HomeMy WebLinkAboutProduct Approval Planning & Development Services Department
Building & Regulations Division
• Product Review Affidavit
Building Permit# Owners Name�i�"�- 3 Applicant: Ftc-{-tffv'i n r5,X-t C•.
Ij
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Desi n Pressure Number Tvoe
Windows i'S'G� Cl.c7 ; �-7-q �{• 1
Mullions
t
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection Jry -
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: -4 Signature: seal
Design Prof. Cert.No. Date:
i
By:Josh Alberico Quote#: 1460312/1
1201 S.W.BILTMORE STREET, PORT ST.LUCIE,FL 34983
Pb:772 873-0600 Fax:772 871-6377 Attention:josha@jbrexteriors.com
MR D , •
Iy�� �JCostPO#:Bwti ranqulia
Bill • • • -P ® d
Ship Date:3!32016
Job Name:email
Version 1
Item No.5 Qty:5
Model:610-SH Color. WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[CAM-L GK]'WHITE� 1 .- 18 A
FRAME,18 x16 Screen Dimensions -I,
LOW E 366,Insulated,FLANGE �, / u
ROLL FORMED Half Screen / ] f ' TIP:52 3/4 x 501/2 ;81 A
SCREEN ACTUAL:511@x491/4 t'
AAMA Std.Gold Labeling
FPA#17234.1,WHITE r� '
DOES NOT MEET EGRESS, �®,r TPP Y; = 52.7�3U
.61 O-SH-NFRC Rating: X00 X00
Item No.6 Qty:1
Model:620-XX Color: WHITE
Desc:620 Series New Construction Horizontal Slider-XX DP:+50L-50,-[FLANGE],
[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions -o
LOW E 366,Insulated,FLANGE [8:a [S-A
EXTRUDED Full Screen DLO:72 5/8 x 37
SCREEN TIP:737/8 x 381/4
i.CT't Al 1V 7Z,C;25C
ACTUAL:72 518 x 3777 1
AAMA Std.Gold Labeling ` [' ' - 7' �`
FPA#17355.3,WHITE ®%
Clr.Opng.MEETS EGRESS, [j/ NEW
"/
0.
Item No.7 Qty:1
Desc:,,
Dimensions
mw..
2/11/16 9:01:33AM Page 2 of 3
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piGrid3 IDeDart ner1tq BUS Home i Log In i User Regist ation Hot Fopics i Submit Surcharge Stats&Facts Publications : FBC Stair ; BCIS Site Map Links : Search
Business jji� s
PrQfessibal ;.' !ySEDa Pctrdppraval
Regulation
Product Aunroval Menu>Product or Anolication Search>Application List>Application Detail
FL.# FL17234-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
9i Evaluation Report-Hardcopy Received
Florida Engineer or Architect[Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17234 R1 COI EvalRep CWS-935A(SH-610,NIl odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Cade
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvOOnGQvtVmPaT... 12/11/2015
rivnua Dunuing uoue unime Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/12/2015
Date Pending FBC Approval 04/16/2015
Date Approved , 06/22/2015
Summary of Products
FL# Model,Number or Name Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17234 R1 11 CWS-935A(SH-610, NI).pd
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner PE-58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other:SH-610,Max.size 53 1/8"x 76",Fin,Flange,DP FL17234 R1 AE Eva[Rep CWS-935A(SH-610,NI).Ddf
+50/-50 PSF.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes
F-Till r-___1
Contact Us::1940 No Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cogyright 2007-2013 Sate of Florida.::Privacy Statement::Accessibility Statement::Refund Statemen
Under Florida law,email addresses are public reoDrds.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 85D.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 emalls 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 didc jjere_.
