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Product Approval Menu>Appllcatlon Detail JAN 10 2019
� M14FL# FL20838-R2 ST. Lucie County, Permitting
a,
.• Application Type Affirmation
Code Version 2017
Application Status Approved
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F 'w CommentsI LE 0 PY
Archived ❑
n x & Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
'j
Authorized Signature Kevin Pine
kpine@cws.cc
s _ Technical Representative Stephen Brooks
x Address/Phone/Email 1900 SW 44th Avenue
�. Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
0. Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
3 Ocala, FL 34474
(352)368-6922 Ext 291
' jlathrop@cws.cc
t A w'
Category Exterior Doors
" a 9 rY
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
�'a ❑ Validation Checklist-Hardcopy Received
d�t
+ "
Referenced Standard and Year(of Standard) Standard Year
t AAMA/WDMA/CSA 101/I.S.2/A440 2011
t Vii:
ASTM E 1886 2005
r I.I _ ASTM E 1996 2009
TAS 201/202/203 1994
t �
Equivalence of Product Standards
, r Certified By
f P
littps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtbxPgODTi%2bXw3llhpg57t2LrffwU%2bnoGogvBGdB206JA%3d*3d[12/13/2018 2:15:19 PM]
Florida Building Code Online
s, - El I affirm that there are no changes in the new Florida Building
R '- Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building.Code.
Documentation from approved Evaluation or Validation Entity p Yes O No O N/A
` FL20838 R2 COC 6thEdFBC-FL20838.odf
t .
Product Approval Method Method 1 Option A
4 s
� ? Date Submitted 08/09/2017
.: Date Validated 08/09/2017
M Date.Pending FBC Approval
Date Approved 08/15/2017
Summary of Products w ex < ,
Esc 1s4s a� � 1ax s
FL;# Model,Nufnber or_Name Description
20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8' Panels
--
+' Limits of Use Certification Agency Certificate
1 � Approved for use in HVHZ:Yes FL20838 R2 C CAC 1'38-1394CAR.pdf
r Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.12df ;
k
Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.pdf
Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.pdf
Other:Impact vinyl sliding glass door with light reinforcement, FL20838 R2 C CAC 138-569CAR.pdf
standard sill riser,and annealed laminated glass to+/-DP50. FL20838 R2 C CAC 138-570CAR.Rdf
Design pressure+/-65 with light reinforcement,standard sill Quality Assurance Contract Expiration Date
��" riser,&heat strengthened laminated glass. 04/18/2020
Installation Instructions
t , FL20838 R2 II CWS-1150-Rl.j2_df
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
aux
Evaluation Reports
1 ,
FL20838 R2 AE EvalReport1150-R1 dmf
Created by Independent Third Party:Yes
k5�
� 20838 2SGD 8800`;, R ° Sliding°Glass`Door 880"O,Series-5'X 8';Panels
- ts of Use , Certification Agency,C' ertificate
a Approved for use Fin;HVHZ:Yes F '�; FL20838 R2°C GAC 138-1601CAR Ralf
Approved for use outside HVHZ fYes FL20838-R2 C"CAC I'38=1602CAR odf;
n Impact Resistant Yes _ „I FL20838 R2 C CAC 138-57I CAR pdf
Design Pressure +80/ 80 q �- Quality Assurance Contract Expiration Date
Other,Impact vinylsliding,glass door with heavy 04/22/2020
reinforcement and high sill riser to+/6P80 Installation"Instructions '
w + { n F 0838, R2;11 CWS°1151 Rl�.pdf
Verified By.Lucas Turner FL PE'58201
Created by Independent Third Party Yes
Evaluation`Reports ;.
