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FL# FL13010-R10 I
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
i
Comments public comment;Does not comply w/2411.1.11&Remove proprietary note
.03/09/20
Archived M'
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@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 Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
i
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard I year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 1 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards i
Certified By
I
J
I
Product Approval Method Method 1 Option A
i
Date Submitted 01/28/2020
i
Date Validated 01/28/2020
Date Pending FBC Approval
Date Approved 02/06/2020
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R10 C CAC 138-1357 C1RO.odf
Approved for use outside HVHZ:Yes FL13010 RIO C CAC 138-1362 C1RO.pdf
Impact Resistant:Yes FL13010 R10 C CAC 138-562 C1R0.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2022
detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R10 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R10 AE EvalReport433D.pdf
Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R10 C CAC 138-261.pdf
Approved for use outside HVHZ:Yes FL13010 R10 C CAC 138-705.pdf
Impact Resistant:Yes FL13010 R10 C CAC 138-706.pdf
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp= +/-67.5 psf, Max.size 74 1/8"x 08/12/2022
72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions
complies to ASTM E1300-04. FL13010 R10 II CWS-510C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R10 AE EvalReport510C.pdf
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R10 C CAC CAR 138-258.pdf
Approved for use outside HVHZ:Yes FL13010 R10 C CAC CAR 138-481.pdf
Impact Resistant:Yes FL13010 R10 C CAC CAR 138-482.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R10 II CWS-373C.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R10 AE EvalReport373C.pd�
Created by Independent Third Party:Yes j
13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"
unit size- DP55,or 72"x 76"unit size-DP67.5 (DP65 outside
HVHZ)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 Rio C CAC 138-250 COR4.pdf i
Approved for use outside HVHZ:Yes FL13010 R10 C CAC 138-274 C1RO.pdf
Impact Resistant:Yes FL13010 RSO C CAC 138-730 C1R0.pdf
Design Pressure: N/A FL13010 RIO C CAC 138-739 C1RO.pdf
Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R10 C CAC CAR 138-1093.pdf
+/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R10 C CAC CAR 138-1320 e2.odf
pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R10 C CAC CAR 138-457.pdf
HVHZ,with max.glass daylight sizes as shown in CWS-159E FL13010 R10 C CAC CAR 138-465.pdf
Glass complies to ASTM E1300-04. FL13010 R10 C CAC CAR 138-534.pdf
Quality Assurance Contract Expiration Date
04/29/2021
Installation Instructions
FL13010 R10 II CWS-159E.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
PICTURE WINDOW - LARGE MISSILE IMPACT G NERAL NOTES:
OWN HEREIN IS DESIGNED AND MANUFACTURED V-(y[1'"goA•
WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAWWW CFLORI
34474
DEFINED IN ASTM E 1996 PER THE FBC.
491/4" 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
48" 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
IMPACT
451/8" 691/8" 4.DESIGN PRESSURE RATING:
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. Q Z Q Z�
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F -w p m w 0 p
—---———— —— I I INFILTRATION TEST PRESSURE AND GLASS TABLES z w ❑ Q O w
I I I I ASTM E-1300-04e01109. O ¢U) }O m3:m
LL I 771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z 2 Q�w 0 O
MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 m O 01-0 Z Q=I..Of
D.I,,,co a
73 1/4" I I FLANGE I I ANCHOR WINDLOAD FACTOR Cd=1.6 WAS USED FOR WOOD z (0 U z U
OVERALL I I HEIGHT I I } 4-W w 0 O=O Z
FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT D: O H F
HEIGHT I REQUIRED. H 3 O
I I 76" I I w oo�v}i0wU)w
I O I uN T I Q I 7.ALL FRAMES ARE FULLY WELDED. a ?=IL 0 �
72" HEIGHT O w F-O D-2
UMAXNIT I I I I B.SERIES!MODEL DESIGNATION PW-8300. a H a Lu�EL
w
HEIGHT I I I I I
731/8' I I 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
691/8- GLASS O=FIXED SASH.
