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Property Information Building Information
Owner: CHRISTOPHER MOURA Wind Zone: 170 MPH.
Address: 2559 RAINBOW DR Exposure Category: C
FORT PIERCE,FL 34981 Minimum Building Dimension: 28 ft.
Mean Roof Height: 20 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 25 7 40.2 -43.6
2 Int 96 31 7 38.2 -41.6
3 Int 47 31 7 40.1 -43.5
4 Int 48 31 7 40.1 -43.5
............. _ _ ..-._..-----=----- --- -- — - — _...... _..........._ -....---..._............-....... —..--
5 Int 48 31 7 40.1 -43.5
6 Int 97 31 7 38.1 -41.5
7 Int 35 23 7 40.2 -43.6
_ 8 Int 52 36 7 39.5 -42.9
9 Int 25 36 7 40.2 -43.6
-..............- — ----- - --...--
10 Int 25' 36 7 40.2 -43.6
11 Int 93 45 7 37.4 -40.8
12 Int 34 30 7 40.2 -43.6
13 Int 72 49 7 37.8 -41.2
Prepared in accordance with:ASCE 7-10,Chapter 30. WindLoads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
WINDOW & DOOR OPENING INFORMATION
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ YM
SIZE REQ YIN/NA
1 Int Window 7/8"Lami 1G FL 16736.1 60 60 40.2 -43.6 74 X 63 36X25 No No
2 Int Window 711"Lami IG FL16736.2 60 60 38.2 -41.6 111 X 63 96x31 No No
3 Int Window 7/8"Lami IG FL 16736.1 60 60 40.1 -43.5 74 X 63 4701 No No
4 Int Window 7/8"Lami IG FL 16736.1 60 60 40.1 -43.5 74 X 63 4801 No No
5 Int Window 7/8"Lami IG FL16736.2 60 60 40.1 -43.5 111 X 63 48x31 No No
6 Int Window 7""Lami IG FL16736.2 60 60 38.1 -41.5 111 X 63 9701 No No
7 Int Window 7/8"Lami IG FL 16736.1 60 60 40.2 -43.6 74 X 63 35X23 No No
8 Int Window 7/8"Lam"G FL16736.1 60 60 39.5 -42.9 1 74X63 5206 No No
9 Int Window 718"Lami IG FL 16736.1 60 60 40.2 -43.6 74 X 63 2506 No No
10 Int Window 7/8"Lami 1G FL 16736.1 60 60 40.2 -43.6 74 X 63 2506 No No
11 Int Window 718"Lami IG FL16736.2 60 60 37.4 -40.8 111 X 63 93x45 No No
12 Int Window 7/8"Lami 1G FL 16736.1 60 60 40.2 -43.6 1 74 X 63 34x30 No No
13 Int Window 7/8"Lami IG FL 16736.1 60 60 37.8 -41.2 74 X 63 72x49 No No
7/4/2015 Florida Building Code Online
r
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Product Approval Menu>Product or Application Search>Application List>A pii 'on Detail
va 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 Jay 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 RI COI EvalRep CWS-8718(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
https//floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvg[ON3eNaBBBv3yAgMAp/o3d°/p3d 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
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 1I CWS-8718(HS-8200. 74x63. 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,74"x 63", DP+/-60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RS AE EvalReD CWS-8715(HS-8200. 74x63.
Glass complies to ASTM E1300-04. IMP).Ddf
FL16736 RS AE Ouanex(Mikron) NOA 12-1017 02.Ddf
C d P
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 RS II CWS-869B (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 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReD CWS-869B(HS-8200. 111x63.
IM df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
Kaci Wext
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
mall 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 here.
Product Approval Accepts:
0 WN eC6ect M
SCOUrtLY:4t 1�T�ttttJ�:
httpsJ/floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblg/o2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%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 869B
April 18,2015
roduct Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ ,
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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 5�'
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-86913,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A,-4, and 4A, 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-86913,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-869B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869B
• 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
• In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-
0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.021
• 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`"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.
No 58201
4/18/2015
Lucas A. Turner P.E.
