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Code Version 2017 FL# 17794
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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
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Search Results-Applications
EL#—•, lyq Manufacturer Validated By_ Status
FL17794-R2'- Revision Custom Window Systems Inc. Steven M. Urich,PE Approved
History Category:Windows X717)317-8454
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 RoadTallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COOyright 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 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 dick.berg_. '
Product Approval Accepts:
- • � MR.'4 � PCGELF
Cedlt Card
Safe: ,
https://www.floridabuilding:org/pr/pf_app_lst.aspx 2/12/20,4:11 PM
Page 1 of 1
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o
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17794-R2
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.
Comments
Archived
Product Manufacturer Custom Window Systems.Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
35 368-6922 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
jam) 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
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA-101/I.S.2/A440 2008
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...bt23mL8HocWcWwrDOK1X2WuLFn9oVyQlj4WuUuOKKQ%3d%3d 2/12/20,4:11 PM
Page 1 of 3
Product Approval Method Method 1 Option A
Date Submitted 01/24/2019
Date Validated 01/29/2019
Date Pending FBC Approval
Date Approved 02/04/2019
ry of Products
FL'# Model,Number or Name Description
17794.1 PW-6150 Impact Vinyl Picture PW-6150 Vinyl Fixed Window,Impact
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17794 B2--C—CAC 138-1323.pd
Approved for use outside HVHZ:Yes FL17794 R2 C CAC 138-1325. df
Impact Resistant:Yes FL17794 R2 C CAC_138-1339.odf
Design Pressure: +50/-50 FL17794 S2 C x_138-1340.odf
Other:See installation detail for max.sizes and glass details. FL17794•R2_C CAC_138-541.pclf
WIND ZONE 3.Glass complies to ASTM E1300-04. FL17794 R2 C CAC_138-543.pd
FL17794 R2_C_SAC_138-549.
FL17794 RZ_C CAC_138-550.pdf
Quality Assurance Contract Expiration Date
11/06/2021
Installation Instructions
FL17794 R2 it CWS-1073(PW-6150),odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17794 R2 AE EvalRep CWS-1073(PW-6150),12df
Created by Independent Third Party:Yes
17794.2, PW-6550 Impact Vinyl Picture PW-6550 Vinyl Fixed Window,Impact
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17794 RZ C 'CAC 138-1324.pdf
Approved for use outside HVHZ:Yes FL17794 R2 C CAC 138-1326.pdf
Impact Resistant:Yes FL17794 R2 C CAC 138-1348.odf
Design Pressures +50/-50 FL17.794 RZ C CAC_138-1349.pdf
Other:See installation detail for max.sizes and glass details. FL17794 R2 C CAC 38-542.Ddf
WIND ZONE 3.Glass complies to ASTM E1300.04. FL17794 R2 C CAC 138-544.odf
F1_17794 R2 C x_138-556.Ddf
I FL17794 Rz_C_CAC_138-557.pddf
Quality Assurance Contract Expiration Date
11/06/2021
Installation Instructions
FL17794 R2 II CWS-1074(PW-6550).o .
Verified By:Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17794 R2 AE EvalReoCWS-1074!PW-6550).o�f
Created by Independent Third Party:Yes.
R
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 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 dick hem.
Product Approval Accepts:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...bt23mL8HocWcWwrDOK1X2WuLFn9oVyQlj4WuUuOKKQ%3d%3d 2/12/20,4:11 PM
Page 2 of 3
GENERAL NOTES:
PICTURE WIN DOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VWNDOW�yYSMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE.