�3 FL20838 R2';AE EvalReport1151 RI odf ,
Created by Iniependent Third Party Yes
fg 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels
r
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.�if
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.pdf
Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.pdf
x Design Pressure: +65/-65 Quality Assurance Contract Expiration Date
Other:Impact vinyl sliding glass"door with heavy 05/11/2020
gyun
p ` reinforcement and standard sill riser to+/-DP65. Installation Instructions
FL20838 R2 II GWS-1152-R1.ndf
f Verified By: Lucas Turner FL PE 58201
n z - Created by Independent Third Party: Yes
1
Evaluation Reports
G t
FL 838 R2 AE EvalReport1152-R1. i
� Created by Independent Third Party: Yes
-
Fq 51
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https://floridabuilding.org/pr/pr_app_dd.aspx?param=vGEVXQwtDgtbxPgODTr°/a2bXw3I1hpg57t2Lrf1'wU%2bnoGogvBGdB206JA%3d%3d[12113/2018 2:15:19 PM]
Florida Building Code Online
a Contact Us:•7601 Blair Store Road Tallahaggee FL 32399 Phone,850-487-1824
s "r The Stale of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
+,CM3#` e" 4, 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
} x - 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),
r + •s .„ 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
d s+ " 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:
Credit Card--
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Safe
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https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtbxPgODTr%2bXw3I1hpg57t2LrfwU/2bnoGogvBGdB206JA%3d/3 d[12/13/2018 2:15:19 PM]
Domment Title: Doc No: FIRM 81-02
Rev No: '7 Page: Of
�Y,0N�, Structural Performance 1 � �
CE.�IPIG TIONS•ING. Certification
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 138 - 1611.0
Issue Date: 10/28/2016
Revision Date: 10/28/2016
Expiration Date: 10/3/2020
Company Code: 138
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Custom Window Systems, Inc Model: SGD 8800 PVC Imp Sliding Patio Door
1900 SW 44th Avenue Operator Type: SD
Ocala FL 34474 Config: All/Ast/SR, GS-7/16" HS Lami Mono or IG
Max Width: 288
Max Height: 120
Referenced Standard: Product Rating:
PA/TAS 201/202/203 Large Missile, DP=+/-65, 288x120 XXXXXXP
Qualifying Test Information:
Test Report No; PRI-CWS-015-02-01/ATI-F1575.02/18/19-401-44
Test Report Expiration: 10/3/2020
Authorized Signature:
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 1152-R1
November 10,2016
Product Description: Series 8800 Vinyl Sliding Glass Door,Large Missile Impact Resistant,Dmen
panel widths, 120"door heights,with design pressures of+/-65 psf,with heavy panel reinforce
required as shown in CWS-1152-R1
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requiremenProduct Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirementEdition(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-1152-R1, signed and sealed by Lucas A.Turner,P.E.
3) Keystone Certifications CAR documents 138-572, 573, 1604.0, 1605.0, 1610.0,and 1611.0
4) Test Reports F1575.01/02/16/17/18/19-401-18/44,from Intertek/ATI,Tampa,FL(TAS testing
signed/sealed by Justin P.McDonald),and CWS-015-02-01 signed/sealed by Zachary Priest,
from PRI Construction Materials,Tampa,FL,with testing performed: TAS 201/202/203-94,
AAMA/WDMA/CSA 101/I.S.2/A440-11,ASTM E 1886-05,ASTM E 1996-09
5) Supplemental Calcs.to support CWS-1152-R1,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-1152-R].
Limitations of Use: This product:
• May be used in sizes,design pressures, and with max. glass DLO sizes as shown in CWS-1152-R1
• Is large missile(91b 2x4, 50 ft/s) impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas
• Requires laminated glazing as shown in CWS-1152-R1,with Kuraray(prev.Dupont).090"
SentryGlas interlayer per Miami-Dade NOA 14-0916.11
• Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14
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.
�1ORESv �,►ry,
r `
.r a' No 58201 '��G
SrATE OF 4U 11/10/2016
0-0A." �vA►• t-V Lucas A. Turner, P.E.
.,` ,s R kV..
FL PE#58201
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Compliance Statement FL20838
August 8, 2017
Evaluator: Lucas A. Turner,FL PE#58201, 1239 Jabara Ave.,North Port, FL
Florida Product Approval Reference: FL20838.1, .2, .3
Product Description: Series 880 Vinyl Sliding Glass Door,Large Missile Impact Resistant
Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474
Statement of Compliance: I have reviewed the above-listed product and Florida Product Approval,
previously submitted for 5th Edition(2014)Florida Building Code(FBC)compliance,per the
requirements of FAC Product Approval Rule Chapter 61 G20-3.007(f)for Self-Affirmation.
