HomeMy WebLinkAboutProduct Approval OI Size
opening,
(WxH),
1. FL16177.1 34 x46
(SINGLE HUNG)
2. FL16736.2 70 x58
(SLIDE/PIC/SLIDE) !�1
3. FL16736.2 110 x 46
(SLIDE/PIC/SLIDE) 2
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I SCALE:
NOT TO SCALE
170 > DATE:
Mar 06,2016
PAGE DESCRIPTION:
Site Plan
PAGE: OF
1
1
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Property Information Building Information
Owner: Anthony&Karla Garcia Wind Zone: 170 MPH.
Address: 7370 S OCEAN DR 211 Exposure Category: D
Jensen Beach,FL 34957 Minimum Building Dimension: 51 ft.
Mean Roof Height: 90 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) 1[ Height(in) JElevation(ft) Pressure(psf) Pressure(psf)
1 End 34 46 7 44.5 -105.1
.. -----.. ......... ------ - ------ --
2 Int 70 58 7 43.3 56.2
---- ............--- --... -- ------- -- ---- -- --._—.....---
3 Int 110 46 7 42.5 _-55.5
4 Int 34 46 7 44.5 -57.3
T«a
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-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 ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED MULLION
( ) (-)PSF ( ) (-)PSF SIZE DIMENSIONS REQ Y/N/NA REQ Y/N
1 End window 7/8"Lami FL16177.1 70 70 44.5 -105.1 52x62 34x46 No No
2 Int window 7/8"Lami 1G FL16736.2 60 60 43.3 -56.2 111 x63 70x58 No No
3 Int window 7/8^Lami IG FL 16736.2 60 60 42.5 -55.5 111 x63 110x46 No No
4 Int window 7/8"Lami FL 16177.1 70 70 44.5 -57.3 52x62 34x46 No No
7/5/2015 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
ik n ^*S
R2 �# a LLAFL# FL16177-R1 I,
"` Application Type Re ��h
visionR FE
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Code Version 2014
Application Status Approved APP.
.7`'q9" a 0 5 201
6
Comments PERiwITTING
Archived St. `utile County, j=[,
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 Single Hung
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 FL16177 RI COI EvalReo CWS-812B(SH-8100. IMP. NoSillAnch).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_Ol.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmB[PjuPdYuGeM3yYul882p/`2bJrew°/a3d%3d 1/2
7/5/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
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
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 RS II CWS-812B (SH-8100, IMP. NOSillAnch).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf
glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReo CWS-812B (SH-8100. IMP.
C
omplies to ASTM E1300-04. NoSillAnch).odf
FL16177 R1 AE Quanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
ts<Aru17777
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 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 click here.
Product Approval Accepts:
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sccurit�•at s rIt{��s
NMI
httpsJ/floridabuilding.org/pr/pr_app_df.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy8Qtj Dbm BI PjuPdYuGeM 3yYul882%2bJrew°/g3d°/g3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 61 3/4"unit size,
+/-70 PSF,no anchors in sill
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 61 G20-3.005 (4). This product complies with the requirements of the 5`h
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-81213, signed and sealed by Lucas A.Turner, P.E.
3) Test Report NCTL-210-3815-1A,-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, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-81213,signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-81213.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont 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.
i14���,fi10 R�lir �'ri
•
• * 4/18/2015
Lucas A. Turner, P.E.
00 . srAT� OP ,� , FL PE#58201
�
i,�`jr ,b�J '` C�,�`
GENERAL NOTES: QEtb
SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPLNOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EMS
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. WW W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X".
7 8 AX.UN T WIDTH SINGLE HUNG
47„1,6'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- - ASTM E-1300-04. o cO F-
o � o
63" _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
HEIGHT v N Z
B O I B 2613/,6- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m b
GLOGLASS NOT REQUIRED. o w
N O Z W
1 I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
61314
1 3 4"I I USED AT FIXED MEETING RAIL AND JAMB. a I- ¢
UNIT
LL
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. < z U
EL m
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ o
1 X=OPERABLE SASH,0=FIXED SASH m ¢ O
30 3116" I 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
MAX 26 GLAS LOCATION.