69 1/4"FLANGE WIDTH 49 1/4"FLANGE WIDTH ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
www.cws.cc
6B"MAX UNIT WIDTH 48"MAX UNIT WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
6315/16"GLASS DLO 4315/16"GLASS DLO ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
6150 PVC
2.GLAZING OPTIONS:(SEE SHEET 3)
PICTURE WINDOW
3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT
B
I I NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
77114" I 7 FLANGE I I 4.DESIGN PRESSURE RATING:
FLANGE I I C HEIGHT I I NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND di
HEIGHT I I 7 I I GLASS TABLES ASTM E-1300-04. Q
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER p
D I INFILTRATION TEST PRESSURE AND GLASS TABLES
76" I I 7 MAX I ASTM E-1300.04. }
UNIT m
MAX I O I HEIGHT I O
UNIT 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED Z
HEIGHT I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
71 15116" I I 71 15!16"I I Z W
DLO
ASS I I LOO SS I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE OC
NOT REQUIRED. CC
~a
LlL L 1 I 7.ALL FRAMES FULLY WELDED.
w
—————————— — —————— 8.SERIES/MODEL DESIGNATION PW-6150. .0-
371/4"FLANGE WIDTH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: z
36"MAX UNIT WIDTH 971/4"FLANGE WIDTH 0=FIXED SASH ,�trttn74rr#�
3115/16"GLASS DLO 96"MAX UNIT WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Jy PND N�.
LOCATION. ,�.VP;•�� SF,.1y
A t No 58201 :��
I Lucas A.Tumer ' cc
771/4" I 551/4" -- -- t_ 2015-06-08 9t STATE OF 1441�
FLANGE FLANGE I I I �Oc•,p 40
HEIGHT I HEIGHT I 19:33-04:00 �� .•C O R1DP,:_,�
I
I I
I MAX B i UNIT O I B q►grnatt��
MAX 76" I O HEIGHT
UNIT I I
6/8/2015
HEIGHT L�'LA
I
I I I LUCAS A.TURNER,P.E.
71 15/16" I I I FL PE#58201
GLASS I I 1239 JABARA AVE. '
DLO I ——————————————
A —----- NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
Ll L
GENERAL NOTES AND
TABLE OF CONTENTS MAX. UNIT? SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
36"X /6" DRAWN BY: DATE:
GENERAL NOTES HAPES.TIONS.....1 EMK 05/26/15
ARCHITECTURAL SHAPES.................3 48"X 76" DWG#: REV.:
GLAZING DETAILS....L .......................3 +/-50 PSF LARGE MISSILE IMPACT
SECTION VIEWS&ALT.FRAME........4 68"X 76" CWS-1073
BOM&EXTRUSIONS...........................5 ANCHOR SCALE:
INSTALLATION DETAILSO7ES..........7 96"X 54" 1:25 1 OF 7
aazmffl
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
6150 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE(OVAL) F
a
0
}
m
FULL CIRCLE U)
Z
TOMBSTONE TRAPEZOID O
SQ
zW
0c
F
a
U
_ U
W
D
O
Z
NDREby"�� ���'
1/2 CIRCLE
OCTAGON :J;' tn'.
No 58201
ir
NOTES: Sp0: STATE OF .'4fJ+'
........ rU:
i��T•AL O R l O P,:�_��,
1.SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ,��S`S/O •E�u��`
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 11"F++lt Ai illu
THRU FIN-WOOD OPENING.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 6/8/2015
RECTANGULAR WINDOWS ON SHEET 1.
_ 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6,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:
ARCHITECTURAL
1/4 CIRCLE TRIANGLE
SHAPES
DRAWN BY: DATE:
EMK 05/26/15
DWG#: REV.:
CWS-1073 -
SCALE: SHEET
1:1 20F7
7/8"OVERALL 7/8"OVERALL Qwmm
MAX.UNITSIZE GLASSTYPE3/16"ANNEALED 3/16"ANNEALED 36"x 76" A
3/8"AIRSPACE 2M AIRSPACE 48"x 76" B 1900 SW 44TH AVE.
