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Product Approval Menu>Product or Application Search>s Nn cation List>Applfeatian Detail
FL# FL9520-117
Application Type Revision
Code Version 2017
Application Status Approved
{
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
I
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
I
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report '
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
-Quality Assurance Contract Expiration Date 07/21/2030
Validated By Steven M.Uric h,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI EvalReport8368.pdf
i
Referenced Standard and Year(of Standard) Standard Yea.
AAMA 450-10 2010;
ASTM E1886-05 20051
ASTM E1996-09 2009
PA TAS 201/202/203 1994
j
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
i
FL9520 R7 E—quiv FL9520 EqUiyg]—encl4�P_dff
•
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12112/2017
Summary of Products
FL# Model,Number or Name Description
9520.1 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 EL9520 R7 II CWS-836B.pfff
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
I Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Large Missile Impact; See Installation Instructions and FL9520 RZ AE EvalReport836B.aft
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.pAf
Approved for use outside KVHZ-.Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Impact;See Installation Instructions and FL9520 R7 AE_Eva1ReRgft837B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
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 Installation Instructions
Approved for use In HVHZ*.Yes FL9520 R7 II CWS-838B.gd
Approved for use outside HVHZ."Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Large Missile Impact;See Installation Instructions and FL9520 R7 AE EvajRel2ort838B.pjjf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
Contact Us*,*2601 Blair Stone Road,TallahasseeEL32399 Phone,850-487-1824
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Agoessiblitt-V statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails;
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click b2m.
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GENERALNOTES
5-1/2" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL
OCALA FLORIDA 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBG. WWW.CwS.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 5-1/2"PVC
(REFER TO SHEETS 2-3) MULLBAR
4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 8-9 FOR ANCHOR DETAILS. WINDLOAu
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS,
0
5.PRODUCT APPROVED FOR IMPACT RESISTANCE, USE OF SHUTTERS IS NOT <F_
REQUIRED. z I.,Ui cc, < 0,a.
LU z0z W_-t
0 "F co 0 0:3:ca
'�MY
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER LL I-_ul I-�
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. z z <1% 0 0
0 0 0 .< w
0 USF-0 CL (L
ANCHOR CLIP ANCHOR CLIP 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT a z co Z Z i.- a)
OCD= -- L)-
BE APPROVED UNDER SEPARATE ZUCOZ:)
APPLY ONLY TO THE MULLION.WINDOWS MUST i I=
-�0 0 U_
APPROVAL. 0 LU-m 0
O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY Of 0
0'(Dowcow
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Ch
'-G� 0 rr z w
0 0 REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, CL 0 ce)
O
�0 = >_
BUILDING OWNER OR CONTRACTOR. 0 Ill
n- w
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a.
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
rMRIEIv 9.,
10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE C'
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS
Z,: No 58201 -13
SHOWN HERE IN.
X x x
1.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. Z�-0
VERTICAL MULLION IS USED 70 MULL SIDE BY SIDE UNITS TOGETHER, %13. STATE OF '
g &JZ
4ri
j
—ANCHORCLIP Lucas
Turner
EXAMPLE HOR17J.VERT.MULLION 2017-09-28 01-7—
FOR SECTION VIEW ONLY 07.14+20:00
9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
—
GENERAL NOTES&ELEVATIONS...............1 DRAWN BY: Te.