Product Approval Accepts-
59 99 IRE,
https://floridabuilding.org/Dr/Pr app dtl.aspx?param=wGEVXQwtDqvOQpGQvtVmPaT... 12/11/2015
6"MAX.(TYP.)---� MIDPOINT 4"MAX.(TYP.)-y 8"MAX.O.C.(TYP.) 6"MAX.(TYP.) �
6"MAX.(TYP.) SEE NOTE 2 4"MAX•(TYP.) I Sri EE NOTE 2 6"MAX.(TYP.) SEE NOTE 2 WINDOW SYSTEMS
1800 SW 44TWAVE.
WWW.CWS.CCA34474
g" _J1
(TY10 PVC MAX..O.C.
(TY
O P) O
141/2" 141/2" O SINGLE HUNG
MAX.O.C. MAX.O.C.
(TYP.) 1 / / (TYP.) 1 / NON-IMPACT
INSTALLATION
/ / / INSTALLATION
3"(TYP) ANCHORS(TYP.) ANCHORS(TYP) ]_ttfn ui
3"(TYP.) " o O
INSTALLATION j� }
ANCHORS(TYP.) w m
o
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(PINI ANCHOR LAYOUT-(FLANGE) w ¢
OVER 37"UNIT WIDTH ALL SIZES 37'UNIT WIDTH AND UNDER a d
[NO SILL ANCHORS REQUIRED) [NO SILL ANCHORS REQUIRED) Q
U
o m
W
j O
Q 0Z
- ����unrrurrr
No 58201 •'�P
=-os tie:
NOTES: y90 STATE OF
tu
p
. '.. '2��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. "y� •4 OR to
2SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 10 '9
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE SHEET DESCRIPTION:
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 A
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:25 50F6
MIN.EMBEDM SUBSTRATE
I OTHk RS
TYPICAL HEAD ANCHORAGE SEE TABLE I �23YEETA LE I WINDOW SYSTEMS
1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. 1900 SW 44?H AVE.
SEE TABLE 1 SEE TABLE I BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS IW MAX.SHIM WWW.CWS.Cc
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE I
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE I INSTALLATION ANCHOR 610 PVC
BYINSTALLER SEE TABLE I SINGLE HUNG
INSIDE AND OUT MIN,EMBEDMENT
SEALANT BEHIND c: 114,MAX.SHIM SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER I
PERIMETER SEALANT i:z
PERIMETER SEALANT 'BYINSTALLER
BYINSTALLER INSIDE AND OUT -1 I_I- t
INSIDE AND OUT INSTALLATION ANCHOR
SEE TABLE I
SEALANT BEHIND I I I I _1
FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER z
INSTALLATION ANCHOR 0
SEE TABLE 1 rB__� HORIZONTAL SECTION HORIZONTAL SECTION
TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
0 X
CONTINUOUS DEL 1/4"BEAD OF SEALANT
AROUND PERIMETER @ ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
0
z
SEALANT BEHIND 1/4'MAX.SHIM `I
FLANGE BY INSTALLER
,��ORE W
PERIMETER SEALANT
BYINSTALLEA
INSIDE AND OUT No 58201 �3
SUBSTRATE BY OTHERS
SEE TABLE 1 TION Z :O:z
VERTICAL SEC s .: Z
TYPICAL SILL ANCHORAGE
X SHIM
M
S
I
EN
ET
E
AD B
G
ElIMETER SEA
Y T L E
13 VIN A R
rE
P S L
INSIDE r D CUT
T
AR UND'
POINTS Z
BY'NSTAI
OF 4L,
NO SILL ANCHORS REQUIRED 10 it
4/312015
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE S. ANCHOR-T-YPE_ MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE---C0NCRETE-(2&KSIlMIN.`) 1-1/8',
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE-—HOLLOW,OR-GROUT-FILLED-CMUA-1.'L7 P-Cf-MIN
NORTH PORT,FIL 34288
2- BYINSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/1611 ELCO ULTRACON 1. INSIDE AND OUT PH.941-380-1574
f D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C410) 3/16"ELCO ULTRACON 1-1/4" 2-1/Z' BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMES FOR BOX INSTALLATION INSTALLATION DETAILS
08 ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.06D-)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULLTHREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 08/09/14
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uw-G#
IIWALUM.(6063-75 MIN.)08 #10 GRADE 5 SELF-TAPPING FULLTHREAD
61, 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.12 -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE�
FR-N 2X MIN.SOUTHERN PINE(G=0.55) mo WOOD SCREW 1-1/2" T-----/2---_l SHOWN FOR FLANGE WINDOWS.