GLASS I I B DLO I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR :0a5:��c't NSF'•:Q2''
DLO I 1 8 I I
LOCATION. �� No 58201 ":�?�
LL_
STATE OWZ-- -- -- ---------------- i�i�c+�s".LpR1�Q'C�\?;�
s A '•',4S��NA�
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
PORT,FL
11:45-04:00 NORTH PH.941-380-157434288
41380-574288
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES BELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2ANY 48��X 72 +/_55 PSF ADE 05/05/07
GLAZING DETAILS.................................3 _ ---- -
SECTION VIEWS.....................................4___ NON-HVHZ_ +/-65 PSF LARGE MISSILE IMPACT DWG#: V.: -
EXTRUSIONS&B.O.M.-...:.:..-...:...-..-5--= - - ��_ _- n CWS-159 R E
72 x 76 -- _ __ __
ANCHOR SCHEDULE 8 NOTES.........6-7 HVHZ +/-67.5 PSF - - - _-- ---___scALE:_ _ _ =SHEET
INSTALLATION DETAILS.......................8 1.20 1 OF 8
WINDOW SYSTEMS
4'MAX(TYP.) 6"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) 7 5/8"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX(TYP.)— SEE NOTE 2 OCALA,FLORIDA 34474
6"MAX(TYP.) WWW.CWS.CC
———————————————— ————————————————
I I I I 8300 PVC
I I I I
PICTURE WINDOW
7518" . I I MAX O.C. I I IMPACT
(TYP.)MAX I I I I
I I I I a z <Wo
F- ❑w0 ❑❑
INSTALLATION I I INSTALLATION ❑ Q U)Z}}O m m
ANCHOR(TYP.) ANCHOR(TYP.) LL �w Z��2 2
I O I I O I O OI=-OdQ=Om
O Um�Za Pin IL
I I I I a Ozocnzo 0
I I I I r Q;tow_=o_
I I I I < ���}� 0''
I I I I w LL mU)❑WfnW
I I I I
Of Z=D. of 0O U)
I I I I 0 Lu O a�w�
n a it D.
I I I I
-------------- --
.W rTGr��i
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) :� No 58201 •:�11
DP+/-65PSF DP+/-65PSF =*: *
ZIP% STATE OF
O�FS�.<•OR 10 P�j�c,�•
NOTES: e"a41811 it go%IONA 1EN���
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM 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 `�
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 8. 9/22/2017
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 # A AVE.1239 JABARA A
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 8. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7_.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 05/05/07
8.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. DWG n: REV.: -
- =SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY-OTHERS FSCALE:OLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:_ ____ _ —__ _ SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20O(FLANGE WINDOWS), FMA/W DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:20
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. �( SEE TABLE 1 BY OTHES SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE I I 1/4"MAX.SHIM WWW.CWS.CC
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 MIN.EMBEDMENT 8300 PVC
SEETABLEI INSTALLATION ANCHOR PICTURE WINDOW
PERIMETER SEALANT SEE TABLE 1
BYINSTALLER ❑ MIN.EMBEDMENT
INSIDE AND OUT oo SEE TABLE 1 IMPACT
SEALANT BEHIND �ln� 114"MAX.SHIM - �D ❑ Q w O
FLANGE BY INSTALLER �U( �LffLr Z Q �
❑ �� BYRINSTALR SEALANT cl
W Z O Z W Z
PERIMETER SEALANT INSIDE AND OUT U)—}O 0:Z—m
BY INSTALLER LL Fa-W Z F-�:g 2
INSIDE AND OUT INSTALLATION ANCHOR Z Z=m Q w W O O
SEE TABLE 1 O 0 F-O O Q=F,w
SEALANT BEHIND O O O F- D-F..O(-
FLANGE BY INSTALLER SEALANT BEHIND O Z—O Z Z I.-]O
FIN BY INSTALLER Z 001 Uj Z)O—
INSTALLATION ANCHOR HORIZONTAL SECTION C HORIZONTAL SECTION Q P Z=�0 O-Z
SEE TABLE 1 B TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE D: 3:QQ O F Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F5 wW Q W y W
Lo OJOF-
a
0 Wry w=�co
�
a F= D- oda
❑ 1/4"MAX.SHIM ���� P�DRBwITG���i
SEALANT BEHIND
FLANGE BY INSTALLER .
PERIMETER SEALANT
INSTALLER MIN.EMBEDMENT
IN
�ro * •2
SEE TABLE 1 S 9: STATE OF W S
INSIDE AND OUT :0
SUBSTRATE BY OTHERS SrONA,
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE ❑�n y
u 9/2/2
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITR TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"[TW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCOULTRACON V 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" Q6BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FRAME APPLICATION IS ACCEPTABLE PROVIDED:AND INCLUDING A BOX-
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILfI KWIK-FLEXOR R1N FULL THREAD UP TO AADE 05/05/07
7/16" -
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 'WG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
FLANGE_— 7/16"
1/8"-STEEL(33 KSI MIN:)---- -- --- DRILLING-SCREW- --- -----=THRU_0.125°__ —_ ___ - -PRODUCT ANCHORAGE-IS IN ACCORDANCE WITH REQUIREMENTS AS.__ SCALE: SHEET___--
FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8-OF 8