRETEIMASONRY
� �°
BY OTHERS
D '
D
,
. °
o
D ,D • e by
1 114" MIN.
° 4° ° n4
BY OTHERS [A] #10 WOOD ANCHOR
O� � BY OTHERS
•
D
�•D°o
•DD.
EMBEDMENT [B]
°a 6.
d p
EXTERIOR FINISH
'•
D
o
—
DD°, o°o,°.
•
°� edD
BY OTHERS
7'°
—�
4°4
- -
•"•
.
'
MULL BAR CLIP
(SEE NOTE 2)
-
a SEALANT BETWEEN
` 4 A
_
FRAME AND OPENING
,.
-
1 BY WOOD BUCK INSTALLATION ANCHOR,
n 4 °
1. 1
! t
- BY OTHERS
` °
PERIMETER
SEALANT BYj
BY OTHERS [A] 3/16" DIA. MASONRY ANCHOR
[el
°
° •C ° 4
it
''-...i '_
3" HORIZ.
II -
> p
° '
INSTALLER
4 ° . °
'
•
I![
MULL BAR
{ ' iij�
\• p
n ° o
I: ,_
° 4
4
II �'
,'
- I
° • p n
G
7/8" MIN.
-
p
EDGE DIST. [C]
SEALANT ALONG
3" HORIZ. 1 118° MIN
MULL BAR
4 4
_
d
OUTSIDE EXPOSED
EDGE DIST. ° • °
IS] 4
y ,
EDGE OF MULL BAR
+
. • e
. •• ::
°
PERIMETER SEALANT PERIMETER SEALANT
e • e
SEALANTBETWEENFflAME
AND OPENING BY OTHERS
--/°'''••
BY INSTALLER B
BYINSTALLER
MULL BAR CLIP
(SEE NOTE 2)
INSTALLATION ANCHOR,
EXTERIOR FINISH
BY OTHERS
3/16" DIA. MASONRY ANCHOR EXTERIOR
FINISH
SEALANT ALONG SEALANT ALONG
[e] BY OTHERS OUTSIDE EDGE OF MULLSED BARBAR OUTSIDE EXPOSED
r G HORIZ. MULL JAMB SECTION
EDGE OF MULL BAR
5 MULL CLIP (WOOD)
HORIZ. MULL JAMB SECTION
JAMB SHOWN, HEAD SIMILAR
L u 1 VERTICAL MULL HEAD SECTION
6 MULL CLIP (MASONRY)
MULL CLIP (MASONRY)
MULL BAR CLIP INSTALLATION ANCHOR,
(SEE NOTE 2)
3/16" DIA. MASONRY ANCHOR
SEALANTALONG
OUTSIDE EXPOSED
EDGE OF MULL BAR
--� — —
3"VERTICAL
3" VERTICAL
MULL BAR
-MULL BAR CLIP INSTALLATION ANCHOR,
(SEE NOTE 2)
PERIMETER SEALANT
17,
�
MULL
BAR
3/16"DIA. MASONRY ANCHOR
[B]
BYINSTALLER{
REFERENCE NOTES:
SEALANT ALONG
..EXTERIORo
FINISH
• o • o
o o
A SEE NOTE 10, SHT 1
OUTSIDE EXPOSED
EDGE OF MULL BAR
- -
I'
— — —
!
- SILL STOOL BY OTHERS
BY O RS
C > •Dp
o p , u D
D � • o
B SEE NOTE 1, SHT 2
C SEE NOTE 2, SHT 2
(SEE NOTE)
'i
C e C v • > ° l: y • I, . o p >• p C
D
" MIN. EMBEDMENT [B]
PERIMETER —�
�!
!
CONCRETE/MASONRY
BY
o ,D®• >p • o D D C D D
SEALANT BY
- -
- y
OTHERS
C p o • o
o D . o • o p o
INSTALLER
i.=
-
aD
EXTERIOR
°e
SHIM AS REO'D
1 1/8" MIN. EDGE DIST. [B]
FINISH BY
°'••• °�
TO MAKE LEVEL
OTHERS D
e eeD••e•p°, a
v
FOR MULL BAR
H ALTERNATE PRECAST SILL DETAIL
D• D' a 4e D,
• • D D •
o° D,
,-
o o
_
I,/MULL CLIP (MASONRY)
o. o.