I � 1:2
Florida Building Code Online Page 1 of 3
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Flofida Departs ientq SCIS Home i Log In { User Registration Hot Topla j Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site htap Links 1 Search
Business,'(Lr)
Professibrral ` ►ProductlApproval
Regulation
Product Aooroval Menu>Product or Application Search>Application List>Application Detall
FL# FL5777-R4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Mullions
Compliance Method, Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
r. Validation Checklist-Hardcopy Received
Certificate of Independence FL5777 R4 COI EvalRep CWS-244B(3 in Mull,NI).odf
I
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-06 2006
AAMA/WDMA/CSA 101/I.S.2/A440 2005
TAS 202 1994
Equivalence of Product Standards
Certified By
hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsD/o2bZljLJBT... 7/24/2015
Florida Building Code Onlfii6 Page 2 of J
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved
06/23/2015
Summary of Products
FL# Model,Number or Name Description
5777.1
Adjustable(Angled)Mull Adjustable Mullion for Alum.and PVC Windows.
Limits of Use i Installation Instructions
Approved for use in HVHZ:No FL5777 R4 II CWS-243B(Adi Mull,NI).odf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Not for use in HVHZ.See IqD-P�Feft v luation FL5777 R4 AE EvalReo CWS-2436(Adi Mull,NI).Pdf
( v
Report for complete list of Limit n5andCondiions.l' Created by Independent Third Party:Yes
drio
nd
to FK�a
Conditions.
del-
5777.2 -1758 Mull Bar 3"Mull Bar for PVC Windows.
1;10S
Limits of Use Installation Instructions
in V
0
Approved for u HZ:Yes FL5777 R4 TI CWS-430B(3 in Mull,NI).i)df
s in V
Approved for u o tside HVHZ.Yes Verified By:Lucas A.Turner 58201
Impact Resist nt: o Created by Independent Third Party:Yes
Design Press; re: /A Evaluation Reports
,p
. r�
Other:See M Hip Product Evaluation Repo or complete FL5777 R4 AE EvalReo CWS-4308(3 in Mull,NI).T)df
list of Limitatio sl d Conditions of Use. Created by Independent Third Party:Yes
!i
5777.3 I Bar 4"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ.-Yes FL5777 R4 11 CWS-431B(4 in Mull,NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party*Yes
Design Pressure-N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete FL5777. R4 AE EvalReo CWS-431B.(4 in Mull,NI).i)df
list of Limitations�and Conditions of Use. Created by Independent Third Party,Yes
5777.4 '60 Mull Bar 5 1/2"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R4 11 CWS-4328(5 in Mull,NII.I)df
Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner 58201
Impact Resistaint-No Created by Independent Third Party:Yes
Design Pressure.N/A Evaluation.Reports
Other:See Mullion Product Evaluation Report for complete FL5777 R4 AE EvalReo CWS-432B(5 in Mull,NI).odf
list of Limitations'l and Conditions of Use. Created by Independent Third Party:Yes
5777.5 CWS-1950 Mull Bar 2"Mull Bar for Aluminum Windows.
Limits of Use i
I Installation Instructions
Approved for use In HVHZ:No FL5777 R4 II CWS-245B f2 in Mull,NI).Pd
Approved for use outside HVHZ-Yes Verified By: Lucas A.Turner 58201
Impact Resistant.No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A Evaluation Reports
Other.Not for use in HVHZ;See Mullion Product Evaluation FL5777 R4 AE EvalRep CWS-2456(2 in Mull.-NI).Pdf
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.6 CWS-1952 Mull Bar 3"Mull Bar for Aluminum Windows.