5/16"LAMINATED .glfi LAMINATED 68"x 76" COC CFLORIDA 34474
1/8"ANNEALED 1/8"ANNEALED 96"x54" D
.090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER 6150 PVC
1/9"ANNEALED 1/8"ANNEALED PICTURE WINDOW
g SIKAFLEX552ORg SIKAFLEX552OR IMPACT
PURFECT GLAZE"H" PURFECT GLAZE"H"
❑ SB"GLASS BITE 5/8"GLASS BITE
10 ❑ 10 ❑ }
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U)
nn O
❑� ❑I� cc
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o OC
cc
GLASS TYPE A GLASS TYPE B o
0
z
7/8"OVERALL 7/8"OVERALL `,��%0 kjpREIsill I ,jt
3/16"ANNEALED 3/16"ANNEALED
3/8"AIRSPACE 1/4"AIRSPACE
No. 58201
5/15'LAMINATED 7/16"LAMINATED
1/8"ANNEALED —_f-3/16"ANNEALED
�9; STATE OF :w�
.090 SENTRY GLASS IONOPLAST INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER ���F'FC O R L O v.
1/8"ANNEALED 3/16"ANNEALED �SSfONA�'�%%,`��
g SIKAFLEX 552 OR g SIKAFLEX 552 OR
PURFECT GLAZE"H" PURFECT GLAZE"H"
6/8/2015
GLASS
F-1 GLASS BITE 11 1 ❑ 5/8"GLASS BITE LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
10 ❑ 10 ❑ NORTH PORT,FL 34288
PH.941-380-1574
LSHEET DESCRIPTION:
L ❑� GLAZING DETAILS
DRAWN BY: DATE:
EMK 05/26/15
0 DWG 4: REV.:
CWS-1073
0 GLASS TYPE C GLASS TYPED SCALE: SHEET
1:1 3OF7
C�(Stlny(4®
wir�aow sYsr¢rts
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
8 8
www.cws.cc
PVC
❑� ❑❑ PICTURE WINDOW
❑ ❑ IMPACT
o ❑❑o El
pr
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1 I�I❑❑❑ o m 0
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B SECTION VIEW B-B
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8 :9p: STATE OFo
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10
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2 ❑❑� 11 ❑❑� 65
LUCASFL A.
TUR PE#58201 P.E.
p p 1239 JABARA AVE.
0 p NORTH PORT,FL 34288
4 0 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A
_ SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME EMK 05/26/15
DWG#: REV.:
CWS-1073 -
SCALE: SHEET
1:1.33 40F7
ITEM 6128F DESCRIPTION VENDOR MATERIAL FRAME TRUCTICORNER
1 H-6128FLG MAIN FRAME,FLANGE,HEAD ATN PVC CONSTRUCTION
2 H-6128FLG MAIN FRAME,FLANGE,SILL ATN PVC Qmmism
3 H-6128FLG MAIN FRAME,FLANGE,L JAMB ATN PVC 1900 SW 44TH AVE.
4 H-6128FLG MWWW.
AIN FRAME,FLANGE,R.JAMB ATN PVC FLORIDA 34474
WWW.W.CWS.CC
5 GLASS SEE SHEET 3
7 S-6141 GLAZING BEAD ATN PVC 6150 PVC
8 S-6144 FRAME FILLER ATN PVC CORNER WELD
9 PURFECrGLAZE"H",SIKAFLEX552 HENKEL/SI KA (ALL SIDES) PICTURE WINDOW
1:6
10 P-3352 SET.BLK.,85 DUR.,1/8"x 5/8"x 2" IMPACT
11 H-6128FIN MAIN FRAME,FIN,PVC ATN PVC
3 7/16' ul
, Q
m
5/16" N
�0 ❑ 3
7
4 1/16" Z D
LLI
211116' ❑❑ 15/16„ O cc
1/16" I a
L
U
W
❑
0 PVC GLAZING BEAD z
PVC FRAME FLANGE S-6141
0 grurgnrr
H-6128FLG y`PNpRE 4,r�4•••
.G E N S.;G�Qti���,
58201
37/16"
9 STATE OF :440
u
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3/4" i•••`SS
t t •••hiONA�
❑ T 6 z�
5/iL
1/16" 6/8/2015
LUCAS A.TURNER,P.E.