UA_
DP CHARTS.................................................2-3 ADE 09128/12
BOM&EXTRUSIONS.....................................4
EXTRUSIONS ...........................6
SECTION VIEWS............................................6 CWS-838 B
CONFIGURATIONS&ANCHOR NOTES....-.7 SCALE: SHEET
INSTALLATION DETAILS...........................8-9 --- --- -- 1-20-- 1 OF 9
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
5-1/2" PVC
RETRO FIT MULL BAR CLIP "VANGLE MULL BAR CLIP MULL BAR
TWO REQ'D PER EACH END OF MULL IMPACT
WINDOW FRAME MAY HAVE
II I TO BE SLOTTED TO PASS WINDOW FRAME MAY HAVE
OVER ANCHORS IN CLIP II I I TO BE SLOTTED TO PASS
MULL BAR I I OVER ANCHORS IN CLIP F W O - W 00 p
II II I W z0Z a�ZF-
I I I I 9 I MULL BAR ¢w�Z 0 W O O
INSTALLATION ANCHOR 0 0�0 Lj 2 h 0
II' f l INSTALLATION ANCHOR _j h 0 U F
SEE TABLE 1 Z F-W d
SEE TABLE 1 li I� I 0 O C7�—Z F-U rn
ADD STRUCTURAL ELEMENTS I 11 I� ADD STRUCTURAL ELEMENTS ¢ ~ LL w O=0 Z
SEALANT ALONG -' `-- -r, --: �� I I AS REO'D TO MAKE LEVEL FOR SEALANT ALONG - - If I AS REQ'D TO MAKE LEVEL FOR LOL-
F,F O_
OUTSIDE EXPOSED MULL BAR OUTSIDE EXPOSED MULL BAR FQF K U Z
EDGE BY INSTALLER EDGE BY INSTALLER W O O w C O W CO W
PERIMETER SEALANT O Z a O J O F_
BY INSTALLER MIN.EMBEDMENT PERIMETER SEALANT MIN.EMBEDMENT D. O a s r
SEE TABLE 1 BY INSTALLER O Wco
INSIDE AND OUT INSIDE AND OUT SEE TABLE 1 a F- as �w
a
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
///
SEE TABLE 1 SEE TABLE 1 ,t`ttptnF u��4
MIN.EDGE DIST. MIN.EDGE DIST. ��� P,p1ORVr
SEE TABLE 1SEE TABLE 1
D VERTICAL SECTION VERTICAL SECTION �VP
8 TYPICAL FLANGE(T"CLIP)ANCHORAGE v TYPICAL FLANGE(°L"ANGLE)ANCHORAGE J;' No 53201 °:�p�r
HEAD AND JAMBSSIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
_ �9�: STATE OF
zz
9/26/2017
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS NOTES: LUCAS A.TURNER,P.E.FL PE#58201
SUBSTRATE TSE- --'1` ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1 3" 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRETE(2.85 KSI MN.) 3/16"ELCO ULTRACON 1-3/4" 1" AFTER INSTALLATION. PH.941-380-1574
HOLLOW or GROUT-FILLED CMU(ASTM C-90)or SHEET DESCRIPTION:
NTCLIP INTO SOLID CONCRE_(2.85-KSI MIN.) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
3/16°11W TAPCON
UNIT AS NEEDED. FLANGE
2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 7/8" 4.EIGHT(8)ANCHORS REQUIRED PER"T'MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FIVE(5)OR SIX(6)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. ADE 09/28/12
(3 3 KSI YIELD
MI GAUGE ")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWc : REV.:
(3MIN) TEKS SELF-DRILLING SCREW THRU 0.060°
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-838 B
11W STEEL(33 KSI MIN.)__ _ _ ___ _____ _THRU-0125"— ____ 7/16"____ - _S
SCALE:
DRILLING SCREW __ - PECIFIC INSTALLATION DETAILS. _ _ _ _ _ - _ -__ SHEET
12 8OF9
Design Pressure Chart,PSF,for NoMntersected Impact PVC 51/2'Mullion H4760,w/1603 or 1767 clips. See note below chart for anchorage requirements.
OPENING SIZE(in. I TWIN
VERTICAL MULLION
51 57 63 89 75 81 87 93 99 104 110 116 1 122 128 134 140 146I TWIN
63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 HORIZONTAL MULLION WINDOUVS7STEN15
663/4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I T-
72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.9 107.5 105.1 1D3.1 101.6 100.4 99.7 99.3 99.21900 SW 44TH AVE.