Limits of Use i Installation Instructions
Approved for use In HVHZ:No FL5777 R4 11 CWS-244B(3 in Mull,NI).Pdf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/AJ-N/A Evaluation Reports
Other:Not for use in HVHZ;See Mullion Product Evaluation FL5777 R4 AE EvalReo CWS-2448(3 in Mull.NI).odf
Report for complete list of Limitations and Conditions of Use. , Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone-850-487-1824
httl)s://www.floridabuilding.org/pr/pr�_app__Atl.aspx?param=wGEVXQwtDqs%2bZljLJBT... 7/24/2015
GENERAL NOTES: (/ �/7(�Vy�}®�•�j�
311 PVC MULL BAR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WPINDI�Od�1WSYSTEMSL�`(l�l/J�
SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING HVHZ 1900 SW 44TH AVE.-
2.
VE`2.CONFIGURATIONS(SEE SHEET 2):VERTICAL OR HORIZONTAL. O W W,FLORIDA 34474
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH.
(REFER TO SHEETS 2-3) .311 PVC
——-- ---—— — — 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE MULL BAR
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. KION-IMPACT
O j 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS
REQUIRED IN WIND BORNE DEBRIS REGION. 12
n W
6..DESIGN PRESSURE OF MULLED_UNITS SHALL BE.CONTROLLED BY THE LESSER_ ~
DESIGN PRESSURE OF THE MULLION OHE INDIVIDUAL WINDOW UNITS.- _ '_ o' T
ANCHOR CLIP — — - -_ - ANCHOR CLIP 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w ww- m
APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE
j 6 II II I APPROVAL, U L) z
8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY um fn` O
e 0 I I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY N Z
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, N¢ ¢ W
BUILDING OWNER OR CONTRACTOR. w LU
II
IL (L
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS cc
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a a
CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR ? wo
X I I X I I ( EXTRUDED ALUMINUM.
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE m < z
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS yl/lr/rrrrr
I Q I Q I I Q I SHOWN HERE IN. , �NoRE�y TGr���
O F E D 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. P
��•G
ANCHOR CLIP �•��O E N SF• Qy4�
10 10 9 e VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. No 56201 ••'��
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY ^ o= c =
Lucas A.Turner "�P' sTATE OF
ANCHOR CLIP 2015-04-28 ,��iO��•''c,<O q t C}P'.-4-
10:41-04:00
rrrrrl/llrlyyy
00
4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
x I I X I SHEET DESCRIPTION:
/� I I I GENERAL NOTES AND
TABLE OF CONTENTS 4 4 ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 - - DRAWN BY: DATE:
DP CHARTS.................................................2-3 RS 04/13/09
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
DWG N: REV.:
EXTRUSIONS................................................5
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-430 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY scA E: SHEET
INSTALLATION DETAILS..........................9.10
1:25 1 OF 10
—DESIGN PRESSURE C AR PSF)FO O -IMPACT ALUM NUM 3"MULLION -1758,HonizoNTALoR VeNTICAL,WITH 1522 or 1767 CLIPS USiNG FOUR 4)#10 SCRE S
INTO WOOD or METAL,3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT-FILLED BLOCK REQUIRES FOUR(4) ��® '
1/4"ELCO ULTRACON WITH THE 1767 CLIP. WINDOW SYSTEMS
OPENING WIDTH(In.) 1900 SW 44TH AVE`
39 45 51 1 57 63 1 69 75 1 81 87 1 93 99 1063/8 114 120 132 144 OCALA,FLORIDA 34474
37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 www.Cws.Cc
423/4 120 120 120 120 120 120 120 113 106 99 94 88 82 78 71 66
483/4 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 3"PVC