:�0,. STATE OF
�:�,��
p.1 FL PE#58201
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Qs�mffl
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
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
112 1/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v
INFILTRATION TEST PRESSURE AND GLASS TABLES
4915!16" 245/8- ASTM E-1300-04. o o Eli
DLO GLASS DLO 000
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w
--- - - _ -- - --- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w¢ m
ANCHOR CALCULATIONS. m
1 m z
641/4' I 1 1 1 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL r O
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT ' o
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ w >
FLANGE U w a O
B o Z w
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND o - Of
HEIGHT wFLYING DEBRIS. a w 1-
a
W W W
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ 0 v
UNT x GLASS6• O 1 X I 56114" USED AT FIXED MEETING RAIL AND HEAD/SILL. a w
HEIGHT DLO 1 D I D GLASS O
DLO 8.SERIES/MODEL DESIGNATION HS-8200. m Q O
B z
6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: IL
SM9 916' BASH X=OPERABLE SASH,O=FIXED SASH ,`,py"P DREW x'14
HEIGHT I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
I 1 D LOCATION. v:' No 58201 ,'�7a
c 6 -
11.EXTERNAL WEEP SLOT 1/4"x 1"LOCATED 4"FROM BOTH ENDS.
-- - A- C - A -
2715116' gip'" STATE OF
MAX SASH WIDTH 6 - p R%13 �N 41
�
1717-
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
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 B
ANCHOR SCHEDULE&NOTES................5 111 x 63 +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
WIN\�. s�m
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8200 PVC
718"OVERALL HORZ.SLIDER
3/16'ANNEALED OR TEMPEREDIMPACT
718'OVERALL
114"AIRSPACE 1/8'ANNEALED OR TEMPERED u? v
7/16'LAMIrn m lii
318"AIRSPACE
3/16'ANNEALED
5/16'LAMI o o O
.090 SENTRY GLASS IONOPLAST INTERLAYER1/8'ANNEALED p }
3116"ANNEALED w ¢ m
.090 DUPONT PVB INTERLAYER U)
U Z
118'ANNEALED LL r O
9 PURFECT GLAZE"H' v m U)
SIKAFLEX 552 c ❑
N Z
w
9 PURFECT GLAZE"H" a w P
SIKAFLEX 552 p p D-
w
11 1/2"GLASS BITE
❑ L) w
30
a O 11 1!2'GLASS BITE ❑ U 0
30maz
16 .(AOREW'l e
`oG�S.y�cENs� -p2.,�
OC58201
STATE OF :•4U
GLASS TYPE B
SASH GLASS '����• <O R 10P:���:
GLASS TYPE A ,i/,SSfOyNA�E�G,•
FIXED GLASS
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 10/11/13
DWG#: REV.:
CWS-869 B
SCALE: SHEET
1:1 20176
INTERIOR 3 24
WINDOW SYSTEMS
1 19 or 49 0 15 1 134 4 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
40 8200 PVC
HORZ.SLIDER
IMPACT
a - a a
0 o F-
11 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D o o 0
JAMB ROTARY LOCKS Y w
� p }
40 JAMB ROTARY LOCKS: w a m
MAY BE SUBSTITUTED FOR JAMBw
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. LL F p
1 p REQUIRED ON FIN UNITS. < Lo m
o >
45 c w 0 w
43 a' W X
a
w w �
31-37 46 �- U
rn
18 U O
16
m.a o
11 50 Z
14 HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASHES ���9
8 F(ITEMS 44 8 46) C�C1P;4�G fi tJ s�.•�Q,Y
�vt No 58201
INTERIOR =v: k :2c-
9O: STATE OF
G.