76 110,0 110.0 110.0 110.0 110.0 110.0 109.0 104.8 101.4 98.9 96.4 94.3 92.6 91.3 90.3 89.6 89.2 I OCALA,FLORIDA 34474
c w
�, BO 110.0 110.0 110.0 110.0 110.0 108.3 101.6 97,9 94.0 91.6 89.0 8WWW.CWS.CC6.0 85.2 83.7 82.5 81.8 81.0 I
84 110.0 110.0 110.0 110.0 105.1 99.6 95.0 91.0 87.7 85.3 827 80,8 78.8 77.3 76.0 75.0 74.2 Z
90 .110.0. 110.0 109.9 102.4 96.2 91.0 86.6 82.8 79,6 77.3 74.8 72.7 70.8 69.3 67.9 66.8 65.8 I W n /+
r=LI 96 110.0 110.0 101.7 94,6 88.8 83.8 79.6 76.0 72.9 70.6 68.2 66.2 64.4 62.8 81.4 60.2 59.2 I O 5-1/2 PVC
102 110.0 1026 94.6 87.9 62.4 77.7 73,7 70.2 67.2 65.1 628 60.7 58.0 57.4 MULL BAR
-106318 107.7 97.9 90.1 83.8 78.3 73.7 69.8 66.5 63.6 61.5 59.3 67,3 55.6 54.0 527 - II MULL LENGTH -�
110 374 102,9 93.6 85.9 78.7 74.6 70.2 88,4 63.2 60.4 58.3 56.2 64.2 525 51.0
OPENING SIZE--I
114 80.0 80.0 8000 77,0 72.0 67.7 64.1 60.9 58.2 56.2 54.0 52.2 50.5 49.0 I TRIPLE IMPACT
0 80.0 80.0 78.3 VERTICAL MULLION
12 72.5 67.7 63.6 80.2 57.2 54.5 526 50.5 48.7 47.1
TRIPLE
122 80.0 80.0 76.8 71,1 66.4 624 59.0 56.0 53.4 51.5 a9.5 q],] 46.1 I HORIZONTAL MULLION JQ Z � Q Z 3: '
DP CHART IS FOR: I i- O w 0 m W o p
NON-INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I z W.-.I 0 ¢r z W
W ZOz CC--I_-
1603 or 1767 CLIPS ❑ -rn O ra
- a 3 -
- 8 #10 SCREWS INTO WOOD � LL I-w z F-3
() or METAL s
0 z z m<WW0O
(8)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z O O 0(3<:-Df
O
(8) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUi_FILLED BLOCK I z O U U)FD-P rn 6L.
---------------------- w ❑ z-j�ZI-Dun
Design Pressure Chart,PSF,for Non-Intersected ImpaclPVC 5 112"Mullion H-1760,With 1767 clips. See note below chart for anchorage requirements, I O Q Z U�Z=O L)-
OPENING SIZE lin.) I I �I�-MULL LENGTH +� } Q-0 W O M O Z
OPENING SIZE} -� O
51 57 63 69 75 81 87 93 99 104 110 116 122 128 134 140 146 I TRANSOMOVERTWIN < Ix }y U-Z N
63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 VERTICAL MULLION �_ p O FCC-(j D Lll rq W
66 314 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I TwINITRIPLE 2 0 W p J to H
HORIZONTAL MULLIDN LC Z-
72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I 0. D- m O 2 Cn
p FU 0.2 }
76 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 I 0., = d W co
c 80 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 D. F- W
84 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 109.6 108.1 80.0 I OPENING
90 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 107.9 104.8 102.2 99.9 98.0 80.0 80.0 SIZE
96 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.7 105.2 101.9 98.5 95.5 92.8 80.0 80.0 80.0 80.0 I 1s111rrn
j 102 110,0 110.0 110.0 110.0 110.0 110.0 108.3 101.3 97.0 93.9 90.5 87.8 80.0 60.0 80.0 79.1 I +%++
5 106 316 110.0 110.0 110,0 110.0 110.0 106.3 100.8 96.0 91.8 88.8 85,5 80.0 80.0 77.9 76.0 % P r
110 3/4 110.0 110.0M80.0
110.0 107.5 101.2 95.8 91.2 87.1 B4.2 81.0 78.2 75.8 73.6 71.7 - I I I I GQ`;'�,`•C'E l05� �,
114 8000 80.080.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 75.2 72.8 70.7 I �..-.. OPENING SIZE-moi MULL LENGTH -r�-� v' No 58201 •'�i0 r
120 80.0 80.080.0 80.0 80.0 80.0 80.0 78.7 75.9 72.9 70.3 67.8 TRANSOM OVER TRIPLE *• •7'k
122 80.0 80.0BO.0 80.0 80.0 80.0 80.0 77.1 74.3 71.4 68.8 66.5
VERTICAL MULLION ^ro: Cry
DP CHART IS FOR: T; STATE OF :411•'0
NON-INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I ""0..
