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® d FL# FL16736-R2
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
O 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
® 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
hftps:/Awm.floddabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%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
CFIL# Model,Number or Name Description
6736.1 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 CWS-87.1C.pdf
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.odf
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.p;df
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 EyalReport869C.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 Went
Contact Us::2601 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
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:
® eChecY M
creaiVCacd'.
Safe
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblg/o2f[Zm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXAg/g3dg/o3d 2/2
URNER 1239 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 61 G20-3.005 (4). This product complies with the requirements of the 6h
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,-lA, -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 AANL /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
66'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.
sR•.........,
Lucas ; No 58201
Turner
2017-08-30
16:09+20:00 o', STATE OF
,��,�;•.,s� O R+p�,...�+�, 8/29/2017
''*YON
*.... C2 Lucas A. Turner P.E.
�OiN ��';�i`��, FL PE#58201
GENERAL NOTES: Q9920
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
3.CONFIGURATIONS:'OX","XO".
74"MAX.UNIT WIDTH HORZ.SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
-- - -- 1 - ASTM INFILTRATION30 04e01/OgRESSURE AND GLASS TABLES w. Z o a <k O w
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 F w ?�Z}Z O W 3r 2
I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z 2 m Q
641/4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�O(j S O W
MAX. O OU7~Zal-t~nD-
FLANGE B I B ANCHOR CALCULATIONS. Zp (g -Z 7 U cn
HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } I. LL p 2 O Z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT <¢O Lu F F
I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT FQ w a }j?�p m
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS ANDw O p 0 m p w w
6NI3gX FLYING DEBRIS. a z=a JO y CO
UNIT I O wl-O (L
HEIGHT O X I 599/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w _ w�w
SMASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ a a
HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. RE
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: :�GP�• •ENSFG¢y'�i��,
5813/16" I B X=OPERABLE SASH,O=FIXED SASH t No 58201 C A
GLASS
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
�
D LOCATION. -,-G. Jr
'P STATE. of :mow
=
I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4"FROM BOTH ENDS. �iy��•'; O R�pP ��`0
C
-- C�J 5 A --
LucasTurne
33"GLASS DLO
36 5/16"MAX.SASH WIDTH r
2017-09-22 9/22/2017
13:58-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES&GLAZINGELEVATIONSDET..........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5 1:15
1 OF 5
7 8 7 30 2 cgeno
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
O g zaz3
H ❑WO WHO,
z W-10rz
o e w ZQfgzY00'3m
Z
41 40 3 1 9 39 O OF=-Oa�W00
SECTION B-B O ❑ U)z a P co)a
❑ z-n ?��rn
8 11 NOTE:FIXED LITE AT HEAD a F- IOL�0 O 6 Z
AND SILL IS SIMILAR. Q 2 g^9'0-U�z,6
O 31 W O"� n 0WfDW
19 d ?=d wost
O WF-o w=ww
38 35 d I.- a 3 d
17 17 �� '1Ac)RE W�I!"'i
36 3 ,gyp P
19 ly
41 4 ? No 58201 •t9
HEAD IMPACT HOOK(TYP.) '
q MIDSPAN OF SASH
(ITEMS 35&36)
• 7/8'OVERALL
%13% STATE OF .4/Z
1/8'ANNEALED or TEMPERED ��0'n'�•A' DP:Ne���
��•� OR1
INTERIOR I I 7/16°AIRSPACE ,�'0';, IVA ECi
I 5/16°LAW
1/8'ANNEALED
ROTARY LOCK(TYP.)
ONLY ENGAGED PRIOR MDUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
4 I I LOCATED AT THIRD POINTS 1/B'ANNEALED g/22/2017
(REM 27)
19 I I fIG
T GLAZE'H°13 � 3X 552 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
8 5PH.941-380-1574
16 SHEET DESCRIPTION:
5 3 GLASS BITE SECTION VIEWS AND
XDURASEAL GLAZING DETAIL
4CERSECTIONA-A HEAD IMPACT HOOK AND DRAWND DATE:
JAMB ROTARY LOCK LOCATIONS ADE 10/10/13
1:20 GLDWG#: REV.:
SECTION C-C CWS-871 C
ALTERNATE FIN FRAME
��77,
SHEET
SETTING BLOCKS PER FBC 2411 .3.1.32 OF 5
PARTS LIST 31/8• .1 CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' vv
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum � WINDOW AVE.E.
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 OCA A, LTH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW`. FLORIDA 34474
4 H-6052 Sash To/Bot.Rail Mikron PVC 1/16° WWW.CWS.CC
P 211/16" 1/16' 3 9/16' O 2 1!8' 1/16"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC I� (ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC 0 �~+° 1`6 HORZ. SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL.1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 115/16, -13/16"- 6 _j z2 3116- ¢
11 P3113 Screw Support,PVC Team Plastic Rubber 6 9/16° Z w�O a w O w
12 P3218 Screen Frame Allmetal RoIlFonn �° 7 4 0 0 ¢co 3}O W 3 m
13 P3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8 15/8" Q ,5/B° q 1 5/16° LL P w Z F _
1/16' I q t/16" q 1/16" ,N6' Z ZSOQ�wpO
14 P-4754 Screen Frame Comer Key Allmetal Nylon JL1L 11L11 FIXED MEETING RAIL O O h O(j =o o
SCREWED TOGETHER WITH 0 0 C z IL~co Il
15 P3342 Seam Sealer,SM-5504 Schnee Silicone OUTERFRAME Z z00:1—Z j U rn
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 1:8 ¢ H Z L)CO ZO O LLZ
17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab ¢33 O F 1=F O_
18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 6/8• 3/4' 1- -{ I¢- 0 0 }� 2
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel O 3/1s^ /�I R Z y a O-I
20 P3752 Cap Plug,1/2"Hole M&M Nylon iL 15/16° I�I 1/16• 00 w H O �a=
ar 1116° L ll�� a F W�wa rn
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 111111alrr""
22 P-4779 Roller,Tandem M&M Nylon 1- 6• 1 5/ts° �w1 DREW 7j4�
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 3/16" 3/4• 7/16• 1,/4• ,�GQS, ..........
