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• FL# FL16736-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
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 Jay 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 (]ED
Subcategory
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
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalRenort871C.odf
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.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3dp/o3d 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 F 167 6 R2 II WS-871 .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 F 167 6 R2 AF EvaiReport871C.pdf
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.
(41 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 F 167 6 R2 TT CWS-869C.ndf
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 Eva[Repo rt869C.Ddf
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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2011 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall 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 emaits 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:
® e0heck M
�.C�editCard
Safe
hftps:/Awm.floddabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDqu8oblg/o2flZm6TgPohLz6ontOd5HABPugYUIX1aFJrTCXA%3d*/o3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7,2017
Product 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 h 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 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-869C, 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-869C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-
1117.02t,and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11 t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
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 6t'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.
0111112*1114
�tWREow
W
Lucas ,: No 58201 ".15 9/07/2017
Turner * * s*4 Lucas A. Turner, P.E.
" FL PE#58201
2017-09-16 ., STATF OF -4U
09:27+20:00 wt,;;6" 0 n t
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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.CW S.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
3.CONFIGURATIONS:"OX","XO". 8200 PVC
HORZ.SLIDER
112 1/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111°MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04801/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES z
49 15/16° 24 5/8° O U)w O O
ASTM E-1300-04e01/09. z w� 4 0 w
GLASS DLO GLASS DLO w z O z lfr z H
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 F to 3}}O 3�Fn
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x�a X w O O
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O h O(j Q=H D:
ANCHOR CALCULATIONS. V V U)u-z a P u)D'
-- o z— —z��co
Z
—z 0U) O w V
641/4" I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a ~-LLO W p
MA REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT F r H Z z
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a D_ �V -S
HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O c w aj p w U)w
FLYING DEBRIS. Z 0)w O_0j
to�
a
63° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � _~ a=6}
I EL ir3w�
MAX GLASS
I i USED AT FIXED MEETING RAIL AND HEAD/SILL. o D.
UNR � X � GLASS O i X 561/4°
HEIGHT DLO I D I D GLASS , puu11i
6 DLO IES/MODEL DESIGNATION HS-8200. oll DESNATIONXAND0STAND R THE FOLLOWING: 41 Ci 59 9/16' 9.THE GO
SFTG�i�%
X=OPERABLE SASH,0=FIXED SASH
MAX O -t No 58201 •�9
SASH
HEIGHT i 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I D LOCATION. '-°l
C I 6 I STATE OF ;�kl`
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4•FROM BOTH ENDS. ;i KN*4.;(O R 1 pP:���%'
2715116' A C A
MAX SASH WIDTH - -- 06SS70NAL-SN��,
6 /!!l���pt�t►
LucasTurne
1
r -
2017-09-22 9/22/2017
13:54-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS...........1
DRAWN BY: DATE:
GLAZING DETAILS. TEF 10/11/13
SECTION VIEWS&*a* INGDETAILS....3 MAX&UNITSIZE DESIGN PRESSURE RATINGIMPACT RATING DWGi# REV.:
EXTRUSIONS&B.O.M...............................4 CWS-869 C
ANCHOR SCHEDULE&NOTES................5 1 +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
06290m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8200 PVC
7/8°OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPERED 7/8"OVERALL IMPACT
1/4'AIR SPACE
1/8'ANNEALED OR TEMPERED � Z 3 <,3.
7/16"LAMI 318•AIR SPACE f' O ul 0 co W p p
3116'ANNEALED W Z O Z d"�Z F_W-
5/16"LAMI g Q y O w?�e0
090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED O O I=-O �W O O
3/16°ANNEALED .090 DUPONT PVB INTERLAYER Z�Z Z y�Z Z F~-u)a.
PURFECT GLAZE 1/8"ANNEALED Q �O Z LL u)0 0 u.O
QUANEXDURASEAL 9 } Q�: W_S O z
IG SPACER SIKAFLEX 552 Q m O U F-Z
QUANEX DURASEAL w O O y O W to W
IG SPACER 9 PU AFLEX GLAZE°H' Z S2 W O-1 v/H
11 SIKAFLEX 552 D_
112"GLASS BRE n p W H ow W 2
30 I I a FZ- a D i a
a O !UI 11 1/2'GLASS BRE tttµt�tUtt��
O���t POREW
16 - No 58201 '�P Z
14
0 04 U %9Q. STATE OF �:,tU
Q.