53 1/8 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 MULL BAR
57 120 120 120 112 103 95 88 82 77 73 69 64 60 58 53 49 NONIMPACT
63 120 120 110 100 92 85 79 74 69 65 62 58 54 52 47 44
663/4 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41
72 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 I: 1n Iii
z1 � ~
H 7 fi_.. 103 9D 81 73_ 67.. - 61_._ -- 56-._.. _. 52. _._ 49_ .46 ... ..43..... 40,.___ ._. 37 36 32 _30._.... ¢
c7 80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 LLT
Z
w 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 w Iw- m
J
J 911 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 w
.i 9(, 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 0 0 z
102 42 37 33 29 27 25 23 21 20 19 18 i6 15 15 e o rn
1063/8 37 32 29 26 24 22 20 19 18 17 16 15
114 30 26 23 21 19 17 16 15 - - - - Q
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120 26 22 20 18 16 15 - w w a¢
12fi 22 19 17 15 - - - CD
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132 19 17 15
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138 17 15 - - - - - - - - m ¢ z
DP CHART IS FOR: ti„r11110+++r
NON-IMPACT 3”MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END):
PNOREW TL,'i
1522 or 1767 CLIPS z��•�'P'.��G�NSF
-(4)#10 SCREWS INTO WOOD or METAL Zv No 58201 '�13
-(4)3/16°ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
1767 CLIPS
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK '9 STATE OF :�
�
0�0� kr.FS�4 0 R IOP'•���•
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TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION
VERTICAL MULLION VERTICAL MULLION VE AL LLION VE CAL MULLION 4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
w 1239 JABARA AVE,
NORTH PORT,FL 34288
= O O i ISINGLE1 PH.941-380-1574
TWIN I 6HEECRIPTIGN:
\ o I UNITS I 2 or 767CLIP
�BELOW� ANCHORS
DATE:
OPENING SIZE--I �i OPENING SIZE F^ Fes— ENING SIZE ENI G SIZE F-- F-— MULL LENGTH--i 04/13/09
REV.:
CWS-430 B
.ALE: SHEET
1:1 2 OF 10
DESIGN RESS RE CHR (PS FOR O - ACT UM 3"M L ION -1758,HORIZOR'rALF)k VERTICAL,WITH 1767 CLIPS USING SI (6)P10 SCREWS NTOQOD or
METAL,3/16"ITW TAPCONS or ELCO TAPCONS WITH WASHERS PER EACH END OF MULLION. HOLLOW or GROUT-FILLED BLOCK REQUIRE SIX(6)1/4"ELCO ULTRACONS
WITH THE 1767 CLIP. WINDOW SYSTEMSl�lLGIj
OPENING WIDTH(111. 1900 SW 44TH AVE.'
39 45 51 57 63 69 75 1 81 87 93 99 106 3/8 114 120 132 144 OCALA,FLORIDA 34474
37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 WWW.CWS.CC
423/4 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106
483/4 120 120 120 120 120 120 120 120 120 120 120 120 i15 110 100 92 3"PVC
531/8 120 120 120 120 120 120 120 120 120 120 119 112 105 100 91 84 MULL BAR
57 120 1 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 �C����P/8eC T
63 120 120 120 120 118 108 99 92 86 80 76 70 66 63 57 52
663/4 120 120 120 109 99 1 91 83 77 72 68 64 1 59 55 53 48 44
v 72 120 107 95 86 79 1 72 66 62 57 54 51 1 47 44 42 38 35 "' r
- . ...
nj 7(i_ 103" 81 :73... 67-- 61. 5$. . 49_._ 46 - 43 � 40_ 37 .3fi_ 32 _3Q.
80
88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 9 � m
w 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 g w y
d 90 62 1 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 w f__
m
m 96 51 44 39 35 32 30 28 1 26 24 23 21 20 18 18 16 - cr o z
102 42 37 33 29 27 25 23 21 20 19 18 16 15 - O
106 3/8 37 32 29 26 24 22 20 19 18 17 16 - -
114 30 26 23 21 19 17 16 15 - - - - - - w OLU
120 26 22 20 18 16 - a o �
126 22 19 17 15
132 19 1 17o
- - - - - - - - - -
138 17 - - • -
DP CHART IS FOR: ro ¢ z
NON-IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): N
1787 CLIPS `01 rte:ai0ENs.,Irf�'.
-(6)#10 SCREWS INTO WOOD or METAL y.JO:•44.