17 CLIPS
CREWS INTO WOOD or METAL
(63/0) 60 #10STW APCONS or ELCO,ULTRACONS INTOSOLID CONCRETE or WOOD I 18#01110%
.(12) 1/4"ELCO ULTRACONS INTO HOLLOW_or GROUT-FILLED BLOCK __ _ __
Design Pressure Chart,PSF,for Non-Intersected hnpact PVC 5 1/2"Mullion H-1760,with 1767 clips. See note below chart for anchorage requirements. I Z
OPENING SIZE(In.
51 57 53 69 1 75 1 81 87 1 93 1 99 104 1 110 116 1 122 128 134 140 1469/26/2017 I 9/26/2017
63 110.0 110.0 110.0 11oA 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 _
110.0 110.0 110.0 110.0 110.0 I OPENING SIZEF -
66 314 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 1 110.0 110.0 110.0 110.0 110.0 LUCAS A.TURNER,P.E.
72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 110.0 110.0 110.0 110.0 116,0 FL PE#58201
76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 110.0 110.0 110.0 110,0 110.0 I 1239 JABARA AVE.
c 80 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 NORTH PORT,FL 34288
84 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 770.0 82.0I PH.941-380-1574
90 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 80.0
ILI 96 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 80.0 80.0 80.0 I SHEET DESCRIPTION:
j 102 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11o.0 80.0 80.0 80.0 80.0 I NOTES: DP CHART
5 106 318 770.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.5 80.0 80.0 80.0 80.0 I 1,THE MULL BAR IN FOCUS FOR ANY GIVEN NON-INTERSECTED
11D 314 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.8 103.8 80.0 80.0 80.0 80.0 I CONFIGURATION IS SHOWN IN BOLD. MULLS
114 60.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE:
120 80.0 80.0 80.0 Bo,o eo.o 6000 Bo.D 6000 6000 Bo.D 822 6000 11.3 I BAR(S)ATTACHED TO IT(SHOWN IN DASHES)
122 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.7 76.3 73.3 I THROUGH THE USE OF MULL BAR CLIPS.AN ADE 09/28/12
DP CHART IS FOR: INTERSECTED MULL BAR WILL ALWAYS BE 0 -n: REV..----
NON-INTERSECTED
.: ---
NON-INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 B
1767 CLIPS I 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE:
- -(10)#12 SCREWS INTO WOOD or METAL------- - - TO THE SUBSTRATE AND OTHER MULL BARS.- _ - SHEET__ _
10 1/4"ELCO ULTRACONS INTO SOLID CONCRETEor WOOD 1:1 __LOF 9
Design Prasure Chart PSF,Wr lntectel LmpacIPVC51 2'Mullion 1760 w/163 a 1767 c'ps.See note below dafor hofaga regalem
encs.
OPENING SIZE On.)
51 57 63 1 69 75 61 87 93 1 99 104 110 1 176 722 128 134 140 1 146 I 1(��! C74( L71/IOJy(/Ll
37 -10.0 110.0 110.0 1 110.0 170.0 110.0 110.0 110,0 1 110.0 110.0 110.0 1 110.0 110.0 110.0 110.0 170.0110.0 WINDOW$pSTEP7S
42 314 11(1.0 110.0 110.0 110.0 110.0 110.2 110.0 110.0 11040 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0
48314 110.0 170.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.9 102.7 1900 SW 44TH AVE.