The new edition of the code, 6th Edition(2017)FBC, does not require a material or substantive
change of this approved product or its installation. The testing standards and standard dates used in
the product testing, as indicated below,are also listed in Chapter 35 of the 6th Edition(2017)FBC
and are therefore valid and acceptable under the new code.
This product complies with the requirements of the 6th Edition(2017)Florida Building Code
including the High Velocity Hurricane Zone.
Technical Documentation Reviewed:
1) Evaluation Reports CWS-1150-R1, 1151-R1, and 1152-R1, as approved in 2014 FBC
FL20838
2) Approval drawings CWS-I 150-RI, 1151-R1, and 1152-R1, as approved in 2014 FBC
FL20838
3) Test Reports F1575.01/02/04/05/06/07/08/09/10/11/12/13/14/16/17/18/19-401-18/44, from
Intertek/ATI,Tampa,FL(TAS testing signed/sealed by Justin P. McDonald), and CWS-010-
02-01/02/03/04&CWS-015-02-01, by PRI Construction Materials Technologies,Tampa, FL
(TAS testing signed/sealed by Zachary R. Priest),with testing performed: TAS 201/202/203-
94,AAMA/WDMA/CSA 101/I.S.2/A440-11, ASTM E 1886-05, ASTM E 1996-09
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. tiys�trs►rr�1
No 582€31 ,a
9; STATE OF ;'tu 8/8/2017
-- - O Lucas A. Turner P.E.
''•�.0 R i FL PE #58201
���ll IONA1-��+`"
SLIDING GLASS DOOR - LARGE MISSILE IMPACT GENERAL NOTES: V(S14av(Llll/UU(G'p(I
WINDOW SYSTEMS LLQ
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1900 SW 44TH AVE.
185?g-4 PANEL WIDTH' MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING OCALA,FLORIDA 34474
POCKET CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE WWW.CWS.CC
A HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
ASTM E 1996 PER THE FBC. 8800 PVC
II I 2.GLAZING OPTIONS:(SEE SHEET 3) SLIDING GLASS
4 II I 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT
C.PANEL WIDTH II LIMITED TO:
II "XO„ ,.OX., ")MI.„oxo„„XXX,."OXxo”,. ,.
II "PX""PXX""PXXX" "PXXXX""PXXP.,"PXXXXP.."PXXXXXXP'., N 6i
40;"GLASS DLO II 2 TRACK,,3 TRACK,4 TRACK
N
—I 4.DESIGN PRESSURE RATING: m m
I II I
e' NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE
120" I 10 II AND GLASS TABLES ASTM E-1300-04. c Z
MAX. B I cLnss II POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, mzl
z
HEIGHT I DLO II 1 B WATER INFILTRATION TEST PRESSURE AND GLASS TABLES —' >
II
B ASTM E-1300-04. d zO W
117" I �/ II 11 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN $ a
MAX. I X X II X X I F USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11a
PANEL II I 12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 >
HEIGHT i II G WAS USED FOR WOOD ANCHOR CALCULATIONS. o
II 12
6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT � O
REQUIRED.
I ii I 7.ALL FRAMES ARE PROCESSED AND SCREWED ��� ANDREW..........
TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED41 P• S A
II I=> => I TOGETHER. 41
II No 58201 :71
8.SERIES/MODEL DESIGNATION SGD-8800. # =*
A 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: '11,0
0 siATE OF ?W
12 1D2 11 X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP ��n�•°(o g LOP:
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS INA
SIMILAR LOCATION.