.(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD :vNo 58201
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK
:9• STATE
10 %
ONA
TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
N 1239 JABARA AVE.
z NORTH PORT,FL 34288
Z Z ' E`TWINPH.941-380-1574
OR SHEET DESCRIPT CN:
J J p ITRIPLEI DP CHART
UNITS 1767 CLIP
1 t�t 1 �BELOW� 6 ANCHORS
I I I I DRAWN BY: DATE:
OPENING SIZE----{ - ! OPENING SIZE OPENING SIZE--i ►i OPENING SIZE MULL LENGTH RS 04/13/09
DWG#: REV.:
GWS-430 8
SCALE: SHEET
1:1 3 OF 10
ITEM PART# DESCRIPTION
"T"MULLBAR CLIP "L"MUILLBAR C
1 H-1758 1318 x 3"MULLION TUBE FRAME OPENING (F-1522-XXX) (F-1767-XXX)
2 910 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) NEW F-1522-013 F-1 767-001
3 #10 x 1 1/2',-PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
*m
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 _ 1900 SW 44TH AVE.-
6 S.1522 RETRO FIT MULL ANCHOR CLIP FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
7 S-1897 MULLION CUP RETRO F-1522-013 F-1767.004(L&R) WWW.CWS.Cc
8 1 ISEALANT
9 S-1895 DRIP CAP BOX NEW [NOT RECOMMENDED F-1767-001
10 S.1896 FLANGE ADAPTER RETRO F-1522-006 F-1767-001 3"PVC
I I S.6018 MULLION INTERIOR COVER MULL BAR
13 P-3486 MULL BARCAPNON-IMPACT
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD
17 F-1767-004L L-ANGLE3'-MULLCLIP,FIN,LEFT- 6i
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT
19 1#10 HEXWTSHER HE—AD TEK SCREW
-USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT m I--w 5:
w co
0 z
1/2" 0
13141-1 11/16' 17/16"
112"
it 7/16" 09 cc
1 1/4. ZUE a. Q.
i_pI cr
CL
1/16* DRIP GAP 8.1895 1 13/116' 11 15/16")
COVER S-6018 FLANGE ADAPTER S-1896 113/16, 3/8.
MULLION INTERIOR T 31116" U)
6.
2 7/16'
4 118"
T_ z
0 114"(TYP)
318 0 gAORE W
TOP VIEW 27/16" I15/16' 12 1/4"7
2 13116" No 58201 I.-A
&
21118"—* W Z-gt Z :
=s-e
13/4' 1 3181, V STATE OF
L73116" 118"
3"MULLBAR H-1758 .........
2 3116" 1
.1897 —Ila" %Agi,mw
MULLION CLIP S L IZ5:�e.
47/8 4/27/2015
2114" LUCAS A.TURNER,P.E.
F-1 522-006 FL PE#58201
L 01N. I
�p 4 0
F_ RETRO FLANGE CLIP 1239 JABARA AVE,
L NORTH PORT.FL 34288
PH.941-380-1574
4 SHEET DESCRIPTICN:
—
F-1522 013
/ NEW CONSTRUCTION!FIN INSTALLATION BOM AND EXTRUSIONS
A4SCORE,BEND AND BREAK -1/
TO REMOVE FIN FOR FRAME DRAWN BY: DATE:
ATTACHEMENT TO MULL BAR - RS 04/13/09
DETAIL A
TYP.FIN FRAME 3:1 D_N: RE—V..
