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�r FL# FL16736-R1
..
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R1 COI EvalReo CWS-871B(HS-8200. 74x63. IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
httpsl/floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8oblp/o2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/2
7/4/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
EGlasir
s
ry of Products
Model, Number or Name Description
HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
of Use Installation Instructions
ved for use in HVHZ:Yes FL16736 RS II CWS-871B(HS-8200. 74x63. IMP).Ddf
ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
t Resistant:Yes Created by Independent Third Party: Yes
Pressure: +60/-60 Evaluation Reports
Large Missile, 74"x 63", DP +/-60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf
st be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalReo CWS-8716(HS-8200. 74x63,
omplies to ASTM E1300-04. IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-8698 (HS-8200 111x63 IMP) Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP +/-60 psf. Outer lite in FL16736 RS AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 RI AE EvalRep CWS-869B(HS-8200. 111x63.
IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Contact Us:: 1940 North Monroe Street,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 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 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 here.
Product Approval Accepts:
® EC6Ec1. ?Z-
YL`CUrllVsil."1 uiuC '
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl`/g2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871B
April 18, 2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVjtesting
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requiremen
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirement
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The produ
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-871 B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3 8 87-1,-1A,-2, and-2A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202, 203
`94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
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 5`h Ed. (2014)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.
�ti�Nuu►r�♦
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fi
58201
�:
o:. srAr� OF •:� 4/18/2015
.�
F••.C o•p 14�, �. Lucas A. Turner, P.E.
FL PE#58201
GENERAL NOTES: a2zmffl
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. www.cws.cc
75 114•MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
3.CONFIGURATIONS:"OX","XO".
74"MAX UNIT WIDTH HORZ.SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300.04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u v
INFILTRATION TEST PRESSURE AND GLASS TABLES uj
ASTM E-1300-04. o N r
0 0 0
I I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED
6a 1/a• I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z- p }
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
FLANGE BI B ANCHOR CALCULATIONS. U Z
HEIGHT
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m r O
N
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT " D U)
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT W Z W
63° I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o O 0_
MAX. FLYING DEBRIS. a w d
UNIT O I w w K
HEIGHT I 59 8/16" 7MAX. .ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT c z U
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w
HEIGHT � v
I
8.SERIES/MODEL DESIGNATION HS 8200. co Q 0
Z
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS58 6. 5 X=OPERABLE SASH,O=FIXED SASH �J���rlORE41����+i�
DLO .� P.........• T �.
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��p5:'�C E N g'•G�Q,,!�
5 LOCATION.
D v• No 58201 '•
I I 5 11.EXTERNAL WEEP SLOT=114"x 1'LOCATED 4"FROM BOTH ENDS.
C �0;• STATE OF :44D
Cr3� q
"GLASS DLO
36 5/16•MAX.SASH WIDTH
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
SECTION
NOTES&VIEWS&G GLAZING
ONS DETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT ALE: 1 B
ANCHOR SCHEDULE&NOTES................4
INSTALLATION DETAILS...........................5 SCALE: SHEET
1:15 1 OF 5
INTERIOR 7 8 30 z
cwmmaso
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
0di
O N ~
O O �
41 40 3 1 9 39 W y
W Q m
SECTION B-B U)
U Z
S 11 NOTE:FIXED LITE AT HEAD m O
LL
AND SILL IS SIMILAR. o U)
31 N W ZW
W w O
19 p O
Id W
38 35 ¢ w
17 17
U
36 3 m Q Z
19
41 4 ♦``�
HEAD IMPACT HOOK(TYP.) ♦ P T
4 MIDSPAN OF SASH ...........E N
(ITEMS 35&36) ;�VP�•�� SF•.��Y%
7!8"OVERALL
No 58201 '•�:
1/8"ANNEALED or TEMPERED
INTERIOR 7/16"AIRSPACE " D: :2 C
I Oma. STATE OF l��`
I 5/16"LAMI
ll
SWEEP LOCK P. —11: 1!8"ANNEALED ++' ONA��� �♦1
..484 DUPONT PVB INTERLAYER � 1`
ONLY ENGAGED PRIOR
43 TO HURRICANE FORCE WINDS.
LOCATED AT THIRD POINTS 118"ANNEALED
4 I �/ I (ITEM 27) 4/11/2015
19 3 ,I. 4g PURFECT GLAZE"H"
13 n SIKAFLEX 552 LUCAS A.TURNER,P.E.
1
lUl FL PE#58201
3a
41 1239 JABARA AVE.