11.WEEP SLOTS 112"x 1"LOCATED @ BOTH ENDS. Z�
11/10/2016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
TABLE OF CONTENTS SHEET DESCRIPTION:
GENERAL NOTES AND
GENERAL NOTES&ELEVATIONS....1 DESIGN PRESSURE ELEVATIONS
SECTION VIEWS.................................2 MAX.PANEL SIZE IMPACT RATIN
BOM&GLAZING DETAIL....................3 RATING DRAWN BY: DATE:
EXTRUSIONS...................................4-5 BLZ 05/17/16
TRACK WIDTHS..................................6 48-15/16"x 117-3/8" +/-65 PSF LARGE MISSILE DWG P. REV.:
ANCHOR SCHEDULE&NOTES........7
ANCHOR PATTERNS......................8-9 CWS-1152 1
INSTALLATION DETAILS.............10-11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLI ITED NUMBERscALE: SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1;25 1 OF 11
41 28
6 „ 40 ��-JIYCYN/lYW/UUCS'•
14 38,11,56 WINDOW SYSTEMS
�o 35 1900 SW 44TH AVE.
38,11,56 37 37
12 �OCALA,FLORIDA 34474
E
56 60 36 Qq o D WWJV.CWS.CC
a14 10 a B
2g 28 23 b 8800 PVC
39
37 14 O SLIDING GLASS
p I Q 0 I as 39 DOOR-IMPACT
30 d d d
- 19,20,21,58 �
p e 37
a I 36 38,11,56 14 �� o
15
d d N
00 19,20,21,58 12 m
33 16 37 14 v Z
36 38,11,56SECTION VIEW B-B 6 z° O
13 w c/)
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68 39 ❑o - a 0 D'
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36 IILL��JJII 59 13 .......5
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q o v;• No 58201
V:13 STATE OF tj
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0 22 ��5` ..........
N
FIXED PANEL
33 O ATTACHMENT zZ
0 0 0
36
11/10/2016
32 17 LUCAS A.TURNER,P.E.
e FL PE#58201
1239 JABARA AVE.
23 NORTH PORT,FL 34288
63 O O O 99n p
PH.941-380-1574
® ® u O O O d SHEET DESCRIPTION:
3 °�❑ ° ° °all �1°0❑❑ o❑❑ °a❑❑�� SECTION VIEWS
s7
39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE:
LIMITED TO+65 BLZ 05/17/16
DWG 0. REV.:
ITEMS NOT SHOWN FOR CLARITY: NOTES: CWS-1152 1
ITEMS
N T HOW 61-R CLARITY:
1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE SCALE SHEET
IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. 1:3 2 OF 11
�)
ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL ITEM PART# PARTS LIST DESCRIPTION VENDOR MATERIAL
1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Keymark Aluminum WINDOW SYSTEMS
2 K6161 2-Track Sill Vision PVC 52 S-2059 Screen,SnapCover Keymark Aluminum 1900 SW 44TH AVE.
3 K6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Aluminum OCALA,FLORIDA 34474
4 K6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Ion WWW.CWS.CC
5 H-6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,#14 x4"PH PN SMS Fastenal Steel
6 K6162 3-Track Head/Jamb Vision PVC 56 P-4269 Screw,#8 x 1"PH PN Tek Fastenal Steel 8800 PVC
7 K6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8x2.5"PHFLTek Fastenal Steel SLIDING GLASS
8 S-2064 Roller Track Insert Keymark Aluminum 58 P-4962 Screw,#8 x 3"PH FL Tek Fastenal Steel 25
9 S-6171 Cover,Sill Track Vision PVC 59 P-5565 Screw,#12 x 1 1/2"PH PN SMS Fastenal Steel FRAME CORNERS DOOR-IMPACT
10 S-6169 Cover,Interlock Vision PVC 60 P-5566 Screw,#12 x 2 1/2"PH PN SMS Fastenal Steel MECHANICALLY FASTENED
11 S-6172 Cover,External Reinforcement/P-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 m