53118 110.0 110.0 110.0 110.0 110.0 11a.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 106.1 101.7 97.6 93.8 I OCALA,FLORIDA 34474
57 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 197.8 102.9 88.4 94.3 90.6 87.1 WWW.CWS.CC
.. 63 110.0 11040 110.0 iio.o 110.0 110.0 110.0 110.0 110.0 106.9 101.6 96.8 92.5 88.4 84.7 81.4 78.2
66314 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.0 100.4 954 90.9 86.8 83.1 79.7 76.5 73.5 1a`
0 72 110.0 110.0 110.0 110.0 1 110.0 110.0 108.3 102.0 96.5 92.4 87.8 83,7 Sao 76.5 73.4 70.5 67.8 ^. 5-1�21rr PVC
hz J 1
76 110.0 110,0 110.0 110.0 110.0 108.4 101.8 88.1 90.8 87.0 82.8 76.8 75.4 72.2 69.2 66.5 64.0
z 80 110.0 110.0 110.0 110,0 109.2 102,2 96.1 90- 85.9 82,2 78.2 74.6 71,3 69.2 65.4 62.9 60.5 I l'-
-Wf B4110.0 110.0 110.0 110.0 103.2 96.7 91.0 85.8 81.3 T7.8 74.1 70.6 67.6 64.7 62.1 59.6 57.4 MULL BAR
90 110.0 110.0 109,9 1020 95.2 69.3 84.0 79.4 75.2 72.0 68.0 65.4 62.6 B0.0 57.6 55.3 53.2 I
96 110.0 110.0 101.7 1 94.5 86.3 828 78.0 73.7 69.9 67.0 63.8 60.9 58.2 55.8 53.6 51.5 49.6 IMPACT
102 110.0 1028 94.8 87.9 62.2 77.2 727 68.8 55.2 62.5 59.6 6049 54.4 622 50.1 48.2
1063/8 107.7 97.9 90.1 83.6 76.2 73.6 692 Bb.6 621 69.6 56.8 51.2 51.9 49.8 47.8 - TWINTTRIPLE
110 314 102.9 93.5 85.9 T9.7 74.6 70.0 68.1 62.5 59.3 56.9 54.2 61,8 49.8 47.8 45.7 /' VERTICAL MULLION Q z Q z lS
114 80.0 80.0 811.0 T7.0 72,0 67.7 63.6 60.4 57.4 55.0 52.5 50.1 46.0 46.0 - - r F- O LLJ C Q W�1p
120 80.0 80.0 78.3 T25 67,7 83.6 60.7 56.9 54.0 51.6 49.5 47.3 4S3 - I I W w O Z < z Lu
122 80.0 80.0 76.8 11.1 66.4 52.4 58.9 55.6 53.0 50.9 48.5 48.4 44.4
DP CHART IS FOR: I -- --- z zW�¢�wp0
INTERSECTED IMPACT 5.1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): i O O O ¢ 0
1603 or 1767 CLIPS I L4 c3 Om�za��D
SCREWS DfI or METAL / ¢ O Z V
-(8)3/16TW APCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD OMzp
(8) 1/4"ELCOULTRACINTO HOLLOW BLOCK � IL Z
__ _- _ _ ---------------------- < pw-=ODestO
¢y z
On Pressure thea.PSF,for Intersected Impact PVC 5112'MWliOn 1 fi0,w 767 clips. ee note Delav chart forancharaite MoAremenls, I aF 0 C)F>7�0
OPENING SIZE lin.) I ( II I W LL to W O J 7 F-
51 57 63 69 75 111 97 93 99 104 110 11a 122 128 134 140 146 h'^OPENING SIZE -�{ a ? d O-'O-m
63 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110,0 110.0 110.0 110,0 110,0 110.0 110,0 110.0 110.0 110.0 j _ W=W 0)
66.75 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 710.0 11010 110.0 110.0 110.0 110.0 lost 11( HORIZONTAL MULLION a f" a ff a
72 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.9 101.7 97.8
c 76 110.0 110.0 11010 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 108.7 104.1 89.8 98.0 92.4 110.0
!
BO 110.0 110.0 110,0 11000 110.0 110.0 110.0 110.0 110.0 110,0 107.6 102.0 88.4 94.4 90.7 87.3 I
84 110.0 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 106.6 101.8 97.5 93.3 89.5 86.0 80.0 �41L1jj1i1ffrffff
90 110.0 110.0 115.0 110.0 110.0 110.0 110.0 110.0 108.5 103.9 99.0 94.4 90.3 68.6 83.0 79.6 76.8 I i W ��\ p10REbV fI,
96 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.4 10(1.8 96.6 92.0 67.9 84.0 80,0 77.3 74.3 71.0 I ! N ���,sj P••CET....