%��p tuvi 4 ,
SASH `, 1 GLASS ORE
HEIGHT J� DLO ♦, P,,........T ��
g 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. :�P`
6 �Jp..
C v�-4 t No 58201
:9 STATE OF
s A
A zr/
GLASSS DLO 1-
46 3/8" 4/1112015
MAX SASH WIDTH 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 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWG#: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS....................6 SCALE: SHEET
1:15 1 OF6
YVINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
LL2 N
t7 of w
O <
o � O
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS Q
w m m
1/8'ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED U)
vZ
7/16"AIRSPACE 7/16"AIRSPACE m o O
Q " D
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS N o Z j
1/8"ANNEALED 1/8'ANNEALED w ¢ O Ir
a H
a.
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT W LL Q
116'ANNEALED 1!8'ANNEALED o 0w
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Z)
cr
47 PURFECT GLAZE"H'OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 m Q Z
� ,NO RE W������
14 1/2'GLASS BITE 112'GLASS BITE ♦ P.••••... TG
as 48
NO 58201 :�-P
3
STATE OF :W:
•�d'S+fOIVA�ET1�`��
r
FIXED LITE SASH LITE 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:
BAT 06/18/12
DWG#: REV.:
CWS-812 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
45 3 53 1 38 13 3 3 4 45 W W W.CW S.CC
8100 PVC
0 ® SINGLE HUNG
0
IMPACT
4
� "
a a
w
� � Q
a —`
opo
3 Y r
3 14 54 14 65 66 63 19 4 w m m
SECTION B-B cl)
U a Z
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m S 0
RIGHT SIDE SHOWS SASH SECTION VIEW. v .
N O Z
LU� O l�
14 39 w z
D-
40 p U U
8 W
7 2 O
1 3 INTERIOR m ¢ z
9
8
6 8
S N: No 59201 D
,4 53 '9Q� STATE OF ';mow:
65 10 �i��'�C O R 1�✓'Cj��:,'
66ONAl��a��`�
6 3
3 3 4/11/2015
18 6
2 4 LUCAS A.TURNER,P.E.
FL PE#58201
3 1239 JABARA AVE.
0 D NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG H: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER //�_ ��
ITEM PART It DESCRIPTION VENDOR MATERIAL CONSTRUCTION (I 7//1(C+�/JbTKI�'L/�{/�
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 3 1/8' �LlC4L4N1L4lIUL/L/11'I�\(1��/�I
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl1 15/16' WINDOW SYSTEMS
3 H3031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl t F--23/16 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/FI .,PVC,R.Jb. Mikron Vinyl 2 I WWW.OCALAFLORIDA 34474
9 y 3 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' t 5/8' 1 518'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16• I 1/16' 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl OAL 1/76' CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.AIL-6028 PVC SASH TOP RAIL-6027 IMPACT
14 5-6064 Glz.Ed.,7/8" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ,2 a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1 1/2' ch m ui
20 1 S-6029 lSash Stop/Filler,PVC,Vert. Mikron Vinyl 3 0 7 2
6
23 H-1699 Reinforcement,SBR Keymark Alum 718• 13/16"
71
24 P-2190 Balance BSI
25 P-3059 Sash Cam,PVC BSI Plastic t/16 1 w m m
9/1
26 P-3046 Take Out Clip BSI SS 1518" 2 1/8' 1/16' FIXED MEETING RAIL Cl)
27 P-3783 Lock,Impact,PVC Interlock1116" SCREWOUT RF AME ED TOGETHER WITH LL a O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 c in
30 P3215 Weep Cover w/Flap Gaer REINF.,IMPACT HOOK-1112
Plastic o z >
Lu
32 1 P-3429 IWstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w a: cc
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o � a_
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel t 5/t6' 9116' w z ¢
39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2 t 1/6' 5/16' 1 o p0 w