12 S-6175 Track Filler,Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nylon N 6j
13 H 6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.531"x 1" Lamatek o 0
14 K6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,Frame Assembly,2-Track Lamatek Butyl
15 H 6167 Astragal Vision PVC 65 P-5493 Gasket,Frame Assembly,3-Track Lamatek Butyl m Co
16 H-6170 Gazing Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Lamatek Butyl
17 H-2060 Sill Riser,2.875" Keymark Aluminum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" Ultrafabo z
18 K2062 Sill Riser,4.062" Keymark Aluminum 68 P-4366 Dust Plug,1"x 3"x 1" Ultrafab Z
19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum 69 Screen,Spline Team Plastics Rubber m
20 P-5558 Support Channel,Bot Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth a2 E
21 P-5511 Cover,Panel Guide,Interlock Lawrence Nylon 71 Duraseal IG Spacer Quanex AlumdB I o a
PANELCORNERS
22 P-5516 Bracket,Fixed Panel Bear's Metal Aluminum THERMAL WELD
23 P-3300 Wts .,0.280"x 0.187"Back,Fin,Black Uttrafab <^� 1:8 w
24 P-3438 Backbedding,Purfect Gaze"H'Hot Melt Henkel/Sika Silicone 1"OVERALL 01
25 P-3514 Screw,#10 X 2"Ph Comb Hd Fastenal Steel 16"TEMPERED Z
26 P-3587Screw,#8 x 1"PH FL TEK-Roller Asm/Mortise Lock Fastenal Steel
27 P-3752 Hole Plug,0.500"Dia. Progress Plastics Ion g"AIRSPACE .v%%%t40rREW#����
28 P-3789 Handle Set with Thumb Turn Amesbury or Roto is"HEAT STRENGTHENED �Jp6�.;p'......
29 P-3792 Keeper AmesburyZ„ r�0-," F to
30 P-3793 Multi-Point Mortise Lock Amesbury 1s LAMINATED t�t No 58201 '•Tt
31 P-4250 Screw,#10 x 2.5"PH PN SMS-Keeper Fastenal Steel .090 SGP INTERLAYER = e
32 P-5287 Tandem Roller Assy,2.125"Dia Wheel Amesbury 3.. 1)•. STATE OF 'w
33 P-5438 Setting Blocks,0.090"x 0.875"x 1.5" Franke Lowe Rubber 7s HEAT STRENGTHENED O; 4
35 H-2b68 Reinforcement,Astragal Keymark Aluminum �'°cPi.b......t�`w
36 S-1775 Reinforcement,Lock Stile]Rails Keymark Aluminum
,����ss+CENA�
37 K2111 Reinforcement,HD,Interlock Keymark Aluminum 16
38 S-2071 Reinforcement,Extemal,Interlock Ke mark Aluminum
39 S-2069 Frame Insert,Installation Anchors Keymark Aluminum 33
11/10/2016
40 K2063 P-Hook Keymark Aluminum
LUCAS A.TURNER,P.E.
41 S-2065 P-Hook Adaptor Keymark Aluminum PI1R1ECT
42 S-2048 Screen,Astragal Keymark Aluminum 71 24 GLAZE 1239 JABARFL PE# AA
9 Y AVE.
43 S-2050 Screen,1-Track Head Keymark Aluminum NORTH PORT,FL 34288
44 H-2051 Screen,1-Track Jamb Keymark Aluminum 13 PH.941-380-1574
45 S-2052 Screen,1-Track Sill Keymark Aluminum SHEET DESCRIPTION:
46 S-2053 Screen,2-Track Head Keymark Aluminum �(]7 [� BOM AND GLAZING
47 S-2054 Screen,2-Track Jamb Keymark Aluminum U 11 DETAIL
48 S-2055 Screen,2-Track Sill K2
m mark Alunum ll U
DRAWN BY: DATE:-
49 S-2056 Screen,3-Track Head Keymark Aluminum
50 5-2057 Screen,3-Track Jamb Keymark Aluminum BLZ DWGfk REV.: 2016
CWS-1152 1
SCALE: SHEET
12 3 OF 11
8„ 18„ 13 21" 15 40 —6 17 B 18 V-W.4AvlYl!// •
2
13„ WINDOW SYSTEMS
116 Q D O 3„ 1900 SW 44TH AVE.
16 �0❑❑❑�❑❑❑0� 2 4 OCALA,FLORIDA 34474
W W W.CWS.CC
C Sill-6 61 18^ e" 416
^ 41s" 32 48° ¢„ LT i's" 8800 PVC
6„ SLIDING GLASS
0 0 0 Q 3 18 Sill Riser-2060 DOOR-IMPACT
O --ill 6063-T6
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-T5 LUCAS A TURNER,P.E.