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23) ��
14 LOCATED AT THIRD POINTS.
16 I 4/11/2015
6 /� I N E TE ER IMPACT HOOKS OR ROTARY LOCKS
LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
47 PH.941-380-1574
SHEET DESCRIPTION:
1p Jil
I
0 0 <= SECTION VIEWS
1 -
DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.:
1:20 CWS 869 B
SECTION VIEW C-C
ALTERNATE FIN FRAME scALE: SHEET
1:2 30F6
PARTS LIST 3 1/8'
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" CORNER CONSTRUCTION Mon'�/��Q)_
Frame,1 H-6049 Main SH/HS,Flange,PVC Mikron PVC 3118 WINDOW SYSTTEMS If f I/.(
2 H-1681 Fixed Rail,Heavj Duty,Aluminum Keymark Alum 1 47 2 1900 SW 44TH AVE. L�%�
3 S�077 Cover,HD Fixed Rail,PVC Mikron PVC OCALA.FLORIDA 34474
_ 1116' W W W.CW S.CC
5 P-4638 #8 x 21/2"Ph Mod Truss Type A TE Ajax Steel 211/18 1/16" 3 9/16" Q 1 718 1116•
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone L
7 S-1776 Roller Track Keymark Alum CORNER WELD 8200 PVC
(ALL SIDES)
P �1L 1/6" 1:8 HORZ.SLIDER
8 5.6013 Screen Adapter,Jamb,PVC Mikron PVC
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN 6048
6
11 S-6064 Glazing Bead Mikron PVC
2 3/16• 1 15/16• 13116"- S
12 H46050 Sash Meeting Rail,PVC Mikron PVC I'"— � I 23/16' o, io w
13 H46051 Sash Pull Rail,PVC Mikron PVC I 1 to 3 0 0 0
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC I IF 13
1 5/8' 1 5I18- 1 5/8• 1 5116' LU }
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16• I q 1116" V16' L 1116• 2 w a m
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum LL CO
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 LL r O
18 P-3429 Wst .,0.270 x.167 back FlnSeal,G Ultrafab FIXED MEETING RAIL y
P 0 3/16" SCREWED TOGETHER WITH pLD
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME Z w
1:8 O
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a °w P:
a_
21 P-4069 Keeper,Impact,PVC Interlock 518• W IX
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 1_ 6.. I 314' o vOi
1 5116' I 15 /� 1 a x w
23 P-4958 Rotary Lock Interlock 46 1l• 1/16' 15116'I �1 vtg _ U O
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 7/8' L Ir m ¢ O
25 P4952 Keeper,Rotary Lock Interlock L JL1/16' SASH MTG.RAIL-1497 �— Z
It
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 SASH REINF.-1699 '%10111011"
27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel 3/4 7/16 1 114 �•�?`'PSCS•TG�!.i4
03116- 3116'
28 GLASS SEE SHEET 2 CARDINAL GLASS +�JG F'•.L�S
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O r 1s 7 :-+: No 5622]1 :P
30 P-3028 Set.Blk.,85 Dur.,1/8'x 7!8'x 2'Lg. Frank Lowe Rubber 6' I 1116 1/16' #
518"r-- S.B.R./S.S.R.-1498 �'7T• 2
31 P-3218 Screen Frame Allmetal RollForm -r 44 ROLLER TRACK-1776
32 P-4754 Screen Comer Ke Allmetal Ion 5/8 1116' 'inn'•° P•'c��:
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 r7/8'1 ............
� 111100"
��,
34 P-3029 Screen Pull tab Summit 7�If@
I
35 P-3033 Screen Spring Fla.Spring SS 4n 3116' 9/16 43 y�
36 P-3228 Screen Spline Dapa I O PVC GLAZEBEAD-6064 J— 1/16' 4/141/2015
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112
LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber I 6. � 1/2• 1 1/8'j FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1511 6" �t—n j I 318•9;R��
1239 JABARA AVE.
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 4 }_� �u---Loi NORTH PORT,FL 34288
7/8 1/16 PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum �_ 1176' PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
44 1 S-2000 jImpact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #8X518 Ph FH TEK,Zinc,Painted Ajax Steel I+ ..I BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16" 3.--y �1/2" 5116". I 11/81 I
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I 9 DRAWN BY: DATE:
40 T_ 1/16• TEF 10/11/13
48 S-6055 Roller Track,PVC,(Antiaift) Mikron PVC T
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG p: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 B
50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET
14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40176
WIN EMS
3'(NP.)
1900 SW 44TH AVE.
OCALA6•MAX.(TYP.) 3•(TYP.): Fr F 1� SEE NOTE 2 4•M .)—�{ ♦•--}8-MAX.O.C.(TYP.) WWW. FLORIDA 34474
MAx.o.c. I I I www.cws.cc
s MAX(TYP.) I (TYP. a MAx.(TVP.
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
MAX. IMPACT
I MO.C. I I
(TVP.)
17'
MAX.O.C.