40 P-3342#8 x Sal r, w/#6 Head,TEK,Will. Hub City Steel o I ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7i8' 8 1 5n s• 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16 045' 1/16 m ¢ z
t/i6'
48 P-3352 ISet.Blk 47 P-3438 Sikaflex 585 Dur.52 or ,1/8t x 5 8e 2" Lg. SIF. LOweel P�
Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED AIL COVER-6063 PVC SCREEN SUPPORT-6014 , 40REW "11
51 P3881 Temporary Lbl.(NFRC(DP) p :'GENS'•. Q
52 P3613 CWS Lbl.(logo) Pro Label
53 Sash SEE SHEET 2 GLASS 3/a 3/4. tla I� :_: No 53201 :�
54 Fixed SEE SHEET GLASS a/1s 3 I 1a =f * C
56 P-3281 Spacer Duraseal 13 15/1x' 1116 1' 9 7/S' = O: 2;
62 P3218 Screen Frame,Horiz. Allmetal Alum T 1/16 �_ tlt6' j— 0 STATE OF :�
63 P-3218 Screen Frame,Vert. Allmetal AlumREINF.S.B.RJS.S.R.-1498 REINF. BTM AIL-1699 REINF,TOP RAIL-1497 PVC GLAZING BEAD-6064 R OP
64 1 P-3321 iScreen
tal
65 P-3581 Screen Cloth,he BComer x 16 Fiberglass elf eervue FiberNAi
Fiberglass
stic ''� O ���,,`
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z✓1
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum q 3/16' 12FL PE#58201 AVE.
72 5-6063 Cover,Fixed Rail Mikron Vinyl O
73 1 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 1 P3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5116' 1/2' SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5' 3/16'7
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 I� 3' 1 BOM AND EXTRUSIONS
7/+ 1/16" T—O 0
_3SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 40F6
6•MAX.(TYP.) 17•MAX.O.C.(TY .) QEtEMSM
1900 SW 44TH AVE.
6-MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
MAX.D.C. I I SINGLE HUNG
(TYP.) IMPACT
O INSTALLATION
ANCHOR(TYP.)
N N
I r
I I o c F
o � �
Y I-.
wnc Rai
w m m
a•(IVP.) I Icl)
O Z
I I m o 0
Q N (n
Q
W
101/2• /\ ¢ ¢ O m
MAX.O.C. a Q I-
(7YP,) c7 a
Z U
w
4•(TYP.) Tr-- -- -- m ¢ Z
4"(nP•J NO ANCHORS REQUIRED IN SILL
P rG
ANCHOR LAYOUT-(FLANGE) 4
No 58201 :7�
NOTES: X11% STATE OF :4u+
O F -4:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. �5' O R 1 O P,: �
Ca
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 ,'�++S+� A�i
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,S E T 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.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12
DWG x: Rev.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 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: SCALl SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE Cp��
MIN.EMBEDMENT WINDOW SYSTEMS I\�/I
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 114"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
EE TABLE i
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. $1 OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLAOSINGLE HUNG
SEALANT BEHIND SEETABLEI ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
l(] N
a m m w
o F-
o
PERIMETER SEALANT
BYINSTALLER - ¢ Y
INSTALLATION ANCHOR INSIDE AND OUT W m m
SEE TABLE 1 SEALANT BEHIND W
FLANGE BY INSTALLER m "2 O
LL p
< N (n
CONTINUOUS DOUBLE 3116"BEADS OF B HORIZONTAL SECTION N o Z ]
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE ¢ W O w
PERIMETER AT ALL INDICATED POINTS aw ~
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
1/4"MAX SHIM p C) U)
SEALANT BEHIND ¢
m O
FLANGE BY INSTALLER
¢ O
PERIMETER SEz
BY NS AL ER ALANT SEE TABLE EMBEDMENT ` �PtyORE41,�T�i��
INSIDE AND OUT J
��JOPy.�;G
SUBSTRATE BY OTHERS N: No 58201
SEE TABLE 1 MIN.EDGE DIST.
�\ SEE TABLE 1 -10fr–
/ N \ VERTICAL SECTION O �
9 STATE OF :4uz
6 1.