O GLASS TYPE B
SASH GLASS
GLASS TYPE A ��
FIXED GLASS
9/22/2017
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 0.' REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
INTERIOR 5 3 4 coiggom
WINDOW SYSTEMS
1 19 or 49 0 15 1 13 4 45 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
a0 8200 PVC
HORZ.SLIDER
a IMPACT
z 3 <Wa
11 8 3 2 5 6 17 18 8 1 SECTION VIEW D-D o Q w 3}0 of 3 m
JAMB ROTARY LOCKS LL I-w Z I-3 m 2
Z zxma
40 IAMB ROTARY LOCKS: EL
MAY BE SUBSTITUTED FOR JAMB O O-j Z Z~U)a
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS, a 0 Z O(OZ O V
1
o REQUIRED ON FIN UNITS. > ¢3 W a x 0?
~�z C6
43 w 0 U)O W U)w
LL0) QJrAF-
0- Z=0 womO
31-37 46 _~� w�W�
44 0 ~ a D.
1816
i
11 50 ���`GQ°�•.��C EN SF G�'G''i4
14 HEAD IMPACT HOOK(TYP.) -: No 58201
FMIDSPAN OF SASHES
*•
g (BEMs 44&46) -
�9Ot STATE OF ;14,4/-
INTERIOR �'•,�Q`SS�
i
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(If EM 23) Z�
14 LOCATED AT THIRD POINTS.
16 V N 9/22/2017
6 7 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
9 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
7 4 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
10 i
0 0
1 SECTION VIEWS
DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#' FIE
SECTION VIEW C-C 1'20 CWS-869 C
ALTERNATE FIN FRAME SCALE: SHEET
1.2 30F6
PARTS LIST31/8° CORNER CONSTRUCTION
31/6•
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3116^ WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum1 4 2 1900 SW 44TH AVE.
1/16'
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC OCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 211/16° 1/16" 3 9/16" 0 17/8' 1/16° WWWCWS.CC
6 P-3342 Seam Sealer,SM-5504Schnee Silicone VnE
L CORNER WELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC L4' 1' 1/8° 1.8 HORZ.SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048
11 S-6064 Glazing Bead Mikron PVC 6
2 3/18' 1 15/16' 1 3/16° 5 Z � Q Z�
12 H-6050 Sash Meeting Rail,PVC Mikron PVC F— �-—2 3116" ❑w O Q w❑O o
13 H-6051 Sash Pull Rail,PVC Mikron PVC71/1v -
13 t4 7— 3 QZ0Z WLzF—}O�14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5/8t5/8' 1 5/a• 15118• LL Hw ZF3215 H-1497 Reinf.Sash Meet.Rail Keymark Alum Z Z=2QwwOO
° 2 O Q=��
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/76• 1/16• L O U Co H V D-r 0)a
❑ Z-�ZzF��_
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 Q O Z O 2 Z O LLU
18 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab FU(ED MEETING RAIL ¢-LL W O O Z
3/16' SCREWED TOGETHER WITH 9 O Z
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME K }j O a)
1:8 ZInW �U-�JFw-
20 P-0051 #8 x 1 1/4°Ph Flat Tek,Wht. Fastenal Steel O
21 P-4069 Keeper,Impact,PVC Interlock 5I8• O w 1-0 W x
22, P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6• I 3/4' of ° o: ow
23 P-4958 Rotary Lock Interlock 15 1
24 P-4633 B-32 x 1/2"Barrel Fastener Interlock 46 Ct� v%t�luu�iri
1116° 15116° 1/16' ���� OREW���i
25 P-4952 Keeper,Rotary Lock Interlock 7/6^ PN.....•°
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 1/16° SASH MTG.RAIL-1497 N,q�
SASH REINF.-1699
y HEAD IMPACT HOOK-1999 Ste; No 58201 S'A
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel
3/16° 3116' 314° 7/16'