E"SF
24 P�1069 Keeper,Impact,PVC Interlock 7!� 1/1s° �� I 34 = t No 58201 r
25 P-4479 Weep Cover w/Flap M&M Nylon 1/16" '*: * *_
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16°
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 ^9 STATE OF ,rLS
27 P-4958 Rota Lock Sullivan Zinc �O•, 4U
28P�952 Keeper,Rotary Lock Sullivan Zinc 3/16• 0 R l
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 1/4" 41 r7/a°-{ +O �{�N1v�
30 P-4633 Barrel Fastener Fastenal Steel I 7/8• Tfti
31
31 5-1112 Reinforcement,Head Keymark Alum 6" —j 5/8° 9/11
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T— 36 /16
34 S-1776 Roller Track Keymark Alum 518° PVC GLAZEBEAD-6064 GLAZE BEAD-1112
J— 1/16°
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112"F/8"1 3/8'�f�1 5/16'1 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum I J111_ 37 LUCAS A.TURNER,P.E.
37 S-6005 Anti Lift Mikron PVC 3It6' 38 FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 3" � ~�1/2" 1/16" 1/16" 1239 JABARA AVE.
Adapt.,PVC Mikron PVC r 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005
P SCREW SUPPORT-3113 NORTH PORT,FL 34288
39 S-6014 Scm.Ada
PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC 11/8"1 SHEET DESCRIPTION:
41 8f064 1 Glazing Bead Mikron PVC 5/16"
42 GLASS ISEE SHEET 1 CARDINALGLASS T 39 BOM AND EXTRUSIONS
43 jPurfbct Glaze"H",SikaFlex 552 Henkel/Sika I Silicone i 1/16"
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. sow
33 SHEET
1:2 30F5
(CM290"
WINDOW SYSTEMS
121/2'MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6'MAX.(TYP.)
�—F3-(TYP SEE NOTE 2 SEE NOTE 2 W W W.CWS.CC FLORIDA 34474
3"(TYP) 4°MAX.(TYP.) 8"MAX.O.C.(TYP.)
6-MAX.(TYP.) 4'MAX.(TYP.) �
-- -- -- -- -- -- -- —
r------- 8200 PVC
INSTALLATION
I , ANCHOR(TYP.) , I HORZ.SLIDER
I I I INSTALLATION
II I I I I ANCHOR(TYP.) IMPACT
I I 6"
MAX.O.C.
I
(TYP-)
I g oWo azo
¢Wow
1M7AXO.C. , II I I I I w zoz a�?�
(TYP-) I O II X I I O I X I LL HW3}03�=
Z Z=m
O z-coziF0rn
Z 0(9:3 Z7U-
II I I I I >- Q�OF-=Oz
Q � �U
MIN.EMBEDMENT eg"L.,/,Q _
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE BY OTHERS WINDOW SYSTEMSMW.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT o0 SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 $200 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER
SEALANT BEHIND SEE TABLEEMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
g O aZo
° PERIMETER SEALANT Z W j Op Q~W~—W
PERIMETER SEALANT BY INSTALLER W Z O Z w F Z I_
INSIDE AND OUT O 4 co >.O w�m
BY INSTALLER LL F-W 3Z F- _
INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q
Luoo
SEALANT BEHIND SEE TABLE 1 U V cn O Lj a.F N a
INSTALLATION ANCHORFLANGE BY INSTALLER SEALANT BEHIND Z—O Z Z F-
SEE TABLE 1 FIN BY INSTALLER Z 00
V�Z�U—
g HORIZONTAL SECTION �C1 HORIZONTAL SECTION a H—W N O O LL Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE 2 QgQ O H�I=--Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O O }5 3 0 2
W Co W
LLf/]W�QJfnF-
D
O Lu 1- W=RU)
1/4'MAX SHIM a ~ 4 a
SEALANT BEHIND ,tosillsool I
FLANGE BY INSTALLER O �� OR✓=W i
•
PERIMETER SEALANT
BY INSTALLER MW.EMBEDMENT v:• No 58201 �":�'S
INSIDE AND OUT SEE TABLE 1
=ro5 a,
SUBSTRATE BY OTHERS ��•n'• ?•'
SEE TABLE 1 MIN.EDGE DIST. ���iFSS< R•'O"t;1G'���,
SEE TABLE 1 ��i81�ONA l ����
q VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS ° 9/22/2017
FTYPE ANCHOR TYPE MIN.EMBE LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLAN 117 PCF MIN. 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT � PH.941-380-1574 p� HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 13/8" 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MW ".STEEL STUD #10-16 HILTI KWIK-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" 7/16ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-871 C
1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FW 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5