TYPICAL SILL ANCHORAGE i�T�'';(O R l p p'� I
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENER LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT
/—C1HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1^ 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16'ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8' 718"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING 1 FULL THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
12 60F6
7/4/2015 Florida Building Code Online
i .� t -^:q'�14��.,, ,...-� '. �/dam/ f fM yi't.: fJil ���g�..,.♦ .
65
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b6da Denartmentd BCIS Home Lag In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff I BCTS Site Map Links i Search
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Professional WHO� {USER Public UUserOval
Regulation J.
Product AoDroval Menu>Product or Application Search>Application List>A pli on Detail
iL �Er; FL# FL16736-Rl
"""`"" 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 R1 COI EvalReD CWS-871B(HS-8200. 74x63, IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/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 dtl.aspx?param=wGEVXQwtDqu8oblp/a2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d*/o3d 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 II CWS-871B(HS-8200, 74x63. IMP).odf
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.odf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalReo CWS-871B(HS-8200. 74x63
Glass complies to ASTM E1300-04. IMP).Ddf
FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.odf
C t l 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 R1 II CWS-869B (HS-8200 111x63.IMP).odf
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 RI AE DuPont PVB NOA 13-0129 27.odf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.odf
Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReo CWS-869B (HS-8200. 111x63.
IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
f!e^x
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 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:
Mill
securlt".ivi ntcv
WOMI
https://floridabuilding.org/pr/pr_app ol.aspx?param=wGEVXQwtDqu8obl°/g2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/2
URNER1239 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 44`x'Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5°i
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-869B, 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-869B, 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.
<<ti��inrrrrr�i
�, 1qO RE 1'v
EN
..
v .'"• No 58209 •�
* * * = 4/18/2015
b' Lucas A. Turner P.E.
:9 E OF :4
STAT :
��� • �,:'� FL PE#58201
GENERAL NOTES: 002990,1 ///7
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS (/L�Q��/QJ(
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. W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
1121/4'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 85 w
49 15116• 24 5/8" ASTM E-1300-04. o o F
GLASS DLO GLASS DLO o o ¢O
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
DETAILS. WL ATI DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w < m
ANCHOR CALCULATIONS. U)
U� Z
64 1/4" I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL O
MAX. I I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o
OVERALLFLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w
HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o 0
FLYING DEBRIS.
w w �
63• 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ~ c7 U
MAX
UNT GLASS 56
5813116' ¢ zd
V O I 1 �/ I 1/4' USED AT FIXED MEETING RAIL AND HEAD/SILL. ° = w
II I I X
HEIGHTDLO I D I D GLASS O 0
B DLO 8.SERIES/MODEL DESIGNATION HS-8200. m Q z
6 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
SMA 16' O X=OPERABLE SASH,O=FIXED SASH ASH ,`����`P�yDREK,�T�i���
HEIGHT I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,:GP:v�C E N jq GQ✓;
I I D LOCATION. :v' No 58201 ••���
c I a 6
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
=ro: :/rr
�-P% STATE OF :44'
27 15116• fi C A =Off• P !�:
MAX.SASH WIDTH \I"-4 O R 1 V•. \_1
'ON A'ti?G'
zz
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 Al: REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 B
ANCHOR SCHEDULE&NOTES................5 111"x63" +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 c SCALE: SHEET
1:20 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8200 PVC
718"OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPERED 7/8"OVERALL IMPACT
