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ST, Lucie County, Permitting
Code Version 2017 FL# 17387.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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FL# Type Manufacturer Validated By Status
FL17387-R2 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
History FL#:FL17387.1 (717)317-8454
Model:PW-8150 Vinyl Fin/Flange Picture Window
Description:PW-8150 Vinyl Fin/Flange Picture Window,Impact,WZ3
Category:Windows
Subcategory:Fixed
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.-Qpyright 2007-2013 State of Florida. :: Privacy_Statement::Accessibility Statement:: Refunt
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139
Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ar
they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yo
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yo
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
" DRQ
,Credit Carl
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BCIS Home [ Log In User Registration Hot Topics ( Submit surcharge ( Stats&Facts [ Publications 1 Contact Us 'BCIS Site Map
d1Product Approval
Honda
rUSER: Public User
Product Approval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2017 FL# 17387.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By Status
FL17387-R2 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
Histo!y, FL#:FL17387.1 (717)317-8454
Model:PW-8150 Vinyl Fin/Flange Picture Window
Description:PW-8150 Vinyl Fin/Flange Picture Window,Impact,WZ3
Category:Windows
Subcategory:Fixed
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.CQpyri ght 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refun�
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ar
they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yoi
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yoi
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
No M
Coedit Card
Safe
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GENERAL NOTES:
PICTURE WINDOW - LARGE MISSILE IMPACT( '
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W 44TH AV
SE.
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 1900OCAS FLORIDA E.
34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW,CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
c MAX.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) 8150 PVC
FLANGE WIDTH PICTURE WINDOW
3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT
® MAX.UNIT WIDTH
n SNOT LIMITED TO,THOSE SHOWN ON SHEET 2.
C`_ � T
W O
3113116' 4.DESIGN PRESSURE RATING: ¢ z �: ¢z 3:
�. GLASS DLO DESIGNNEGATIVE LOADS
E-D0-0400 ON,TESTED PRESSURE AND z w-1 O Q zz w
GLASS TABLES 13
W o A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z}O¢-m
U _ ______ _ INFILTRATION TEST PRESSURE AND GLASS TABLES 0 P co z I-2r 2_
W z r ASTM E-1300-0401/09. O O I=-O a¢W O O
ry, u I -- -- I I U UU)~Oa~U)D-
J I r I 5 NANCHORAGE:
THE DESIGN OF THIS PRO UCT.S ERSHE T 6 FOR ANC OR EASE HAS NOT BEEN USED z O C7 U-z j O-
I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } ¢-W w O p z
U) I I ANCHOR CALCULATIONS. ¢ ¢¢O P U I_z vi
73 1/4° B I I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w OLL rc u)O W O)w
MAX. I I I REQUIRED. a z=a ¢-1 U)�
HOVERALL
I I I 7.ALL FRAMES ARE FULLY WELDED. a H~a w�w U)
8.SERIES/MODEL DESIGNATION PW-8150. ,"paillpiy"
iADRE
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��% P' EN4y'TGQ�G
I O I I
72° O=FIXED SASH. :GP,•b� SF'••L'�
No 58201 '�11
MAX. I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
UNIT
HEIGHT I LOCATION. -
I �9p; .STATE OF
I 'Ill p
GLASSs I B LUCKS ���4 ' NA,�i�`����
DLO I B
I I Turner
I I s 2017-08-30
I I s 17:08+20:00 X�
I ' I 8/29/2017
I I I
L— —————— — LUCAS A.TURNER,P.E.
FL PE#58201
A A 1239 JABARA AVE.
6
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENENAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1 EMK 10/06/14
ARCHITECTURAL SHAPES...................2
SECTION VIEWS&GLAZING................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
EXTRUSIONS&B.O.M...........................4 CWS-1032 B
ANCHOR SCHEDULE&NOTES............5 36" x 72" +/- 60 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS.......................6 SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8150 PVC
PICTURE WINDOW
IMPACT
a z 3 ¢z0
FULL ELLIPSE(OVAL) z w J 0 ¢w z W
w zOz w-fit
�-w z�-�:�ix
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No 58201 '�1S
1/2 CIRCLE
OCTAGON
STATE OF
X10 4` A'�0R1VP;��2��
NOTES: %,O1 i A,
1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING.
THRU FIN-WOOD OPENING.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 8/29/2017
RECTANGULAR WINDOW ON SHEET 1.
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
1/4 CIRCLE TRIANGLE ARCHITECTURAL
SHAPES
DRAWN BY: DATE:
EMK 10/06/14
DWG M: REV.:
CWS-1032 B
SCALE: SHEET
1:1 2OF6
dNIIVDOMI SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
7 1 1 7 8150 PVC
10 10 PICTURE WINDOW
IMPACT
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p F ❑w p U)wr O p
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5/16°LAMINATED
10 1 1/8°ANNEALED 0REVv
105 DUPONT PVB INTERLAYER J�,Pf='�GENg'•G�Q��
1/8°ANNEALED �:' No 58201 -AG
INTERIOR *' {'' •*'
13: STATE OF :mow:
10 PURFECT GLAZE°H°OR SIKAFLEX 552 O R
10 t �I'.. ONA
I
11 11 1/2°GLASS BITE �(�I
4 2 Q O U 8/29/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
7 0 Q cD c:D' PH.941-380-1574
SECTION VIEW A-A O� SHEET DESCRIPTION:
ALTERNATE FIN FRAME SECTION VIEWS AND
O GLAZING DETAIL
DRAWN BY: DATE:
EMK 10/06/14
1:1 DWG#: REV.:
CWS-1032 B
SCALE: SHEET
1.2 3OF6
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL FRAME CORNER CONSTRUCTION ��® .
