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Product Approval Menu>Product or Aoolicadon Search>Application List>Application Detail JUN 0 ,9
•� a � FL# FL13010-R4 PER."Al T TjfgG
St. LUCie
Application Type Revision Cotlnt\l PL
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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 Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
WE Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards i
Certified By
http://vvww.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vr... 6/2/2017
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 11/19/2015
Date Validated 11/23/2015
Date Pending PP FBC Approval
Date Approved 11/23/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1357.pdf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1362.odf
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-562.odf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019
detail for DPs. Large Missile Impact.In HVHZ may only be Installation Instructions
used up to 30ft above grade.Glass complies to ASTM FL13010 R4 II CWS-433C(PW-8150.72x76.IMP).odf
E1300-04. Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R4 AE EvalRep CWS-433C(PW-8150,72x76.
IMP), df
FL13010 R4 AE Kuraray PVB NOA 14-0916 10.1?df
FL13010 R4 AE Kurarav SGP NOA 14-0916 11:pdf
FL13010 R4 AE Quanex(Mikron)NOA 12-1017 02.odf
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 R4 C CAC CAR 138-261e2.odf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-705e2.pdf
Impact Resistant:Yes FL1.3010 R4 C CAC CAR 138-706e2.ndf
Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date
Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" 08/12/2019
x 72".Outer lite must be safety glass above 30 ft.in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R4 IT CWS-510B(PW-8150,CONTHDSL
IMP). df
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf
FL13010 R4 AE EvalRep CWS-510B(PW-8150,
CONTHDSL.IMP).odf
FL13010 R4 AE Quanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-258e2.pdf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-481e2.Ddf
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-482e2.pdf
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48",DP=+/-70 psf. Large 04/09/2019
Missile Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R4 II CWS-373B(PW-8300. 120x48.IMP).pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010 R4 AE DuPont SSCP NOA 11-0624 02-odf
FL13010 R4 AE EvalRep CWS-3738(PW-8300, 120x48
IMP).odf
FL13010 R4 AE Ouanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1320.odf
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-250eZadf
Design Pressure:N/A FL13010 R4 C CAC CAR 138-274e2.pdf
Other: Large Missile Impact,See Installation Drawings for FL13010 R4 C CAC CAR 138-457e2.pdf
Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R4 C CAC CAR 138-465e3.pdf
ft.in HVHZ.Glass complies to ASTM E1300-04. ELL3010 R4 C CAC CAR 138-534.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vr... 6/2/2017
Florida Building Code Online Page 3 of 3
FL13010 R4 C CAC CAR 138-730e2.pdf
FL1.3010 R4 C CAC CAR 138-739e2.2df
Quality Assurance Contract Expiration Date
04/29/2018
Installation Instructions
FL13010 R4 II CWS-159D(PW-8300.72x76.IMPM)df
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf
FL13010 R4 AE DuPont SGP NOA 11-0624 02.)d
FL13010 R4 AE EvaiRep CWS-159D(PW-8300.72x76.
IMP). df
FL13010 R4 AE Quanex(Mikron)NOA 12-1017 02.pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 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 emaiis 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 whichcanbe made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click h.ce-.
Product Approval Accepts:
Credit t6rd
Safe
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r
- ------------- ------ __ ...-- --- ------ - - ._._.._. ........ _..-.--- --------- -- - _ _..---- -- ...--
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: omeom.0
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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 E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W ALA,FLORIDAFL RI34474
cC
DEFINED INASTM E 1996 PER THE FBG.
49-114" 731/4"� 2.GLAZING.OPTIONS:(SEE SHEET:3)MAX.MAX.OVERALLFLANGEWIDTH MAX:OVERALL FLANGE WIDTH 8300 PVC
_ ______ 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE
MAX UNIT WIDTH C' MAX.UNIT WIDTH _ -� NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW
45 1/8" 69118" 4.DESIGN PRESSURE RATING: IMPACT
GLASS,DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
-----
-- ———— GLASS TABLES ASTM E-1300-04.A n:<r m
I I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o
w
INFILTRATION TEST PRESSURE AND GLASS TABLES
I I I I I ASTM E-1300.04. o r o ❑':,
771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w o o
I I MAX. IN THE DESIGN.OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR _ w ¢I¢ m
VERAL
73 1!4' I I �LANGEL ! I _ - - (. DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
MAX. I I HEIGHT I I ANCHOR CALCULATIONS.. m -r° L3 I
OVERALL
FLANGE B I I I B ! '.I I
S.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT t:LL
HEIGHT I I I REQUIRED.76 ¢ 1 w Z j W
o:- o
72' I I UMAX.N I I o,� o
O I 7.ALL FRAMES ARE FULLY WELDED. ° z ° a a
MAX. I I HEIGHT
UNIT I I I I I B.SERIES/MODEL DESIGNATION PW-8300. o I o o l o w
IL
HEIGHT73lI 9.THEDESIGNATION X AND O STAND FOR THE FOLLOWING: m'
69 118" I I I GLASS I i O=FIXED SASH.