1/4"AIRSPACE 1/8"ANNEALED OR TEMPERED in v
7/16'LAMI
3/8"AIRSPACE o o
3/16"ANNEALED
5116'LAMI o o O
.090 SENTRY GLASS IONOPLAST INTERLAYER1/8'ANNEALED g O }
3116'ANNEALED w ¢ 03
.090 DUPONT PVB INTERLAYER �
U Z
118"ANNEALED
9 PURFECT GLAZE"H" v
CO
SIKAFLEX 552 0
N J Z
9 PURFECT GLAZE"H" a w i
w
SIKAFLEX 552
11
1/2'GLASS BITE
W
30 t1 1 112'GLASS BITE � U
a O 30 m Q Z
16 t
DREW!���4
1
1417-771C3
4 �GENg ..'P
oQoQ -A
O ho 58201 P
:0STA E OF •44.1:
O GLASS TYPE B ^O'•. lu
SASH GLASS (p R 10
`1
A•'�_�
GLASS TYPE A '01441,11
;ON ,� ?��
FIXED GLASS Z:;_I
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 4; REV.:
CWS-869 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR 2 5 3 24 (cLfRlnlJL4l!//UULI'•s
WINDOW SYSTEMS
1 19 or 49 0 15 1 13 4 4 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
r� 40 8200 PVC
HORZ.SLIDER
IMPACT
oo <
t1 8 3 2 5 6 17 18 8 1 SECTION VIEW D-D o 0 0
JAMB ROTARY LOCKS y w
}
JAMB ROTARY LOCKS: w ¢ m
a0 MAY BE SUBSTITUTED FOR JAMBz
^ - SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. LL O
REQUIRED ON FIN UNITS. v o
45 N w Z >
of
43 w p
W
w o a
w W Q
31-37 n 46 0 U
U)
Jui
w
18 Z) Lt 0
16 m ¢ Z
11 50
14 HEAD IMPACT HOOK(fYP.) ��� 14DREt�1;+++++
MIDSPAN OF SASHES ��,5 P''
8 (ITEMS 44 8 46) ; VPS��\ SF•.'Q,i,
v:• No 582-01
INTERIOR ?-P=• STATE OF r<u:
I I O�tcs'��O R 1 C?✓'�j�=�
JAMB IMPACT HOOKS(ITEM 42) 4S'ON A�
OR ROTARY LOCKS(ITEM 23) ��
14 LOCATED AT THIRD POINTS.
1s 4/11/2015
X NOTES:
n 6 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
QUI 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
I SHEET DESCRIPTION:
1D I 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 0: REV.:
1:20 CWS-869 B
SECTION VIEW C-C
ALTERNATE FIN FRAME SCALE: SHEET
12 30F6
PARTS LIST 3118" CORNER CONSTRUCTION
ITEM PART#-DESCRIPTION VENDOR MATERIAL 31/8" n/](��//J)�'
L/ef/G
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3118" WIINtrtOWLSYST� EMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
1116"
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC OCALA,FLORIDA 34474 5 P4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 211/1x' 1/16• 3 9116'I—*-
1 77 1/1x• kk WW W.CWS.CC
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone = LD
7 S-1776 Roller Track Keymark Alum CORNERwS)L118" (ALL SIBDES8200 PVC
8 5-6013 Screen Adapter,Jamb,PVC Mikron PVC HORZ.SLIDER
9 S-6014 Screen Adapter,Head 8 Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479PVC FRAME FIN-6046 479 Weep Cover w/Flap M&M Nylon 6
11 S-6064 Glazing Bead Mikron PVC n hj�
23116' 1 15116' 1 3/16" 5
12 H-6050 Sash Meeting Rail,PVC Mikron PVC f— �--2 3/16' o 13 H 6051 Sash Pull Rail,PVC Mikron PVC 14 3 0
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 13
1 518" 1 518" q 1 516" q ,5/16' Y w
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I I I 1/16 2 w 0 m
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum JLLL ..Jll---
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 O
18 P-3429 Wst .,0.270 x.187 back FinSeal,G Ultrafab FIXED MEETING RAIL
P (6 3/16' SCREWED TOGETHER WITH v o >
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME w Z w
1:8 O O
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel p a ° a
21 P4069 Keeper,Impact,PVC Interlock 518 _ W 0-1
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal SteelI 5 I 3/4• o z� m
1 5/16' 15 V111�6' a. Z w23 P-4958 Rotary Lock Intedock a61' o 0
24 P-4633 8-32 x 1/2"Barrel Fastener Intedock 7!a' L 1/1615116 m ¢ O
25 P-4952 Keeper,Rotary Lock Interlock L 1116' SASH MTG.RAIL-1497 Z
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 SASH REINF.-1699 ,�%.'1
27 P-3541 #8 x 112"Quad PH TEK 2 Zinc Fastenal Steel --{ 3/4'
28 GLASS SEE SHEET CARDINAL GLASS 43/16' 3/16' I I 7/16' 1,/4' ;GP:�vCtNSF•.P��±
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O I 16 7 jv:' No 58201
1116'
30 P-3028 Se[.Blk.,85 Dur.,1/8"x 7/8"x 2'Lg. Frank Lowe Rubber 6' I 1/16-
--i 518'''''�f�� /� S.B.R./S.S.R.-1498 -•-0
31 P-3218 Screen Frame Allmetal ROIIForm T ROLLER TRACK-1776 %p: STATE OF :4L':
32 P4754 Screen Comer Key Allmetal Nylon 5/i 1116" ,/4 �1,Os�4 O R 1
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 718'^{ its'S/ON A%-f-
8"
1•ti��``�
34 P-3029 Screen Pull tab Summit 1rrrrrrrrrrl�
716'
35 P-3033 Screen Spring Fla.Sp ng SS 43/16' �— 9/1s43 y�
36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 -� 1/16" 4/1111/2015
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' 1 118' FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16" �� 3/8• 15116'1 1239 JABARA AVE.