CWS-430 B
rc—ALF* SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
1:2 4
MULLBAR CLIP "L"MULLBAR CLIP
FRAMETYPE OPENING (F-1522-XXX) (F-1767-XXX)
NEW F-1522-013 F-1 767-001
RTO
NOTE:IF USING CLIPS WHICH REO.FOUR(4)ANCHORS PER END REFER RETRO F-1522-006 F-1767-001 FLANGE WINDOW SYSTEMS
_ 1900 SW 44TH AVE,-
SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WITH ANY OTHER I NEW F-1522-013 F-1767.004(L& OCALA,FLORIDA 34474
HOLE AS REQ'D PER EDGE DISTANCE. FIN _ WWW.CWS.CC
RETRO F-1522-013 F-1767-004(L&F)
BOX NEW NOT RECOMMENDED F-1767-001
RETRO F-1522-006 F-1767-001 311 PVC
MULLBAR
NON-IMPACT
'uj
I-_ in
2 3/4" 2114"— c/)
0 0 z
0
1 5/8* (2 314) 2 7/16' 5 cr
a. 5.
L a < 0
cr
318,(2)) CL Cc,
7116-THRU(TYR) I/W THRU(TYR)
L 1/2*
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1/4'(TYP)
7116'(TYP) 40.RE
N
3/8"
3/8
CD ' Z-4: No 58201
f
5/8" (2 314") 15/8" I ::-a,
%-53'. STATE OF: 41J Z'
0 4(j:.N
0 R 10 N
...........
1011101110%
112" i 6 7/8' 4/2712016
_lW4 U LUCAS A.TURNER,P.E.
"L"ANGLE 3"STANDARD MULL CLIP-F-1767.001 FL PE#58201
1239 JABARA AVE,
-1767-004L "L'ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574
'L"ANGLE 3"MULL CLIP,FIN(LEFT)F NORTH PORT,FL 34288
OUTSIDE
SHEET—DESCRIPTION:
EXTRUSIONS
DRAWN BY: DATE:
Rs 04/13/09
DWG 4: REV.:
GWS-430 B
SCALE: SHEET
1:2
5 OF10
1900 SW 44TH AVE.*
OCALA,FLORIDA 34474
WWW.cwS.CC
3"PVC
SEAL BEHIND FLANGE SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL MULL BAR
PRIOR TO ATTACHING PRIOR TO ATTACHING LENGTH OF WINDOW FRAME NON-IMPACT
TO MULLION GROOVE PRIOR TO ATTACHING
ILL
ME
TO MULLION 2 'D
A
COVIER
9 9 .41
17-1rz
FIN MUST BE REMOVE a
OR01
OR
WHERE WINDOWS
CONNECT TO MULL LL
So
I_ co
z
0
cc
HORIZONTAL MULL BAR SECTION HORIZONTAL AR SECTION q)VElXlTl IJHORIZONTAL MULL BAR SECTION
T M LB R
FLANGE FRAME WINDOW FRAME WINDOW CL
'R W __ a a.
RION FRAMLE ANUDOW C5
ir
C.)
18' 0 U)
fl. IL
APPLY SEALANT ALONG FULL
11 1 2 LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIPa. ..........
ADAPTOR
FIN MUST BE REMOVED
WHERE WINDOWS 1 i9 STATE OF ��Iw
CONNECT TO MULL
0 ni
DETAIL A
SEAL BEHIND FLANGE 10 (SEE D 4/27/2015
SEAL BEHIND FLANGE 1 (SEE DETAIL B) PRIOR TO ATTACHING DETAIL 8) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING FLANGE 1239 JABARA AVE,
ADAPTOR NORTH PORT,FL 34288
MULL BAR SECTION VERTICAL MULL BAR SECTION PH.941-389-1574
'U
U)BORAMEWINDOW HN FRAME WINDOW SHEET DESCRIPTIUM—.
L SECTION VIEWS
MULLS
DRAWN BY: DATE:
RS 04/13/09
10 DWG#: —HE
DETAIL B GWS-430 B
SCALE.—___9MEET
1:2 6 OF 10