• • De•
o. D°• D°, e°,
De
o o .D•'
e ��
v'n •e'.
o D D
1 114" MIN.
De' D ' o°.
De• De' e
D • D
o o
D D
EMBEDMENT [B]
LUCAS A. TURNER, FL P.E. 58201
'I ° o . 1 o D D •D°, D . ° oe o . o °D . 2� NOTE'
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
CONCRETE/ 1 1/a" MIN
OF MULLED WINDOWS AFTER INSTALLATION
�\
MASONRY !_ e 1 VERTICAL MULL SILL SECTION EDGE DIST. [B] 2. RECESS MULL CLIP 1/4" MAX FOR ANCHOR
BY OTHERS 8 MULL CLIP (MASONRY) CLEARANCE WHEN INSTALLING WINDOW UNITS
Z�
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE W ITHOUTTHE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
SEALANT BEHIND
FIN BY OTHERS
7/8" MIN. EDGE DIST.
SHEATHING
[C)
BY OTHERS
WINDOW WRAP
BY OTHERS
2 BY WOOD BUCK
BY OTHERS
[A]
EXTERIOR FINISH
o.
BY OTHERS
PERIMETER SEALANT
3/8•
BYINSTALLER
o,o"a'
(MIN. EMBEDMENT) [C]
SEALANT ALONG
OUTSIDE EXPOSED
_
_ _- _--
EDGE OF MULL BAR
Ii
-
INSTALLATION ANCHOR,
--�— —
#10 WOOD ANCHOR WITH
. g
INTEGRATED WASHER
[C]
MULL BAR CLIP
(SEE NOTE 2)
a" vcaTlcei
K —I'VERTICAL MULL HEAD SECTION
g IN FRAME (WOOD
MULL BAR CLIP
(SEE NOTE 2)
M VERTICAL
MULL BAR a
SEALANT ALONG -
OUTSIDE EXPOSED
EDGE OF MULL BAR
WINDOW WRAP
BY OTHERS
PERIMETER SEALANT
BYINSTALLER
SEALANT BEHIND -�
FIN BY OTHERS
EXTERIOR FINISH
BY OTH ERS
2 BY WOOD BUCK
BY OTHERS
[A]
718" MIN EDGE DIST
SHEATHING
BY OTHERS
EXTERIOR FINISH--v"-q
BY OTHERS
SEALANT BEHIND
FIN BY OTHERS
13L$_ MIN EMBEDMENT
[D]
INSTALLATION ANCHOR,
#10 WOOD ANCHOR WITH
INTEGRATED WASHER [C]
MULL BAR CLIP
— _ — — (SEE NOTE 2)
SEALANTALONG
OUTSIDE EXPOSED
EDGE OF MULL BAR
PERIMETER SEALANT
�;� BYINSTALLER
C n 1 HORIZ. MULL JAMB SECTION
Lj FIN FRAME (WOOD)
JAMB SHOWN HEAD & SILL SIMILIAR
3" HORIZ.
MULL BAR
INSTALLATION ANCHOR,
#10 WOOD ANCHOR WITH
INTEGRATED WASHER [C]
REFERENCE NOTES:
2 BY WOOD BUCK
BY OTHERS [A]
A SEE NOTE 10. SHT 1
B SEE NOTE 1, SHT 2
NOTE:
C SEE NOTE 2, SHT 2
1. RECESS PETRO MULLION CUP 1/4" MAX FOR CLEARANCE OF
WINDOW UNIT WHEN INSTALLED.
318
(MIN. EMBEDMENT) [C]
2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION.
o.
o' o
LUCAS A. TURNER, FL P.E. 58201
[C]" MIN. EDGE DIST.
•••••��PNORE4.fT����,
F'. Qi�i+
.
`raG ,•'b
No 58201
,a-1a WINDOWS &DOORS
1900 SW
J VERTICAL MULL SECTION
v p
*
44TH AVE.
OCALA, FLORIDA 34474
SHEATHING
BY OTHERS
g I INN FRAML: ((WUL)U)
*
^ 4= ; at
TITLE:
MULLCLIP/WOOD INSTALL DETAILS -3" NI/B
STATE OF : 4Lr_:
c
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.