28 GLASS SEE SHEET2 CARDINAL GLASS �� =ro: ¢?
'9; STATE OF
29 Purfect Glaze°H'or Sikaflex 552 HenkeUSika Silicone O 18 7 �0 °,�
30 P-3028 Set.Blk.,85 Dur.,1/8°x 7/8"x 2"Lg. Frank Lowe Rubber �- 6" i 5/8• S.B.R./S.S.R.-1498 1/1 s° �I iP, '�........O R t
31 P-3218 Screen Frame Allmetal RollFonn T ~44 �N
32 P-4754 Screen Comer Key Allmetal Nylon (� �-1/{16' ROLLER TRACK-1776 4p
518° II _II_
J� 1/4•
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-200011 1�7/8.1
34 P-3029 Screen Pull tab Summit WEI' I I
35 P-3033 Screen Spring Fla.Spring SS 0 3/16^ 9/16 43
36 P-3228 Screen Spline Dapa O PVC GLAZESEAD-6064 J— 1/16• 9/22/2017
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber I_ IK 1/2° /a• FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon �-15/16°-� n i 318• t 5116'-{ 1239 JABARA AVE.
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum (a Y_ fL V—��_8) I 48 NORTH PORT,FL 34288
43 8-1112 Reinforcement,Head,Jamb Keymark Alum 718° -1/16" 1/16• PH.941-380-1574
PVC SCREEN CATCH-6013 1/16' SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005
PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577
45 P-3748 #8X518 Ph FH TEK,Zinc,Painted Ajax Steel 5/16° 1 1!8•� BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Ke Alum 3/18^� 3•� -}-1/2' DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikronikron PVC I I 9
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron I PVC4U 1/16• TEF 10/11/13
49 P-5250 ILock,Impact,PVC,w/Flipper Interlock SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DwG#. REV.:
50 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED:
CWS-869 C
4,38-39 scALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 1 4 OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE m-
SEE TABLE 1 SUBSTRATE ((((((((��//
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.
1/4'MAX.SHIM SEE TABLE 1 WwW. FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BYINSTALLER INSTALLATION ANCHOR HOR 00 PVC
SLIDER
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND MIN.EMBEDMENT
FLANGE BY INSTALLER 1/4"MAX.SHIM SEE TABLE 1 IMPACT
Z 3 QZ�
PERIMETER SEALANT Z W J O Q WF❑W
PERIMETER SEALANT BY INSTALLER W Z O 2 R C I_-
INSIDE AND OUT ❑
BY INSTALLER Q��}O� a0
INSIDE AND OUT LL F-W Z F-��_
INSTALLATION ANCHOR z Z S m Q w W O O
SEALANT BEHIND SEE TABLE 1 O O F-O Q
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O F-z IL 0.
SEE TABLE 1
FIN BY INSTALLER Z OZ C9 7- -U
Bl HORIZONTAL SECTION �C� HORIZONTAL SECTION Q Z O O z
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE } Q 3 0 W 0=LLO z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q O Q }
W U-CO Lu ❑J(0 W
D.
h•° 1/4'MAX.SHIM F=..F-a Lu 3 d y
SEALANT BEHIND
FLANGE BY INSTALLER O ,,,��I�urr(rrrrrrr
,�'40 PNDREby? fes'
PERIMETER SEALANT ��GQ�•.��C E N SF.°�pyy
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 �` No 58201 •:,P
SUBSTRATE BY OTHERS ^'O• "��
OF •k(�
SEE TABLE 1 MIN.EDGE DIST. �i� (O R 10
�A1 VERTICAL SECTION SEE TABLE 1 ,�iS ........
A 88111 ;
6 TYPICAL SILL ANCHORAGE
z
TABLE I:APPROVED INSTALLATION FASTENERS
9/22/2017
FIVESTRUE TYPE ANCHOR TYPE MIN.EMBED LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TIW TAPCON 1-1/2" 1-1/8° FL PE#58201
ERIMETER SEALANT 1239 JABARA AVE.
F OUT FILLED CMU(117 PCF MIN.) 3/16"IiW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1° 1" INSIDE AND OUTrD_"� HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT]KWIK-FLEXOR fT1N FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
7/16° TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"
1/8"ALUM.(6063•T5 MIN.)OR #10 GRADE 5 SELF-TAPPWG/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG-#. REV.:
FLANGE 7/18° 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-869 C
FIN 2XMIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2° 1/2° SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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