(^'P.) X O X X X o o
000
I � � I
w ¢ m
U Z
O
1 17
I 10 Z W
ANCHOR LAYOUT-(FIN) Ww.0
A0. NCHORLAYOUT-(FLANGE) o o a
rw owo
U
U U
W
m U a
m ¢ O
Z
v No 58201
NOTES: : .STATE OF
:�40 XN
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �4S�O .? %�,`
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. 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
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE:
TEF 10/11/13
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. ONG u: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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
FMAIAAMA100(FINWINDOWS),FMAIAAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) 1:25 5OF6
MIN.EMBEDMENT (( r]�J��•7�//nr(4J�'�/�/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WIPIDOW SYSTEMS
IN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 Www.OCALAFLORIDA 34474
WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
NSIDEANDOUT INSTALLATSEETABLEI1 ANCHOR HORZ.SLIDER
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
�n v
PERIMETER SEALANT o c F
PERIMETER SEALANT BY INSTALLER o o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR LU }
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W Q m
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
�\ � FIN BY INSTALLER U Z
HORIZONTAL SECTION / l HORIZONTAL SECTION M ' O
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE v-p
HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z W
W w d It
w
w 0O U
1/4'MAX.SHIMLIJ
p Qul
SEALANT BEHIND v
FLANGE BY INSTALLER O
11 46, m Q Z
BYRINS ALLER��NT SEETABLEDMENT ,p�%�PryDRER,�T�f4
INSIDE AND OUT
�pQr.v�CENgF.,Q2:+
t :
SUBSTRATE BY OTHERS = No 58201 �-P
SEE TABLE 1 MIN.EDGE DIST. *• * "#
SEE TABLE 1 '9'; STATE dFto
VERTICAL SECTION :y0�.•� 1U�
6 TYPICAL SILL ANCHORAGE
iii/�s.C O R 1 O P' Nc;`�
4SIONAv ll
TABLE 1:APPROVED INSTALLATION FASTENERS
a 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2' 1-1/8" FL #
PERIMETER SEALANT 1239 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"[TW TAPCON 1' 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
�D1 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'[TW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN DATE:
FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ff1N FULL THREAD 7116, TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 4: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 112' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
T
7/4/2015 Florida Building Code Online
e
f iolida D2paItrnentaf BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff t BCIS Site Map j Links Search
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Regulation
Product ADDroyal Menu>Product or Acolication Search>Application List> i etail
FL# FL16736-R1
a 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
httpsJ/floridabuilding.org/pr/pr_app dM.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 1/2
r
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
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 RI II CWS-871B(HS-8200. 74x63. 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, 74"x 63", DP+/-60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvaIReD CWS-871B(HS-8200. 7463.
Glass complies to ASTM E1300-04. I P). 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 RI II CWS-869B(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 R1 AE DuPont PVB NOA 13-0129 27.odf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RS AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 RS AE EvaIReD CWS-8698(HS-8200. 111x63.
IMP),pdf
FL16736 RS AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Gadk 5a T
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cogyriaht 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 here.
Product Approval Accepts:
®99 M
5CCUl'ttYAtl:t7ltCs
hftps://floridabuilding.org/pr/Pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 212
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i 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 5th
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-871B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1, -1 A,-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-871 B, 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. 13-0129.27,
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02,
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.
pkORE by
t No 58201' x'M
t
rte• ��.r
STATE OF .z 4-0 4/18/2015
.,F •.,f p C?,. ' �.�. Lucas A. Turner,P.E.
