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• OFTHE FL# FL16736-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived Q
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@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 the Lucas A.Turner
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
❑O Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblp/o2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
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 R2 II GWS-871C.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 R2 AE EvalReport871C.Rdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
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 R2 II CWS-869C„rL
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 R2 AE EvalReport869C.12df
I.G. must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back Wext
Contact Us::2.601 Blair Stone Road.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 emarls 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:
pow
AN eCheck M
'Credit QdW
Safe'
https:/Avww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblg/`2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA*/o3d`/o3d 2/2
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29,2017
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 44th Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the 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-871 C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-1,4A, -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 C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871C
• 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`h Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
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Lucas ter; bo 582€91 :,V
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2017-08-30 •o Z
16:09+20:00 STAT€ OF -4U Z
$�, •.,�s �,.:_',` 8/29/2017
,��i,�s' •a�! p''•C7��`� Lucas A. Turner, P.E.
i!+ FL PE#58201
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Qatzmw
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
751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:°OX",'XO". 8200 PVC
HORZ.SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _j
INFILTRATION TEST PRESSURE AND GLASS TABLES 3 O w 0 a z o
ASTM E-130D-04e01/09, z w L❑ ¢w 0 w
w ZOZ ak�L
5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL FQ W 3 Z}O
641/4• IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z=m
MAX. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�OO(3 2 OF af
HEIGHT B I B ANCHOR CALCULATIONS. 00 Z-?Z Z�j W
1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q 0 O 2 Z O W O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT <3 O Fw--FZ-0
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT H X2 N 0 ZO c
63' I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 a a aj 23 w 55 w
MAX FLYING DEBRIS. Z_W0_j m H
IL
HEUNIT HT O X j 559A99//16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT x 1.-It w 3 w w
SASH
USED AT FIXED MEETING RAIL AND HEAD/SILL. a I- D tr D-
1 HEIGHT 8,SERIES/MODEL DESIGNATION HS-8200. �%% DREW f0i
eJ P..........T �..
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `.��GQ°r.� fi N F GSI,
5813/16' I No 58201 x.11 11
GLASS I 5 X=OPERABLE SASH,O=FIXED SASH J: '.
DLO C
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I ^ LOCATION.
I D 9% STATE OF ;ki:
I I 5 11.EXTERNAL WEEP SLOT-1/4"x 1"LOCATED 4"FROM BOTH ENDS. 0A, R 10P
C�J 5 A --
33'GLASS DLO
LucasTurne -
36 5/16"MAX.SASH WIDTH r
2017-09-22 9/22/2017
LUCAS A.TURNER,P.E.
13:58-04:00
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 BGLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
ANCHORSCHEDULE NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT cws-871 c
INSTALLATION DETAILS...........................5
SCALE: SHEET
1:15 1 OF 5
7 8 7 30 2 WINDOW SYSTEhIS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
Q 8200 PVC
p HORZ.SLIDER
G' IMPACT
? 3 azo
Lice z 0WO ¢WWFpO
w ZOz wmF_.
LL a 3 3
0 rn o� m
41 40 3 1 9 39 O 0E--0 WOO
SECTION B-B O UU)I-ZD-Fya
0 z—ID—Z1.-:3In
3 71 NOTE:FIXED LITEAT HEAD ¢ CD-Z O w z 0 LLi u
AND SILL IS SIMILAR. } <3 0 W =O Z
o
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W O❑wwaw0w
' ww
19
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17 17
36 3 �0*1 W,NDRE �f!ii
19
HEAD IMPACT HOOK(TYP.) Z�•• No 58201 L'A
4 MIDSPAN OF SASH
(ITEMS 35&36)
C p•
7/8'OVERALL 9 STATE OF
11W ANNEALED or TEMPERED %O.%N*.A,
INTERIOR I 7/16•AIRSPACE �i�sS/ONA eC,,0��
i I 5116°LAMI
1/8'ANNEALED
PRI
ROTARY LOCK(f
ONLY ENGAGED PRIOR .49.4 DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
4 I v I
LOCATED AT THIRD POINTS 1/8'ANNEALED
19 13 3 � (REM 27) 43 SPURFECT IKAFLEX 552E•H• 9/22/2017
LUCAS A.TURNER,P.E.