102 110,0 110.0 110.0 110.D 110.0 1 110.0 104.9 89.2 94.1 90.2 85.9 82.0 78.5 75.3 72.3 69.5 N ti�P •v\ SF.;Qq�%
s 10G.375 110.0 110.0 110.0 110.0 110.0 1 106.0 99.9 84.5 89.6 85.9 87.8 70.2 74.9 71.8 69.0 I z ISINGLEI /� ��:�• No 58201
110.75 110.0 110.0 110.0 110.0 107.5 101.0 85.3 90.2 8516 621 78.2 74,7 71,5 68.8 65.9 Z TWIN .�
114 1 Sao 60.0 80.0 80.0 80,0 20.0 60.0 80.0 80.0 79.4 75.7 72.3 68.2 86.4 I R I OR
120 60.0 80.0 B0.0 80.0 B0.0 80.0 B0.0 BO.D T7.9 74.8 71.3 68.2 65,3 - I �, o ITRIPLEI :'O' as
12z 60.0 80.0 80.0 80.0 60.0 00.0 Bo.D Bao 76.4 73.4711.0 66.9 64.1 I I UNITS I 13% STATE OF :�41ti
DP CHART IS FOR: _
INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I y BELOW �4'�FS.....
1767 CLIPS I IS��NAt1CP`�
-(10)#10 SCREWS INTO WOOD or METAL I \'� F-- MULL LENGTH�-I
(10)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I \
(12) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK
Oesign Pusuie Chart,PSF,(a Inte acted Impact PVC 5 112'MWllen 1760.wit 767 Tips.Sep note below rJ4st for anchorage fequlremerrt6.
OPENING SIZE On.) I 9/26/2017
51 57 63 69 75 a1 87 93 99 104 110 116 122 128R'134 140 146
63 110.0 110.0 110.0 11010 110.0 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 LUCAS A.TURNER,P.E.
66.75 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I FL PE#58201
72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I 1239 JABARA G
To 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 NORTH PORT,FL AVE.VE.
34288
ea 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0
84 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11o,o 110.0 170.0 110.0 80.0 PH.941-38D-1574
90 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 11(1.0 110.0 110.0 110.0 110.0 110.0 80.0 80.0 SHEET DESCRIPTION:
96 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 110.D 110.0 110,0 107.6 80,0 80.0 80.0
102 110.11 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.1 60.0 60.0 80.0 60.0 I NOTES: DP CHART
51- 101375 110.0 110.0 110.0 10.0 ila o 110.0 110.0 110.0 110.0 110.0 105.0 60.0 80.0 SD.a 80.0 = I 1.THE MULL BAR IN FOCUS FOR ANY GIVEN
110.75 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1111.0 109.6 105.1 100.2 Bo.o 8010 00.0 60.0 - I CONFIGURATION IS SHOWN IN BOLD. INTERSECTED MULLS
110 eao so.a e11.o Bo.o 6010 2010 Ba.o 8010 20.0 011.0 ea.o Bao eo.D 611.0 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE:
1z0. so.o 2010 eo.0 eo.0 60.0 BD.D eao 211.0 2010 011.0 2010 76.7 74s " I BARS ATTACHED TO IT SHOWN IN DASHES
t2z e11.o 2010 80.0 eo.o 211.0 211.0 211.0 e11.0 2010 80.0 78,9 74,9 71.3 -4 : r = I ( ) ADE 09/28/12
THROUGH THE USE OF MULL BAR CLIPS. AN
DP CHART IS FOR: INTERSECTED MULL BAR WILL ALWAYS BE DWG#: REV.:
INTERSECTED IMPACT 5.1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 B
-1767-CLIPS 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
------- -----
(10)#12 SCREWS INTO WOOD or METAL I - ---TO THE SUBSTRATE AND OTHER MULL-BARS. ------- scALE: ___SHEET
(10)1/4°ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1:1 3 OF 9
APPLY SEALANT ALONG
O O O I I O O O FULL LENGTH OF MULLBAR I GROOVE PRIOR TO ATTACHING 900 SW 44TH AVE.