ss�p pLr'%%% FL PE#58201
��gfe�t��•
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW Smffl
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 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
74'MAX.UNIT WIDTH 3.CONFIGURATIONS:'OX','XO'. 8200 PVC
HQRZ,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 n v
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. o cc"! F
Baa
I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Y
641/4 I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR w
w }
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I w ¢ m
FLANGE B B ANCHOR CALCULATIONS. y
HEIGHT I U Z
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m O
REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a o
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ w Z >
63' I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w w of
UNIT T FLYING DEBRIS. o o a
HEIGHT O X 599'/16- 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a U
SMASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w
HEIGHT � U �
8.SERIES/MODEL DESIGNATION HS-8200. m Q :
Z
5813116' I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: un�un
GLASS I 5 X=OPERABLE SASH,.0=FIXED SASH ,`���PrjDREW
'T
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���Q�;••'YCE Ng'• Q���
5 LOCATION. JQ s"
I I I D v: No 58201
I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4'FROM BOTH ENDS. 2 ik; * •.*=
CiI D: jat
__ _ _ __ O:• STATE OF :�45
C A
5
33'GLASS DLO �j
36 5/16'MAX SASH WIDTH Z`
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:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG q: REV_
ANCHOR SCHEDULE&NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT SCALE:
ALE: 1 B
' INSTALLATION DETAILS...........................5 SHEET
1:15 1 OF 5
INTERIOR 7 8 3o z
Quiamm
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
O N Q
O O �
41 40 3 1 9 39 W y
W Q co
SECTION B-B !n
U ZO
8 11 NOTE:FIXED LITE AT HEAD m ~
AND SILL IS SIMILAR. ` o
31 N WZ
a w O W
19 C) o
w w'0:
38 3 ¢ z
IL
1 17 ujuj
36 32
Z
19 m Q
414
MIDSPANPOF SASH HOOK m'P) ,,,`.POE N�'
(ITEMS 35 8 36) 7/8'OVERALL 'JVP: ,\ SF. •�•v i
�v: No 58201 :-P:
1/8'ANNEALED or TEMPERED
INTERIOR I 7/16AIRSPACE �'V• ;�tL
I '3>; STATE OFfir.`'
I 5/16'LAMI OS •'�/�
118'ANNEALED ��S C,
SWEEP LOCK(TYP.) 4�0NA�t``��,
43 OO YEN CANE FORCE WINDS. 10 DUPONT PVB INTERLAYER
LOCATED AT THIRD POINTS 1!8'ANNEALED ��
19 4 3 (ITEM 27) 43,I 4/11/2015
PURFECT GLAZE-H-
13 �7� p SIKAFLEX 552 LUCAS A.TURNER,P.E.
1
��IOIII 2 FL PE#58201
41 ; 1239 JABARA AVE.
34 NORTH PORT,FL 34288
8 5
PH.941-380-1574
I
16 SHEET DESCRIPTION:
5 I 112'GLASS BITE
0 0 3z SECTION VIEWS AND
GLAZING DETAIL
DRAWN 8Y: DATE:
a
SECTION A-A HEAD IMPACT HOOK AND
JAMB SWEEP LOCK LOCATIONS
�� ADE 10/10/13
1:20 DWG 0: 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 SYSTENS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 6 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 211116• 39/16' 1/16" 21/8" 1/16" WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1116 l=
6 H-6050O CORNER WELD
050 Sash Meet.Rail,PVC Mikron PVC (ALL SIDES) HLOO PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC L 1'8 I"IORZ.SLIDER
8 H-6049 Main Fr.,SH,w/FIg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley P 9. Y 2 3/16' 115116° 13/16' 9/16' g � v
r—
11 P-3113 Screw Support,PVC Team Plastic Rubber
12 P-3218 Screen Frame Allmetal RollForm I 7 4 40 0 0 0
13 P-3228 Screen Spline,.155 Dia.,Elk. Dapa 1 518' 1 5118' Q 1 5/B" 15/16" Y w
14 P4754 Screen Frame Comer Key Allmelal Nylon1/16- I q 1/16 I q 1/16• 1116 FIXED MEETING RAIL W Q m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL LL SCREWED TOGETHER WITH m
OUTERFRAME
16 P-3352 Set.Blk.,85 Our.,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 p
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab o o
18 P-3539 #8 x 314"Square TEK 2 Zinc Fastenal Steel '{ 3/4• $ w � LU
19 P�730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116" 51r Vill-
21
a LuT (�20 P-3752 Cap Plug,1!2"Hole M&M Nylon 1of
P-3783 or O L 1/16• L P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 w
� U �
22 P-4779 Roller,Tandem M&M Nylon I 1 s/16'
23 P�051 #8 x 1 1/4 Ph FH TEK,Wilt. Fastenal Steel X35) 314" 7/16 11 m a Z
24 P-4069 Keeper,Impact,PVC Interlock 718 I�. 1/16" ,`�gi!nu+Nye
25 P-4479 Weep Cover w/Flap M&M Nylon PLAN VIEW-1999 L T 1/16• `�`� RE
,QSP\CENS'r�P�4
26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel HEAD IMPACT HOOK-1999 1116' V:v F"%
27 P-4958 Rotary Lock Sullivan 21nC S.B.R./S.S.R.-1498 ROLLER TRACK-1776 v;" No 58201
28 P-4952 Keeper,Rotary Lack Sullivan Zinc p 3/16' k
29 P-0959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1!4 41 r7/8'-j O•;" STATE OF :lu
30 P-4633 Barrel Fastener Fastenal Steel
.L- 6. I 718' 9/1fi 31 '�'n�";,C O fl` ✓'"
31 S-1112 Reinforcement,Head Keymark Alum —j 518'f 1— ��i`SS .k4
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T— 36 1/16 ,N�`�`
5/8' PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum L 1/16"
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2• 1/8.1 3/8'�5116 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum �tL{I—' ' I LUCAS A.TURNER,P.E.