1/16" FL PE#58201
3 9/16" ^ PVC TRIM 1239 JABARA AVE.
_1 S-6144 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
0 BOM AND EXTRUSIONS
DRAWN BY: DATE:
PVC FRAME FIN EMK 05/26/15
H-6128FIN
DWG#: REV.:
CWS-1073 -
SCALE: SHEET
1:1 5OF7
6"MAX.(TYP.) MAX.O.C.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.)
SEEANCHOR SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2
6"MAX.(TYP.) SPACING CHART 2woffl
--------------- --------------- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
I www.cws.cc
6150 PVC
I MAX O.C. I I
PICTURE WINDOW
MAX
QCHORP) I I I I IMPACT
SPACING CHART I I I -
�
INSTALLATION m
INSTALLATION I ANCHOR(TYP.) }
ANCHOR(TYP.) I m
ANCHOR SPACING CHART I I I I w
MAX.UNIT SIZE MAX.O.C. I I I I z
I I
36"x 76" 20-3/4"
48"x 76" 15-1/2" 0>
68"x 76" 11"
96"x 54" 13-3/4" I I I U
——————————————— ———————————————
w
w
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 13
O
z
ADRE11i�4j
PND W
No 58201
�V. STATE OF .
NOTES: %.0%',,< ID 4j
0R1p'�
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. 4�5`S±pl1fA1
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 7. 6/8/2015
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION. 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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 7.
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 AND
INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. EMK 05/26/15
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. DWo#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1073 -
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) 1:20 6 OF 7
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
MIN.EDGE DIST. 114°MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
ffl
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A. 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 WWW. FLORIDA 34474
SUBSTRATE BY OTHERS WWW.W.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
MIN.EMBEDMENT
SEE TABLE 1 ❑❑ 6150 PVC
PERIMETER SEALANTw
INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 PICTURE WINDOW
INS!DEAND OUT ❑ MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLE1/4"MAX.SHIM
� PERIMETER SEALANTW PERIMETER SEALANT 1.1—: BY INSTALLER
BY INSTALLERINSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 pD
FLANGE BY INSTALLER SEALANT BEHIND cf)
INSTALLATION ANCHOR FIN BY INSTALLER Z
SEE TABLE 1 (�81 HORIZONTAL SECTION /� HORIZONTAL SECTION
7 TYPICAL FIN ANCHORAGE
7 TYPICALJAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W
O pC
a
cc
W
�❑ ❑
SEALANT BEHIND 1/4"MAX.SHIM Z
FLANGE BY INSTALLER ❑❑ 0`PNlDREW�1"i��.
•��G E N
PERIMETER SEALANT ` 3F G�P2�%
BY INSTALLER MIN.EMBEDMENT v:• No 58201 �1�
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS ❑❑ G-I• •¢
SEE TABLE 1 S OSS STATE OF :44,
MIN.EDGE DIST. �i�'n
SEE TABLE 1 yFs
SEALANT HEAD BY INSTAL
CREW A VERTICAL SECTION Q❑❑ 111111111201110
sfO �E .�`
7 TYPICAL SILL ANCHORAGE ;�z
n�
6/8/2015
TABLE 1:APPROVED INSTALLATION FASTENERS - L�J� 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.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT FILLED CMU(117 PCF ITW 3/16" W TAPCON 1" 2" PERIMETER SEALANT NORTH PORT,FL 34288
BYINSTALLER PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1' INSIDE AND OUT p HORIZONTAL SECTION
SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2-1/2' 7 BOX FRAME INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 13/8" 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:
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 05/26/15
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060" 7/16MIN.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/ FULLTHREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1073 -
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) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 7 OF 7
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