FLANGE ADAPTOR OCALA,FLORIDA 34474
W W W.CWS.CC
I s
--- --- ) -5-;-11 dill I -0-- ) ----=-- -
— _ - - _ - -- -tel 1 I I� J�. ,uT,,-CD--
5-1/2" PVC
'l�— LJ
134 =h �i� = === 7 MULLBAR
----------=4=Au l�1IMPACT
=�, r -___- --- - -, --- -
o.===o=== ;7 HILL � - 'r c� o o C� _
__ APPLY SEALANT ALONG _j Z ¢
FULL LENGTH OF MULLBAR a m W O
ni 1r9
.c _`rl, f�,JJ _ GROOVE PRIOR TO ATTACHING Z wJO ¢ Zw
ir�f JI
g DRIP ADAPTOR LL F w ZE Z 0 w�
TOP VIEW Z z=�¢O_wpRi
0
n SECTION VIEW A-A O OHO ¢
FIN FRAME I I n 0 C.)a,I-v(L �d
UUU 5 LJ o z Z `:) E F-:3 U)
5 5 Q O Z U c Z D 0 V
15 SEE NOTES 1& } a�CO WOO o K
1 SEE NOTES 1&3 1 SEE NOTES 2$3 �
SEALAtJT BEHIND p (1 EA/CLIP) 0 (2 EJCLIP) SEALANT BEHIND (3 E.ICLIP) ¢ } ?�O
FLANGE PRIOR ELANT BEHIND FLANGE PRIOR p �_ �rn 0 w U)W
T ATTACHING FLANGE PRIOR TO ATTACHING D z�a
O ATTACHING a of 0 w c~n
O MULLION 4 TO MULLION q TO MULLION 4 0 2 0 (L3 W>_
7 7 7 EL F- O- D-
SEE NO 1 9 11/16°MAX EDGE DIST. SEE N TE 1 10 1111E MAX DGE DIST. ,`�����ANORE..
II r IIIIII II
II I I I I II ' SEENOTEI 11 `41.0 •;��CEtJS�. ¢'✓�+,
1 11/16"MAX J
EDGE DIST. N° 58201 C
III I I I I 15 or,6 SEE NOTE 5
15 or 16 SEE NOTE 5
/ A 1 HORIZONTAL SECTION - OA HORIZONTAL SECTION ZpSTATE OF -;�W�:
6 5 112"&3'INTERSECTION - +-' •'°
6 5112"8 4°INTERSECTION ••C D \?.�
15 yr 16 SEE NOTE 5 ++F• O R t �
L��HORPLATE.
THRU VERT. 6 HORIZONTAL SECTION +SS��NA'�N���,
1 THRU SILUHEAD 5 1/2"8 5112'INTERSECTION
NLHOR THRU HORZ.MULL BAR THRU JAMBSEE NOTE 5 �^�
MULL ANCHOR PLATE.
9/26/2017
SEALANT BEHIND
FLANGE PRIOR 5 q NOTES: LUCAS A.TURNER,P.E.
TO ATTACHING FL PE#58201
TO MULLION 1. 3"$4"VERTICAL MULLS:SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 15 1239 JABARA AVE.
7 (CITY 2),AS SHOWN ABOVE. NORTH PORT,FL 34288
PH.941-380-1574
oillb2. 5112"VERTICAL MULL:SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 15,AS
SHOWN ABOVE,WITH CITY OF FASTENERS AS DETERMINED FROM DP CHARTS, SHEET DESCRIPTION:
SHEETS 2&3.
3. PRE-DRILLED HOLES(THRU HN CLIPS 1897,1898,OR 1899),BY THE INSTALLER, SECTION VIEWS
l 15 yr 16 SEE NOTE 5 MAY BE LOCATED AS NEEDED WHILE MAINTAINING AMINIMUM CLIP EDGE DISTANCE
OF 9132•AND A MINIMUM CENTER TO CENTER SPACING OF 112". DRAWN BY: DATE:
ADE 09/28/12
ILII 4.THE ABOVE SECTIONS APPLY N(ALL HORIZONTAL
TO-MULLBAR CONNECTIONS, DING 4: REV.:
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). THE FULL LENGTH
SEALANT BEHIND FLG. 6 MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-838 B
B HORIZONTAL SECTION PRIOR TO ATTACHING e VERTICAL SECTION SCALE:
-- -- -- - - TO-MULLION—- _-._5.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. SHEET_
6- 51/2"MUCL'BAR — --
6---5-112°MULL BAR-- - PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 12
60F9