10 tf Cover,Sill Track-6171 6063-T5 FL PE#58201
NORTH
JABARA AVE.
2 i8 PORT,FL 34288
113, 7 3 g, PH.941-380-1574
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NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 4 OF 11
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o FL PE#58201
I 1 II I 1239 JABARA AVE.
I @ I 11 I I 11 11� NORTH PORT,FL 34288
�15�^ I I II 11 II 4 y P111 PH.941-380-1574
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1L I I III III 1 III __doo
DRAWN BY: DATE:
Screen,3-Track Jamb-2057 [IF,
I I I BLZ EV.: 2016
DWG REV.:
CWS-1152 1
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-Reinf. scALE SHEET
Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11
WINDOW SYSTEMS
1900 SW 44TH AVE..
OCALA,FLORIDA 34474
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3T Sill w/2T Screen 4T Sill w/1T Screen
LUCAS A.TURNER,P.E.
FL PE#58201
16 A„ 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4 TRACK_WIDTHS
Q O DRAWN BY: DATE:
BIZ 05/17/16
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CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL)
NOTES:
9: STATE OF
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8 8 9),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SDBBE
!p �.
(SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.
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 SHCONSTRUCTED 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 10. 11/10/2016
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURETREATED WOOD MLUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
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 THEM 1239 PORT,JABARFL 34
SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,-1 34288
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 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 SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAW B DATE:
BLZ 05/17/16
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 a REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1152 1
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), FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 7 OF 11
E
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FL PE#58201
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o F- 0 o I NORTH PORT,FL 34288
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SHEET DESCRIPTION:
ANCHOR PATTERNS
vv000 SUBSTRATES (JAMB&SILL)
ON`f 4T JAMB TYP. 1 J„ DRAWN BY: DATE:
4T SILL TYP. BLZ 05/17/16
DWG 9. REV.:
CWS-1152 1
NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL SC E: SHEET
`CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11
INTERLOCKS
HOLE PATTERNASTRAGAL WINDOW SYSTEMSFORANTI-LIFT P-HOOK
6"TYP. PANEL BLOCKANCHORS 1900 SW 44TH AVE.
�--4"TYP OCALA,FLORIDA 34474
WIDTH WW W.0 WS.CC
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TYP. FL PE#58201
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o 0 0 0 o NORTH PORT,FL 34288
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SHEET DESCRIPTION:
0 o ANCHOR PATTERNS
1"TYP
(HEAD)
DRAWN BY: DATE:
WOOD SUSSTRhTES
ONLY BLZ 05/17/16
4T HEAD DWG REV.:
CWS-1152 1
NOTE:¢=CENTERLINE OFINTERLOCK ORASTRAGAL SCALE: SHEET
CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11
2 TRACK HEAD ANCHORAGE INTERIOR ����®uu�'•
MIN.EDGE DIST. SEE LAYOUT 114"MAX WINDOW SYSTEMS
SEE TABLE 1 ON SHT 9 1900 SW 44TH AVE.
39,FRAME INSERT REO'D AT OCALA,FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT RED'D W WW.CWS.CC
o❑ AT ALL FRAME ANCHOR
SUBSTRATE LOCATIONS
BY OTHERS MIN.EMBEDMENT �a $$Q� PVC
SEE TABLE 1 SEE TABLE 1
SLIDING GLASS
PERIMETER
SETER SEALANT �o °a ° a SEELAYOUT DOOR-IMPACT
BE
°❑ 0 0 �0❑ ON SHT 8
INSIDE AND OUTg"MAX.