GLASS e z
10.SECTION CALLOUTS APPLYTO ALL ELEVATIONS INA SIMILAR
DLO I - - 1' B I I - qkt11u 1111/
LOCATION. *%OWDRElyrT�i,�
` G
I I I I I S.y,C S r,sF•.�ti-r.
I ! I s I I No 58201 ':A�%
A. - Lucas A.Turner roa
,
—— A 2015-04-11 10STATE OF W��
15:04-04:00 '�,T''.A'<013
/ONA. N`,`�`�
zz
4/11/2015
LUCAS A.TURNER,P.E.—
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
GENERAL NOTES AND
TABLE OF CONTENTS
_ ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
DRAWN BY: '6ATE:
GLAZING DETAILS.........................:.....3 ANY 48"X 72" +/-55 PSF ADE 05/05/07
SECTIONVIEWS .:..... •• ••••45wdn:FRET:
EXTRUSIONS&B.O.M NON-
.....5 +/- 65 PSF LARGE MISSILE IMPACT CWS-159 D
72"x 76"
ANCHOR SCHEDULE&NOTES .....6-7 HVHVHZ HZ +/- 67.5 PSF SCALE: !
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
naw®UU(y•
WINDOW SYSTEMS
\1` 1900 SW 44TH AVE.
WWWAFLORI A34474
8300 PVC
t ! PICTURE WINDOW
IMPACT
FULL ELLIPSE P'OVAL'9
FULL CIRCLE
c� oc� nai
TOMBSTONE
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wl2 ❑ o r!
rlwaj¢ ml
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�G'••b F j s
TRAPEZOID J No 58201 :'P
_ 9 STATE OF w
1.0% 0 R 1 a P G\�46;`
NOTES:
\ 1 SEE SHEETS 6&7 FOR DETAILED ANCHORINSTALLATION REQUIREMENTS.
2 THRU FRAME•MASONRY WOOD OR METAL OPENING. 4/11/2015
t. THRU FIN-WOOD OPENING.
\ LUCAS A.TURNER,P.E.
1
I 3.OVERALL SIZE MUST NOT EXCEED THE MAX.W IOTFI AND HEIGHT OF FL PE#58201
1239 JABARA AVE.
i RECTANGULAR WINDOWS ON SHEET 1.
NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SN �TYS S�q(h1Y 5N
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLEARCHITECTURAL SHAPES
--..-..N8--Y:--... .-DATE:. —--..- .. -
' DRAW :
ADE 05/05/07
DWG 6; IREV.:
CWS-159 D
scaiS: SHEET
1:1 20F8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W WW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Ln i vcorT —
1
LLY w1u1
w:� D0I
I-OVERALL 1"OVERALL F- LU <�<.m
z o i(A
—3'16"ANNEALED or TEMPERED: - - 'rte- —3116"HEAT STRENGTH or TEMPERED U i o O' s z
m..� m(
- 1/2"AIRSPACEf 3/8"AIRSPACE' m LL t r(1)
a.. o
---•5116"LAMINATED 1 — —7(16"LAMI GLASS ¢ w ¢Ii pw
wio w(m (r
- 118"ANNEALED ' 3116'HEAT STRENGTH o o I iL n~-.i
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—.090 DUPONT PVB INTERLAYER. r .090 SENTRY GLASS IONOPLAST INTERLAYER oa o I a
118"ANNEALED -}{ 3116'HEAT STRENGTH � I p
PURFECT GLAZE"H" ' s PURFECT GLAZE"H" o U m l¢ Z
SIKAFLE.X'552 SIKAFLEX552 _ ,``,,�,0OREoll,l
10 112'GLASS SITE 10 112"GLASS BRE `.�VR;�,1C E A 3�c•.;Qy��,,
_
7� No 58201
STATE OF
a
GLASS TYPE A GLASS TYPE B
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201-
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
97Hrg b950Ftipri'SF1:—`---
GLAZING DETAILS
GLASS MAX SIZE
DRAWN OY: :DATE1
TYPE W X H ADE 05/05107
DP +/-55 A 48 X72 DWG q:
CWS-159 D
DP+/-67.5 B 72 X76 SCALE: SHEET
1:1 30F8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W WW.CWS.CC
INTERIOR - ......
—
6 8300 PVC
(s 9 `s PICTURE WINDOW
IMPACT
--� a778I-aI� .
o
.. �'.. . .. mS� W
W'N O�O F'-.-
10
I LL O ❑j
W!Y W W
W;m C310�10>-I
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INTERIOR
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.•' No 58201 '��
s '9Q; STATE OF Wim.`
i ,r
El
O A.TURN` O LUCAS A.TURNER,P.E.