1 q FL PE 11158201
41 1239 JABARA AVE.
8 5 NORTH PORT,FL 34288
I PH.941-380-1574
I
5 I 16 SHEET DESCRIPTION:
O O a 3 112°GLASS BRE
SECTION VIEWS AND
QUANEXDURASEAL GLAZING DETAIL
4 IG SPACER
SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE:
JAMB ROTARY LOCK LOCATIONS ADE 10/10/13
SECTION GC
1:20 GLASS TYPE A DWG M REV.:ALTERNATE FIN FRAME 1:1 CWS-871 C
scALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 31/8" � CORNER CONSTRUCTION
.�
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 31/g 1 1/2^ WINDOW SYSTEPIS
2 H-1699 Reinf.S.B.R/S.S.R, Keymark Alum 3
8 5 1900 SW 44TH AVE.
3 H-1836 Meet.Rall,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bat.Rail Mikron PVC 211/16• U-1/16' 39/18• Q 1/16' 21/8• 1/16' WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC L0 CORNER WELD
7 H-6051 Sash Side Rail,PVC Mikron PVC 0 L.
(ALL :8 ES) 8Z . PUC
FIXED RAIL-1836 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-sats IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley15
2 3/16• 115116' y -13/16'- 6 --I z Q
11 P3113 Screw Support,PVC Team Plastic Rubber rf'— I 9116" g -w O U w O o
12 P3218 Screen Frame Allmetal RoIlFonn I s 4 40 W w-1 Z <k z w
7 O am }OX�in
13 P3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8° 15/8" q 1 5118• q 15116" z 1--= Zd~3 _
14 P-0754 Screen Frame Carver Key Allmetal Nylon 1/16• L q 1/16" I 1/16^ 1/16" FIXED MEETING RAIL O O F-O V =O�
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone L LL SCREWED TOGETHER WITH U O(D�z a.�,0)a,
O z—ra zF.O�
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 OUTER8RAME z O(7 U u1 >U-
17 P3429 Wstp.,0.270 x.187 back FinSeal,G Uttrafab } <Z M 0 O O O
§Ow-
18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel ¢ w (D U~z
19, P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 103116. 5/ 3/ -I---y 2 w O w c}n o w rn w
20 P3752 Cap Plug,1/2"Hole M&M Nylon 1• 15/16° I J I a =LL S2a (L O
L� II�� 1/16• O w�a �3w�
or O 1/16° L a H ( w
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 o-
22, P-4779 Roller,Tandem M&M Nylon I_ I 10 111188 U�
6^ 15/16" ���PN�OREW
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 7/16' 1 1/4• ���` l*••••'••
24 P-4069 Keeper,Impact,PVC Interlock 7!6° 116• 3/16°� 3/4' I- 34+-1
� Z� No 5820125 P-4479 Weep Cover w/Flap M&M Nylon7-- 321PLANVIEW-1999 T __ 1/16° Vi26 P 4638 #8 x 2 1/2 Ph Truss SMS AJax Stesl HEAD IMPACT HOOK-1999 /16°
27 P-4958 Rotary Lock Sullivan Zinc
S.B.RJS.S.R.-1498 ROLLER TRACK-1776 %90� STATE OF ;�4/`
28 P-4952 Keeper,Rotary Lock Sullivan Zinc y16• ��,^`F'�:<O R t O P'�'.
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab U 61
1/4° �•7/8'� ����isf0i A;�NG��
30 P-4633 Barrel Fastener Fastenal Steel, 41 _
31 S-1112 Reinforcement,Head Keymark Alum 6° I 5/e° 7/e' 9/1fi 31
32 S-1498 Reinf.S.B.P./S.S.R, Keymark Alum T ~36 J- 1/16
5/6" PVC GLAZEBEAD-6064 GLAZE BEAD-1112 y
34 S-1776 Roller Track Keymark Alum L 1/16" f
35 S-1999 Frame Hook,Head,Impact Keymark I Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2° 1 1/8.1 3/8° �5/16 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum