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❑' MIN EDGE DIST p
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N
PERIMETER SEALANT m m
INTERIOR COMPLIANT HATH AAMA 800
BY INSTALLER INSIDE AND OUT a? 1n
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SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT `—' O
SEE TABLE 1 SEE TABLE 1m Z W
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_ SEE TABLE 1 11/10/2016
DIST. LUCAS A.TURNER,P.E.
TABLE 1 FL PE#58201
1239 JABARA AVE.
SUBSTRATE BY OT44MIN.,EDGE
MIN.EMBEDMENT NORTH PORT,FL 34288
_.__._... ...................................__.._..._. SEE TABLE 1 PH.941-380-1574
TABLE 1:APPROVED INSTALLATION FASTENER SEE TABLE 1
SHEET DESCRIPTION:
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN.) IW ITW TAPCON 1-112" 4' HOOKSTRIPf'L� INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 1W ELCO ULTRACON 1-314" 2-112" 2 TRACK _
2X MIN SOUTHERN PINE(G=0.55) V4'ITW TAPCON ORELCO ULTRACON 1-318° 718• 4"MAX.SHIM DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-318" 718' BLZ 05/17/16
16 GAUGE(0.060')MIN. 912.14 HILT KWIK-FLEX OR ITN FULL THREAD 112, DWG#: REV.:
STEEL STUD(33 KSI YIELD MIM TEKS SELF-DRILLING SCREW THRU 0.060' C HORIZONTAL SECTION
118"ALUM.(W63-T5 MIN.)OR 012 GRADE 5 SELF-TAPPING I FULL THREAD CWS-1152 1
118"STEEL 33 KSI MIN. DRILUNGSCREW THRU 0.129' 112' 9 HOOK STRIP SCALE: SHEET
HOOKSTRIP OR JAMB FRAME ONLY: 114'ELCO ULTRACON1-314" z-vr 1:3 10 OF 11
HOLLOW OR GROUT-FILLED CMU ASTM C-901
3 TRACK HEAD ANCHORAGE 114•MAX
39,FRAME INSERT REO'D AT
MIN.EDGE DIST. SEE LAYOUT ALL ON SHT 9 FRAME INSERT REO'D FRAME ANCHOR LOCATIONS 39. WINDOW SYSTEINS
SAT
TABLE 1,SHT 10 �O AT ALL FRAME ANCHOR 1900 SW 44TH AVE.
SUBSTRATE I I LOCATIONS OCALA,FLORIDA 34474
BY OTHERSMIN.EMBEDMENT OLJ wwW.CWS.CC
SEE TABLE 1,SHT 10 SEE TABLE 1,SHT 10
PERIMETER SEALANT ESOO PVC
BYNSTALLER
INSIDE AND OUT 0 "MAX 0� SLIDING GLASS
SHIM SEE LAYOUT DOOR-IMPACT
❑ ON SHT 8
INSTALLATION ANCHOR INTERIOR
SEE TABLE 1,SHT 10 N H
SEALANT BETWEEN SILL
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8 INSTALLER MIN EDGE DIST 1239 JABARA AVE.
PERIMETER SEALANTSEE TABLE 1 SHT 10 NORTH PORT,FL 34288
D D D
BY NSTALLER 0 0 ��0 O PH.941-380-1574
INSIDE AND OUT �o❑D 1:10-_E 00LIET0 0� SHEET DESCRIPTION:
DO NOT COVER
WEEPHOLES MIN.EMBEDMENT INSTALLATION DETAILS
SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3&4 TRACK
COMPLIANT WITH AAMA 800
BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE:
SEE TABLE 1,SHT 10
SUBSTRATE MIN EMBEDMENT BLZ 05/17/16
MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT BY OTHERS SEE TABLE 1 SHT 10 DWG It. REV.:
SEE TABLE 1,SHT 10 ON SHT 8 RED D AT ALL FRAME SEE TABLE 1,SHT 10
�� ANCHORLOCATIONS , U ,HORIZONTAL SECTION CWS-1152 1
/_❑ 1 VERTICAL SECTION 10 4 TRACK JAMB ANCHORAGE sC E
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10 4 TRACK SILL ANCHORAGE 1.3 11 OF 11
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