—— FL PE q 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
� PH.941-380-1574
lJ 8� SNf l T CSr SbiilptlbT7---
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME
ADE 05/05/07
DWG N: :REV.:
CWS'-159 D
8QA E: SHEET
1:1.33 s 40F8
PARTS LIST FRAME CORNER'CONSTRUCTION aa5L4om.
0
ITEM. PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS
1 H-60068 FRAME; PW, MAIN, HEAD MIKRON PVC
1900 SW 44TH AVE,
2 H;6006B FRAME;PW, MAIN, SILL MIKRON OCALA,FLORIDA 34474
PVC; WWW.CW$.GC ,
3 H-6006B FRAME, PW, MAIN, L..JAMB MIKRON PVC `
4 H-60066. FRAME, PW, MAIN, R. JAMB MIKRON PVC
CORNER WELD(ALL SIDES) 8300 PVC
5 J-H-6006A FRAME; PW, MAIN, FIN MIKRON PVC SCALE 1,8 PICTURE WINDOW
6 'P=3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK,;.85 DUR,; 1/8"X 5/8"x 2" LG,- FRANK LOWE RUBBER _
8 PURFECTGLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE` 'o a
9 P-3752 CAP PLUG,9/2" HOLE M&M' SILICONE w
m N O O F-`
cs:o clln ¢;
10 . S-6064 GLZ- BE., FXD. (1"O.A. I.G.) MIKRON PVC
Il. GLASS ISEE SHEET 3LLY w Lou
o >
rjw ¢1¢ m
0 o LL�x yZ
........ ........................ .........31/8 ........ .... 3118
O ❑' N:¢ Nw z.W
m w lz Qiw
Q
WjU W
of a d
1 2 3 4 5 Lu I
w
oio 0 o w
1/16 .� --1116"
oUm4Z;
2 718f1�N41rt,rr-
y: No
1 1/2"
PVC FRAME FLANGE-:H-60068 1 �'
STATE t5F /�vU
PVC FRAME FIN-H-6006A 411091t 11°'��`+`
�1/4^
4/11/2015
LUCAS A.TURNER,'P.E.
itis"- 112" 3^ FL PE 1#58201
78 ' 10 ]— 1239 JABARA'6 NORTH FL 34288
3116"
PH,941-380-1574
SNI_E"fb'r=SCFYfp1Y6F7 --
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS 8 B.O.M.
DRAWN 8Y: :DATE:
ADE 05105/07
DWG N: iREV.:
CWS-159 I D
scALE: SHEET
1:1 50F8
-=-...............---........ ....................... ............ .... .............................. .....................-----......................
14"MAX,O.C.(TYR.)
WINDOW SYSTEMS
4"MAX(TVP) 8"MAX.O.C.(TVP:)
TYR.)— I—SEE 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6'MAX.(TYR.) T-]
6'MAX.(TYR.) SEE NOTE 2 4"MAX NOTE 2
—————————— ———————— WWW.CwS.Cc
................................
8300 PVC
M MAX O.0 PICTURE WINDOW
(TYR.) INSTALLATION IMPACT
--.---INSTALLATION
H
14'- ANCHOR(TYR.) ANC 08(TYP.)
MAXO.C.
LO:V co
cl
U.Jy Lu,
Lu;
rwa < in
z
TO ia
nu
cc w z
Mi, CLi
N ————--
- - - - - - wLu
ANCHOR LAYOUT (FLANGE) ANCHOR LAYOUT (FIN),
Z
DP+/�.55 PSF
DP+1-55 PSF <L6
_LLL
OREW ffi,
C>
'z'C)
No 58201
*Z'
'
NO "0'
.TES: STATE OF
4fJti
xN',A-
0 R t
i.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 114';. USE SHIMS WHERE SPACE GREATER THAN i/16'IS PRESENM 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, 4711/2015
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.
15E#58201
BE PROTECTED TO PREVENT REACTION. 1289 JABARA AVE.
5.INsTALLAtlowANCHORS SHALL BE'l I N ACCORDANCE WITH ANCHOR MANUFACTURER'S I.NsTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTH.S LESS THAN
HA I N THE MINIMUM
NIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET B. PH.941-380-1574
S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOODBUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID:.CONCRETE OR GROUT-FILLED CMU MAY INCLUDE.BUT DO NOT,REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND�SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X.BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. DATE:,
ADE 05/05/07
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS 1.SHALL BE PROPERLY DESIGNE�DBYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, DWG M.
REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. GWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER I RESISTANCE O I F INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE. REFERENCE DOCUMENTS, �EET_
FNWAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDQVVS),'FmA/WDMA.250(BOX WINDOWS),FMAIAAMA(WDMA 300(EXTERIOR DOORS) 1:20
60F8
............ . ... ............... ---- .............. ............................................. ......
- — ------ ------.—...._ _—....— -_...... _ ..... - -- -._._.._...... --........_... --- -... .- -- -.._ ......------ -- - ----..._._._.
/meq
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 ----SUBSTRATE WINDOW
CY SYSTEMS
BYOTHERS WIN�W SYSTE9M5
714°MAX,SHIM SEE TABLE 1 MIN.EDGE DIST. —�»--- SUBSTRATE 1900SW 44TH AVE.
--f—MIN.EDGE DIST: SEE TABLE 1 �BYOTHERS OCALA,FLORIDA 34474
SEE TABLE 1 W WW:CWS.CC
'SEE TABLE.1 - - � :.I ]/4°-MAX.SHIM - 1
-_ - � MIN.EDGE DIST. �� 1 __
SUBSTRATE BY OTHERS - SEE MIN.
SEE TABLE 1 MIN.EMBEDMENT WOD PVC
PERIMETER SEALANT--• SEETABLE1 INSTALLATION ANCHOR .. ..... ...._..1
BYINSTALLER SEE.TABLE I PICTURE WINDOW
INSIDE AND OUT ---• - ter MIN.EMBEDMENT
o o SEE TABLE,. IMPACT
SEALANT BEHIND /� 4n
FLANGE BY INSTALLER U L� 1/4"MAX.SHIM
❑ PERIMETER SEALANT o rn m-ate W
CJ�N
- -PERIMETER SEALANT BYiNSTALLER- c�,c a n a'
BYINSTALLER D INSIDE AND OUT o r l o ❑'
INSIDE AND OUT INSTALLATION ANCHOR L-1 Y ww i
SEE TABLE 1 w;m ❑ ❑ Y I
SEALANT BEHIND _ r i w ¢ ¢ m
FLANGE BY INSTALLER SEALANT BEHIND
. FIN BY INSTALLER m 2 m. ¢ z
INSTALLATION ANCHOR-......------'------------' HORIZONTAL..SECTION. ��` HORIZONTAL SECTION-
SEE TABLE 1 TYPICAL JAMB ANCHORAGE. TYPICAL FIN ANCHORAGE - " LL
HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ NW Z;>
O
d
❑ Q1�ifap pla. Li
da Ia wi
__fJ��IIZ�..,, —114°MAX.SHIM ❑ U-m IQ O;
SEALANTBEHIND tJ(_f I - - Z;
FLANGE BY INSTALLER O
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT +++GQ';A1C'E N S'",'s�-p
INSIDE AND OUT SEE TABLE 1 :J% SA
No 58201 %LA
SUBSTRATE BY OTHERS / Z
O
SEE TABLE 1 / --t—MIN.EDGE'DIST... - - - - - 0. (uar
. STATE F 4f:
_ - SEE TABLE I •.�'
SEALANT UNDER SCREW—�E/:Al VERTICAL SECTION iibS .........
HEAD BY INSTALLER \_6.1-TYPICAL SILL ANCHORAGE - _ - �i��70N'A„ti�p++�
C
04 f�•it�t,
4/11/2015
TABLE 1:APPROVED INSTALLATION`FASTENERS O 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"nW TAPCON T-]/2" 1-1/8". - -J� 1239 JABARAAVE.
PERIMETER SEALANT
FLANGE HOLLOW OR GROUT-FILLED CMU(11.7 PCF MIN.) 3116"RW TAPCON.; i" 2" BV INSTALLER —1 NORTH PORT,FL 34288
FLANGE CONCRETE'(2.85 KSI MIN.) 3/16"ELCO UCTRACON 1" 1„ INSIDE AND OUT PH.941-380-1574
/off HORIZONTAL SECTION SABOT 5C1liplYtSN--
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/.4" 2-112" 8. BOX FRAME INSTALLATION
3116"17W TAPCON. HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8" INSTALLATION DETAILS
OR 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—DATEi-
16 GAUGE'(0.060")MIN.STEEL STUD #10.16 HILTI KW IK•FLEX OR'RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE 7/16"
(33 KSI YIELD MIN) TEES SELF-DRILLING SCREW THRU 0.060" DWG p: REV.:
1/8"ALUM. 6063-75 MIN: OR #10 GRADE bSELF-TAPPING/ FULL THREAD MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
FLANGE ( ) 7/16" -AND OUT,FULL PERIMETER,.BY INSTALLER. CWS-159 D
1/8"STEEL(33 KSI MIN,) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASscACE: j SHEET –
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/z, 7/16" SHOWN FOR:FLANGE WINDOWS. 1:2 ; 8 OF 8