1 H-6025 SASH STOP MIKRON PVC i
2 H-6048 SINGLE HUNG FIN FRAME MIKRON PVC WINDOW 44T AVE.1900 SW 44TH AVE.
3 H-6049 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC OCALA,FLORIDA 34474
4 H-6049 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC WWW.CWS.CC
5 H-6049 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC
6 H-6049 SINGLE HUNG FLANGE FRAME RIGHTJAMB MIKRON PVC CORNER WELD ,IDES) 8150 PVC
7 P-3113 SCREW SUPPORT FOR PVC SCALE 1:8 PICTURE WINDOW
8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM
10 P4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT
11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER
12 GLASS SEE SHEET 3 CARDINAL GLASS F o W o `n w o d
LINE ITEMS NOT USED: z w 0❑
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rr 1/16' 7/8" No 58201 •°'��S
L1/16° O. STATE OF :"4J
PVC FRAME,FLANGE-H-6049 PVC FRAME, FIN-H-6048 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025
3116' ZZ
1/2°—r---1 Ei'- 3°
F-1 � 7 8/29/2017
LUCAS A.TURNER,P.E.
SCREW SUPPORT-P-3113 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
DRAWN BY: DATE:
EMK 10/06/14
DWG#: REV.:
CWS-1032 B
SCALE: SHEET
1:1 4 OF 6
��nv�®�•
vvllvDow sysrewls
12"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
4" MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) WWW.CWS.CC
SEE NOTE 2 q°MAX,(TYP.)— SEE NOTE 2
6"MAX.(TYP.)- TT
I I j 8150 PVC
I I I I PICTURE WINDOW
I I I I IMPACT
I I MAX O.C.
I I (TYP.) I I ¢ Z ¢z
INSTALLATION z p w O 101-1-1000,
Z
20" ANCHOR MP.) I I z O z [[=?L
MAX O.C. I I I I 0 Q0§i}0m3:m
(TYP.) i O i I O I INSTALLATION Z Z=�¢Ir w 0 0
ANCHOR(TYP.) 0
II II II II } 0 o U a��� ? Oa
z 000 —So—
Z
¢ ZUwZ� 0Q-U_wo
I I I I w
I I I I icc
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II I I a ~ m w
L--------'I L-------J `�punmyq�
PNCREW
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
r: No 58201 :1�
90; STATE OF
NOTES: 4ONA%_
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, i-
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/29/2017
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 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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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:
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. EMK 10/06/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-1032 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS)
1:1 5 OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1 II(��II 111111//���Jff
MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. 1/4°MAX.SHIM SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE 1 MIN.EDGE DIST. W W W.CW S.CC
SEE TABLE 1
PERIMETER SEALANT MIN.EMBEDMENT 8150 PVC
INSIDE BYINSTALLER EETABLE1
UTSIDE SEE TABLE 1 INSTALLATIONANCHOR MIN.EMBEDMENT PICTURE WINDOW
SEE TABLE 1 IMPACT
SEALANT BEHIND
1/4°MAX.SHIM p Q z a Z
FLANGE BYINSTALLERPERIMETER SEALANT a
O
INSIDE AND OUTSIDE Z W J 0 ¢F wF_W
PERIMETER SEALANT p BYINSTALLER w. Z 0 Z oC=Z F
INSIDE AND OUTSIDETINSTALLATION ANCHOR 9 LL ZE W §Z O0 c
co
BYINSTALLER SEE TABLE 1 Z z=2¢=w 0 0
SEALANT BEHIND SEALANT BEHIND O O F-O(j Q=I-Q
FLANGE BYINSTALLERFIN BYINSTALLER 0 Z-c)Z Z~Z)a.
fC1 HORIZONTAL SECTION Z O Z O W Z O U 0
HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE } Q 0 W s$0 Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q ¢F_ U F_F- Z
6 TYPICAL JAMB ANCHORAGE
INSTALLATION ANCHOR w O a >-53:9:E w
SEE TABLE 1 ¢ z do w
d O0mw
SEALANT UNDER SCREW 0 w F 0 W=¢>-
HEAD BYINSTALLER (t _
Q_ F- CL Q d
++Alrurngr��r
SEALANT BEHIND 1/4°MAX.SHIM ,�+>,+ pp10REW�.����
FLANGE BYINSTALLER O
No 58201 'his
MIN.EMBEDMENT PERIMETER SEALANT
PERIMETER SEALANT SEE TABLE 1 INSIDE AND OUTSIDE
INSIDE AND OUTSIDE BYINSTALLER �9; STATE OF W�
BYINSTALLER
OR to
SUBSTRATE BY OTHERS �iss� NA4EN�++`
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
�p \ VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
8/29/2017
TABLE I:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" �D� HORIZONTAL SECTION NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-3/6" 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: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-1032 B
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) lb WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2
60F6