37 S-6005 Anti Lift Mikron PVC 3/16" 38 LUCAS A.TURNER,P.E.
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC L3' -I I--}-1/2• 1/16" FL PE#58201
11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cover Mikron PVC
PH.941-380-1574
41 S-6064 IGIazing Bead Mikron PVC 5/16' 11/8•-j SHEET DESCRIPTION:
42 GLASS SEE SHEET CARDINAL GLASS 39
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone '� 1/18. BOM AND EXTRUSIONS
PVC SCREEN SUPPORT-6014 DRAWN BY.' DATE:
ADE 10/10/13
DWG a:
C
LINE ITEMS NOT UCWS-871
33 SED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
SHEET
1:2 30F5
WINDOW SYSTEh1S
121/2'MAX.O.C.(TYP.) 12 1900 SW 44TH AVE.
3'(TYP.) MAOCALA,FLORIDA 34474
6'MAX
6"MAX.(TYP.) r-3"MR) SEE
MAX(TYP•)
SEE NOTE 2 4-MAX MAX.O.C.(TYP.) SEE NOTE 2 WWW.CWS.CC
(TYP.)
�-------
INSTALLATION 8200 PVC
I , ANCHOR(TYP.) , , HORZ.SLIDER
INSTALLATION
B. ANCHOR(TYP.) IMPACT
I I
MAX O.C,
I
(TYP-)
I 0 Lu¢Zo
1MTAX.O.C. I I I I I I I w Z O Z 0 ?W
(TYP•) I O I I X I I I O I X I 0 H W Lu w§>0 �=
I 0 Ol-Od
OQQ�= F w
ZJawjZ� -
0 u-
0 -FOZ
o}0Lu �oa�
5: zE?a�o-iwiL
-- -- --
__ -- -- -- -- 0 =F-� W �N
Lu
CL F a X a.
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,ppta++f++p++�
PACRELV TG4ii
v l %
No 58201 ' r
^Q: •�7ATE OF :mow:
NOTES: oNA;
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 `1
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. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TRLUCAS A.TURNER,P.E.
EATED 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 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 PRODUCTAND SUBSTRATE.
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:
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C
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/AAMANVDMA 300(E)CTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT 29�mffl
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS
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.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE 1 W W W.CWS.CC
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETSEE TABLE 1 SEE TABLE 1
BYINSTALLER 82��PVC
INSTALLATION ANCHOR HORZ.SLIDER
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
g 3 azo
PERIMETER SEALANT Z W J O a t w-O W
PERIMETER SEALANT BY INSTALLER w Z O Z ~ F_
BY INSTALLER INSIDE AND OUT 0 Q v7 3}}Z O w 3:m
INSIDE AND OUT INSTALLATION ANCHOR z Z w Q~3:�_
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 U U H O V =O�
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND Z O_(j Z F"U)n'
� FIN BY INSTALLER Z —Z I- to
o f HOR¢ONTAL SECTION HORIZONTAL SECTION < OIn z
r Z,2 O O IL Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE 2 9 O F f-F Z—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O Q }j�O'd
LLJ LL�W(n❑J(nw
Of ua
O Lw w=
1/4'MAX SHIM d D- Ul 3:a
SEALANT BEHIND
FLANGE BY INSTALLER
`��g PNDREW/ iii
PERIMETER SEALANT `�:GQ C EN$F
BY INSTALLER MW.EMBEDMENT No 58201
INSIDE AND OUT
SEETABLEI =*. * .*=
pro:
SUBSTRATE BY OTHERS '90: STATE OF ;�kJ�
SEE TABLE 1 MIN.EDGE DIST. ����(�` COR 10
SEE TABLE 1 .........
H \ VERTICAL SECTION ��
5 TYPICAL SILL ANCHORAGE
r�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F TYPE ANCHOR TYPE MIN.-Em-E-EMIMir LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLA 117 PCF MIN. 3/16"ITW TAPCON BY INSTALLER 31 NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1° 1" INSIDE AND OUT /-D-"\ 941-380-1574
�� HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 Box FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMW.SOUTHERN PINE(G=0.55) 3/16"ITWTAPCON 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, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWK-FLEXOR 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" ADE 10/10/13
FLANGE
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 u: REV.:
7f16• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 C
FW 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5