NORTH PORT,FL 34288
S 5 PH.941-380-1574
I
16 SHEET DESCRIPTION:
5 a I &- 1/2"GLASS BITE SECTION VIEWS AND
0 0
O GLAZING DETAIL
a
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND
JAMB SWEEP LOCK LOCATIONS ADE 10/10/13
1;20 DWG N: REV.:
SECTION C-C GLASS TYPE A CWS-871 B
ALTERNATE FIN FRAME
1:1 SCALE: SHEET
1.2 2 OF 5
PARTS LIST 3 1/8' CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g•�
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2' WINDOW EMSffl
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16' 39116' 1/16" 21/8' 1/16" WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16• O
6 H-6050 Sash Meet.Rail,PVC Mikron PVC CORNER WELD
(ALL SIDES)
7 H-6051 Sash Side Rail,PVC Mikron PVC G-1 1:8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049L FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spdng,SS Hudey15
6
116/16" 1 3116'
—2 3/16' 9/16"
11 P-3113 Screw Support,PVC Team Plastic Rubber 6 o N
12 P-3218 Screen Frame Allmetal RoIIFo m7 4 40 0 0 0 E I L--
13 P-3228 IScreen Spline,.155 Dia.,Blk. Dapa 1 5/8 t 518' a
Fr 1 518' q t 511x' Y w
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1116' L" 1/16• I q 1/16' 1116 FIXED MEETING RAIL w Q m
15 P-3342 Seam Sealer,SM5504 Schnee Silicone IL SCREWED TOGETHER WITH U)
OUTERFRAME
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"X 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 LL F p
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel uj
5/8'-�---y 3!4' w o LOuj
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel b 3/16' , 1 I r+ 2 a w F-
11 t 151T16•, 1116" w W
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1' ~ O Of
P-3783 or O 1116' � ¢ 0 v
U5
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 W
22 P-4779 Roller,Tandem M&M Nylon 6" 1 5/t6'
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" 1 114' m ¢ z
24 P-4069 Keeper,Impact,PVC Interlock34
1/16 X16 3/4" )• ttt '',
718' I Upnu4t
25 P-4479 Weep Cover w/Flap M&M Nylon �`�,,5 PpSDREH,
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/1s' 1116' 41 E
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 �v'• No 58201 •���:
27 P-4958 Rotary Lock Sullivan Zinc
28 P-4952 Keeper,Rotary Lock Sullivan Zinc q 3/16-
=v: :aG
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 1/a� 7/B'-j 9 STATE OF r
30 P-4633 Barrel Fastener Fastenal Steel 41 T I 31 %Oci'•,� A:'
31 S-1112 Reinforcement,Head Keymark Alum I 6' I —�5/8'�- 7/L 9/116' r���<S.t O R t 1�,.•�`�:
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T 36 1116" 1%%
32
�?`�
5/8• PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum L 1116"
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2"F1 /8"1 318• �5116 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum I 37 S-6005 Anti Lift Mikron PVC 3/16' LUCAS A.TURNER,P.E.
38 S-6013 Scm.Ada l.,w/Nib,PVC Mikron PVC 3• -1 1--1 1/2 1/16" FL A#58201
Adapt., PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 �J PVC SCREEN CATCH-6013
NORTH PORT,FL 34288
40 S-6063 Fixed Rail Coter Mikron PVC PH.941-380-1574
41 S-6064 Glazing Bead Mikron PVC 5116 11/6"1 SHEET DESCRIPTION:
42 GLASS SEE SHEET CARDINAL GLASS I 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116"
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG 0: REV.:
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
33 SHEET
1:2 3 OF 5
QMYEPMSS
1To.) 1900 SW 44TH AVE.
3"(TYP.) 4'MAX( 8'MAX.O.C.(fYP.) WWW. 34474
6SEE NOTE 2 E NOTE 2 W ALA,FLORIDAFL RI
6r-3"(TYP.) 4'MAX.(TYP.)
-- INSTALLATION
ANCHOR(TYP.) 1 IINSTALLATION HORZ.SLIDER
' B" ' ' ANCHOR(TYP.) IMPACT
MAX O.C.
(TYPJI I I I I I o00O I X I I O X I Y W
W Q m
vZ
m 0
I o N 0 Lo
I I I I I I W
\V,—I W W Q d'
a o_
W —
-- -- -- -- -- -- -- — mof
z I
ANCHOR LAYOUT-(FLANGE)
ANCHOR LAYOUT-(FIN) �
m Q O
z
P14DREW'11,
EN,F
No 58201 'fig
NOTES: STATE OP •:4wz
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,e,/,S"Jim
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. X
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
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
SPECIFIED IN TABLE 1,SHEET 5. 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 AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATONS 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 10/10/13
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
EV_SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMANWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 120 4 OF 5
MIN.EMBEDMENT Cg!EMSffl
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS
MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 SEE THE
ABLBY E 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
PERIMETER SEALANT
SEE TABLE EMBEDMENT SEE TABLE 1 8•Z00 PVC
BY INSTALLER INSTALLATION ANCHOR HORZ.SLIDER
INSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT
C� SEE TABLE 1 I M PACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4"MAX SHIM
a
PERIMETER SEALANT o N H
PERIMETER SEALANT BY INSTALLER o o
INSIDE AND OUT
BYINSTALLER
INSIDE AND OUT INSTALLATION ANCHORSEALANT BEHIND p
SEE TABLE 1 w Q m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND (A
SEE TABLE 1 FIN BY INSTALLER O ZO
g HORIZONTAL SECTION C HORIZONTAL SECTION mLL ~
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE v
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W Z w
w w O
a 0 o-
W af
U
1/4"MAX.SHIM m
W
7 o O
SEALANT BEHIND
FLANGE BY INSTALLER -H
Q Z
PERIMETER SEALANT MIN.EMBEDMENT `p� P.....W'T�p��
BY INSTALLER SEE TABLE 1 �� 5•••C E!J
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. -D= '2
SEE TABLET �O:•• STATE OF =/4
q VERTICAL SECTION �i,'n'••t O?',•
5 TYPICAL SILL ANCHORAGE ',l11SS�ONA
zz
O 4/11/2015
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.) 3/16"ITN TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1• INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION SHEET DESCRiPiION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8 7/8 INSTALLATION DETAILS
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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT KWIK•FLEXOR ITW FULL THREAD 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 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 OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
F2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2
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