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e s FL# FL13010-R6
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 O
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@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
O Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Ysd[
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https:/Auww.floddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvQEbBFEH6OVrs5wFsWUkbaazonS2SD!enp6keeguGfEA%3d%3d 1/3
6/13/2018 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/30/2018
Date Validated 05/31/2018
Date Pending FBC Approval
Date Approved 06/10/2018
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 R6 C CAC CAR 138-1357.pLf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362.pd
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.Of
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 used Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalRenort433D.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 R6 C CAC CAR 138-261e2.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-705e2.p-df
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-706e2.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 08/12/2019
72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.Rdf
Verified.By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReoort510C.pdf
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-483e2.pdf
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-482e2.W
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R6 II CWS-373C.pdf
Verified By: Lucas A.Turner,P.E.FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReo2rt373C.Rdf
Created by Independent Third Party:Yes
13010.4 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 R6 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 e2.12d
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-2504df
Design Pressure: +70/-70 FL13010 R6 C CAC CAR 138-274e2.pdf
Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile FL13010 R6 C CAC CAR 138-457.pdf
Impact. Glass complies to ASTM E1300-04.- FL13010 R6 C CAC CAR 138-465.pdf
FL13010 R6 C CAC CAR 138-534.Rdf
FL13010 R6 C CAC CAR 138-730e2.pdf
FL13010 R6 C CAC CAR 138-739e2.r�df
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R6 II CWS-159E.pdf
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReo2rt159Lpdf
Created by Independent Third Party:Yes
hftps:/Avww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkbaazonS2SDienp6keeguGfEA%3d%3d 2/3
6/13/2018 Florida Building Code Online
+ Back b'leut
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.=yjght 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 mall.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 click here.
Product Approval Accepts:
® eChe'sk M
;Credit Card
;Safe-� i
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=WGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6keeguGfEA%3d%3d 3/3
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159E
September 7, 2017
Product Description: 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)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the HVHZ. The product testing standards performed are
outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-159E, signed and sealed by Lucas A.Turner, P.E.
3) Test Reports NCTL-210-3954-01 and 4A, and NCTL-210-3955-01 and 4A, from National
Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations,of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per
Miami-Dade NOA 14-0916.11 tin DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.021 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.l Ot
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest,
in any other entity involved in the testing or approval process of this product.
Lucas Turner :' No 58201
2017-09-16 �` 9/07/2017
Q Z Lucas A. Turner, P.E.
07:24+20:00 'o; STATE OF :,k/' FL PE #58201
`
#���or;'.ONAt-t���
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIFIDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 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" MAX.OVERALL
2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH ALL FLANGE WIDTH 8300 PVC
48" 72• 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
451/8' 691/8' 4.DESIGN PRESSURE RATING: IMPACT
GL
GLASS DLOASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. 4 Z
——————— —— I I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER t= w O m w 0 p
INFILTRATION TEST PRESSURE AND GLASS TABLES Z Z_j Z O 3 m
I I I I ASTM E-1300-0401109. Q -
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MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR V 0 F-O0 U a H I-w
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VEO RALL B MAXI I I B HEIGHT I I } Q�O W-=0
HEIGHT I I I I I 6 REQUIRED.APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q m g }_�OZ
I I 76" I I w DSD V)0wu)w
O I MAX I O I 7.ALL FRAMES ARE FULLY WELDED. a Z=nw. w 0 2�
72' HEIGHT O w F-0 a S
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MAXI I I I 8.SERIES/MODEL DESIGNATION PW-8300. a F a w 3 ww
UNIT EL
HEIGHT I I I 731/8" I I 9.THE DESIGNATION XAND 0 STAND FORTHE FOLLOWING:
691/8• I I I DLO t4 I O=FIXED SASH. ,` r10RE4yeTG!0��
GLASS
DLO R P
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR `.`VP;•�LGENgF.•Qy���
I 8
O I I LOCATION. ZJ: No 58201 '.P
I g I IWit•• TATE OF �kr�
---- —=4-- ----------------
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9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
NORTH PORT,FL 34288
11:45-04:00 PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2ANY 4 S" 72" +/-55 PSF ADE 05/05/07
GLAZING DETAILS.................................3 DWG A: REV.:
SECTION VIEWS....................................4 NON- VHZ +-65 PSF LARGE MISSILE IMPACT
EXTRUSIONS&B.O.M...........................5 72"X 76" CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-675 PSF SCALE:
.
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL'S
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No 58201 %•.,�?S
OCTAGON
TRAPEZOID �Ot,. STATE OF .41.1
OR 10
SSItoff ONA t E�����
NOTES: y
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
JABARRECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,1239 PORT, AVE.
FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS IPH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN SY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 2 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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1/8"ANNEALED 3/16'HEAT STRENGTH
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IG SPACAR
SIKAFLEX 552 IG SPACER SIKAFLEX 552 :JG•\ 'p 'yy�
No 58201 S
1/2"GLASS BRE 10 1/2"GLASS BRE
7 0: STATE OF •:�lll�
1 cm
z�-
GLASS TYPE A :GLASS TYPE B 9/22/2017
-- LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS MAXS12 DRAWNBY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP+/-55 A 48 X72 DWG 11: REV.:
CWS-159 E
< P+/-67.5 B 72X7 onLE: SHEET
101:1 3 OF 8
34 ��•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
INTERIOR
7 6 8300 PVC
6 9 9 6 PICTURE'WINDOW
0 7 6 6 7 IMPACT
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LUCAS A.TURNER,P.E.
Q QFL PE#58201
-- 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 6 SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A-A
DRAWN BY: DATE:
ALTERNATE FIN FRAME
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTIONMgM
�(
ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYMMS
1 H-60068 FRAME, PW, MAIN, HEAD MIKRON 1900 SW 44TH AVE.OCALA,FLORIDA34474
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CwS.Cc
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC `
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC zCORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I: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 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE gN w a o
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-1°o a k Z w
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10 S-6064 GLZ BE., F)l. (1" O.A. I.G.) MIKRON PVC F w 3�°:m
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11/2'
PVC FRAME FLANGE-H-60066
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PVC FRAME FIN-H-6006A X�
1/4• 9/22/2017
LUCAS A.TURNER,P.E.
3" FL PE#58201
7/8• 10 1239 JABARA AVE.
J� 3/16• 8 NORTH PORT, 34288
PH.941-380-1-1 574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
14'MAX.O.C.(TYP.) VVI��lURhNJ(YIIUUU(I�•
6"MAX.(TYP.) SEE NOTE 2 4"MARX.(TYP.) 8"MAX.O.C.(TYP.) SEE NOTE 2
m.P) 1900 SW 44TH AVE.
6'MAX ) ---------- ---------- WWW.CWS.CCA34474
I I I I
I I I I 8300 PVC
I I 8' I I PICTURE WINDOW
MAX O.C.
I I gyp.) I I INSTALLATION IMPACT
INSTALLATION I I ANCHOR(TYP.)
II _ i ANCHOR(TYP.)
MAX O.C. I I
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ANCHOR LP.AYO 5 -(FLANGE) ANCHORDP LAYOUT-(FIN) �,,S,PNV REW I Tfoo
.�GP•55 PSF
X SF•";pL�•
r
t No 58201
=roe a_
:y9Q� STATE OF
00.-
NOTES: PNOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACINGAPPLIES 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 �Z
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.
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,FL 34288
PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 8.
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.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
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#: 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 FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(E)CTERIOR DOORS) 1:20 6 OF 8
WINDOW SYSTEMS
4-MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6-MAX.(TYP.) 7 5/8"MAX.O.C.(TYP.) SEE NOTE 2 4'MAX.(TYP.)7 SEE NOTE 2 W W OCALA,
FLORIDA 34474
6-MAX.(TYP.)
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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 y o�
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
1239 JABARA AVE.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.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL.
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 s: 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 FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE V(Yl9N1lUUl���WWW///uucr I(�f(Y�'/�I
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 1/4'MAX.SHIM SEE TABLE I WWW.CWS.CC
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 SEE INSTALLATION ANCHOR
BYINSTALLER ❑� MIN.EMBEDMENT BLE I PICTURE WINDOW
INSIDE AND OUT SEE TABLE 1 IMPACT
SEALANT BEHIND
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ANDER Q }�-
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ui Z Q LL O
INSTALLATION ANCHOR �� HORIZONTAL SECTION (C \ HORIZONTAL SECTION >- 4 LL W 0=O Z
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE S TYPICHEAD ANDISILL SIMILAR FOR FIN INSTALLATION ¢ �CHORAGE ~/7 3 p
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PERIMETER SEALANT
BYINSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 O..
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE ❑�
� 9z/2017�
TABLE I:APPROVED INSTALLATION FASTENERS O
FRAANCHOR TYPE FL PE#58 01 LUCASP.E.
LANGE CONCRETE(2.0 KSI MIN.) 3116"ITWTAPCON 1-1l2" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
FLANGEBYINSTALLER
NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2XMIN.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 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD 910-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: 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 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1.2 SHEET
80F8