37 S-6005 Anti Lift Mikron PVC [ 3/16' FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC �T- 3•—�I ^112^ ^ 1/16" 600 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC T �'�J PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cover I Mikron PVC PH.941-380-1574
1 1/8.1
41 S-6064 Glazing Bead Mikron PVC 5/16' SHEET DESCRIPTION:
42 GLASS SEE SHEET CARDINAL GLASS 7- 39 BOM AND EXTRUSIONS
43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone I 1/16-
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#.' 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
2womm
12 1/2'MAX.O.C.(TYP.) 1900 SW 44TH AVE.
3-(TYP.) OCALA.FLORIDA 34474
6"MAX(TYP.) SEE NOTE 2 4'MAX 8-MAX.O.C.(TYP.)
, I ~3'mvPJ I II
II III �I E NOTE 2
WWW.C8pW�2Sf
U.0
I6'MAX(TYP.) 4'MAX.(TYP.)
INSTALLATION UC
IN
PVoinC
ANCHOR(TYP.) INSTALLATION HORZ.SLID
vE
R
8• ANCHOR(TYP.) IMPACT
MAX O.C.
(TYP.)
17�).C.
PW
0 0
w ¢ m
m
U Z
00 o
I I v oL13 co
Y
_ I +.J�.�• mN�oy¢�wWWa4�iZO—ra
W
Wa
ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FZ
``'p4DREW
No 58201
NOTES: % STATE OFOR
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
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.
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
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 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.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: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 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
e
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS cff�mffl
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE I SEE TABLE 1 BY OTHERS
SEE TABLE 1
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WwFLORIDA 34474
CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BY INSTALLER INSTALLATION ANCHOR 8200 PVC
INSIDE AND OUT SEE TABLE HORZ.SLIDER
SEALANT BEHIND SEE TABLE I
EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4°MAX.SHIM
O in c
PERIMETER SEALANT w
PERIMETER SEALANT BY INSTALLER c o O
BYNSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR W >;
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 w ¢ m
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND /n
� FIN BY INSTALLER U Z
n l HORIZONTAL SECTION C HORIZONTAL SECTION m r
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE p
j
HEAD AND SILL SIMILAR FOR FIN INSTALLATION r w Z w
wa w O �
n
0
wof
F. O
1/4'MAX.SHIM p U
SEALANT BEHINDw
FLANGE BY INSTALLER D = U
01
m ¢ Z
PERIMETER SEALANT MIN.EMBEDMENT µfflil4
INSIDE AND OUT BY NSTALLER SEE TABLE 1 ,`,�.y�P.p7DR....
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v: No 58201 •'�9"
SUBSTRATE BY OTHERS :
SEE TABLE 1 MIN.EDGE DIST. =
�\ SEE TABLET
/ H 1 VERTICALSECTION 'p".� STATE OF W'
5 TYPICAL SILL ANCHORAGE o;,t%*°tic( DN..Z
O p 1, N�?
4SIONAx.0;'9L%
TABLE 1:APPROVED INSTALLATION FASTENERS
4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"R1N TAPCON FL PE#58201
1-1/2' 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1' 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT K-0"\ PH.941-380-1574
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-114' 2-112' 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116°INV TAPCON 1-3/8' 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON 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,
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN sYDATE:
:
FLANGE (33 KSI YIELD MIN) 7/16" ADE 10/10/13
TEKSSELF-DRILLING SCREW THRU 0.060"
1/8"ALUM.(6063•T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0. REV.:
FLANGE 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
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. S�E SHEET
1:2 5 OF 5