j}���l�V-"_ NORTH PORT,-1 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 42 1/,s_' 48 PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/8'
Y } 1116 PVC SCREEN CATCH-6013 1116• SHEET DESCRIPTION:
44 5-2000 Impact Channel,Sash Keymark Alum— PLAN VIEW-1577 PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #6X518 Ph FH TEK,Zinc,Painted Ajax Steel 1 1/e. l BOM AND EXTRUSIONS
r
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3116'-L 3" �1/2' 5116•L 9 DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I 40 1116' TEF 10!11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 B
50 P4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE
4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
� WINDOW SYSTEMS
3•(TYP j 1900 SW 44TH AVE.
OCALA6"MAX.(TYP.) 3'(TYP.9 1 O.-{ SEE NOTE 2 4"M P.)---{ ---{-8"MAX.O.C.(TYP.) WWW. FLORIDA 34474
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INSTALLATION
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INSTALLATION 8200 PVC
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6 IMPACT
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1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��+cs 0 F�b• jam`.`
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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 , O,NA 11 ���
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, 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--11 574
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.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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. DWG 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
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.25 5 OF 6
MIN.EMBEDMENT (( rJ/](0V7�//n)•y -m
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE `l..!(j'(S�l>JJ(Gl(�/L/L/U�
BY OTHERS WINDOW SYSTEMS
MIN.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.
SEE TABLE 1 www. FLORIDA 34474
rFLANGE
TE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
LE 1
MIN.EMBEDMENT MIN.EDGE DIST.
ER SEALANT SEE TABLE 1 SEE TABLE 1
8200 PVC
ND OUT SEE TABLENSTALLER ION ANCHOR HORZ.SLIDER
BEHIND SEE TABLED1 IMPACT
BY INSTALLER 1/4"MAX.SHIM
aPERIMETER SEALANT
PERIMETER SEALANT BYINSTALLER N Q
BY INSTALLER INSIDE AND OUT o o ❑
INSIDE AND OUT INSTALLATION ANCHOR L }
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W ¢ m
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
� FIN BY INSTALLER v Z
HORIZONTAL SECTION / C 1 HORIZONTAL SECTION m O
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6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE p
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w Z >
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SEALANT BEHIND U ❑
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NSIDE AND OUT NSTALLER SEE TABLE 1 ``tttt PpSOFE W T i0�,
No 58201 '�A
SUBSTRATE BY OTHERS =
SEE TABLE 1 MIN.EDGE DIST. *" * •"*-
SEE TABLE 1
AA, VERTICAL SECTION �% STATE OF :4u`
6 TYPICAL SILL ANCHORAGE % ,5A,
OF,IV.
ONA�
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" 1-118" FL #
PERIMETER SEALANT 1239 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"TIN TAPCON 1" 2" IN INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1' 1" INSIDE AND OUT \ PH.941-380-1574
l 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"ITW TAPCON 1-318" 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 1-318" 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:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 TEF 10/11/13
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#: REV.:
FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 BPRODUCT 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. scALE: SHEET
1:2 6OF6