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Product Approval Menu>Product or Application Search>Application List>Application Detail I'
y `, FL# FL1G 35 R2
Application Type Revision ;'
Code Version (7
Application Status Approved
Comments
Archived L..'
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue •
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@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
11
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amontev- •-°-• .cc
Category Windows
Subcategory Horizontal Slider •
II
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 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
Lst-1Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 R2 COI EvalReport867C.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
Equivalence of Product Standards
Certified By
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
16735.1 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:No FL16735 R2 II CWS-867C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other:Large Missile"D",WZ3,DP+/-50 psf.Glass FL16735 R2 AE EvalReoort867C.Odf
co lies ith ASTM E1300-04. Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in o FL16735 R2 II CWS-868C.Odf
Approved for u - •• ide H Z:Yes Verified By: Lucas A.Turner 58201
Impact Resi- •nt:Yes Created by Independent Third Party:Yes
Design Pre--ure:+50/-50 Evaluation Reports
Other:Large issile"D" • 3,DP=1-50 psf.Glass FL16735 R2 AE EvalReport868C.Ddf
complies with AST E1300-04. Created by Independent Third Party:Yes
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 mails 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 tem.
Product Approval Accepts:
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'S curitymETRICS
•
•
•
_
GENERAL NOTES;
cigg...e
HORIZONTAL SLIDER — LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS _I
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE.
USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE(1-IVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
8200 PVC
2.GLAZING OPTIONS:(SEE SHEET 2)
HORZ.SLIDER
112 1/4"MAX.OVERALL FLANGE WIDTH 3,CONFIGURATIONS:"OX","X0". IMPACT
--- 111"MAX.UNIT WIDTH •- 4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Z > <
GLASS TABLES ASTM E-1300-04e01/09. z 0
F ow° crthicio
49 15/16" — 24 5/8" ---•- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z w_10 <rzw
GLASS DID GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES w z 0 Z c4 -1-•
ASTM E-1300-04e01/09, ir .)5•Lui-- m .
_.... A --- z zzm zwoo
N., --
..
—- (-)
40/--
•-
. i-.
--— 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
--j1.6,
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 0 0 i-0 •< ct
U(OrijZ 0
0 Z,„D-ZI--
- 00
DETAILS, WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD Z 0‘-'0 co' o L.)-
64 1/4" 1 I I ANCHOR CALCULATIONS. < p Z Z 0 D.
MAX. 1 I 1 A U. 00
Ce- ..< 1--,„fr•r-2 _
OVERALL V 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
FLANGE Oolz>' -5
HEIGHT B B REQUIRED. _ ,,...e)(:)u.)Cl)w
re z Ft „c2 6 p_
• • 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Ei,- LT,p•-0 LLzm
63"
USED AT FIXED MEETING RAIL AND HEAD/SILL. W F FE wLu a)
MAX. 5613116' a.
" I
X 0-
UNIT
X GLASS
0 1 1 I 56 /4'
8.SERIES/MODEL DESIGNATION HS-8200.
HEIGHT I DLO GLASS DREW
(f) DLO
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ..ss ''''''''''''''' (0•0:,.
1 X=OPERABLE SASH,0=FIXED SASH ••• qi?••e‘,... ••4r'.
21'C.,.",.. $:•.4A
59916" I .r...\\‘ 4: 4'
C ....,: No 58201
MAX.
• i S
SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 2*i .*-
1 * • Z
HEIGHT 1 Ds\ LOCATION.
in31.
I <=I 1 - 11.EXTERNAL WEEP SLOT=1/4"x1"LOCATED 4"FROM BOTH ENDS. '1".13.• STATE OP 4/./::
li•••,•. 4*
.
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ri-- C-----1 A--e—•
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,-.- 27 15/16° ...1 ,6) Lucas
MAX.SASH WIDTH
Turner
• • . 2017-09-16 , ...%
07:40+20:00
9/07/20 i 7
LUCAS A.TURNER,P.E.
FL PE#58201
_
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574------
si4RitE7sZliTrYrion:
GENERAL NOTES AND
TABLE OF CONTENTS ---- ELEVATIONS
...„„--
—•
__ _.....-- DRAWN BY: DATE: ___
GENERAL NOTES&ELEVATIONS 1 ..---- ---
GLAZING DETAILS 2
TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS3 '''' MAX, UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING \., DWG
EXTRUSIONS&B.O.M 4
CWS-868 C
ANCHOR SCHEDULE&NOTES 5 1 1 1"x
INSTALLATION DETAILS 63" +/-50 PSF LARGE MISSILE IMPACT
6
SHEET
—
1:20 1 OF 6
---_—_---- L„.
_ ---—
LM§g011ar Fr.pp
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8200 PVC
718"OVERALL HORZ.SLIDER
— - 3/16"ANNEALED OR TEMPEREDIMPACT
7/8"OVERALL
1/4"AIR SPACE 1/8°ANNEALED OR TEMPERED Q Z 3 Q Z O
--- ----7116°LAMI - _ --.3/8"AIR SPACE Z W 91 O II--O w
W ZOZ_ CE—I-
-.- ••3118"ANNEALED --- --• 5116"LAMI 0 FQ-W"- OO _
.090 SENTRY GLASS IONOPLAST INTERLAYER _ 1/8"ANNEALED
O OFOV¢WOR
rcj
f-3116"ANNEALED -- --.090 DUPONT PVB INTERLAYER • U O -Z n'1-0 a
I ZO O - 7(-)-
$*
N
--118"ANNEALED } 1= O W p O�Z
9 PURFECT GLAZE"H" D: Q} V Z
SIKAFLEX 552 - - I-- O O°Y�E
PURFECT GLAZE°H° W LL to W p F
'7 "--'1' SIKAFLEX 552 a' Z LuPO a S r
11-- 1/2"GLASS BITE D_ F- ii
0 = a K to
30 .+ - --�- (-pt. , , 1/2"GLASS BITE ,yyp11tl11eq,,MOREW I'
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GLASS TYPE B
,,/ISS,ONA, ,,,,
USASH GLASS y
GLASS TYPE A
FIXED GLASS 9/07/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
. _- _ NORTH FORT,.FL 34288__
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 10/11/13
DWG 8: REV.:
CWS-868 C
-..
SCALE: .
SHEET
1:1 2OF6
• .__- . _-_ . . _
INTERIOR aggCM'a
WINDOW SYSTEMS
21 Ck(\_19 or:4-9-) I 19 12 1-3) _, 'Fp 1900 SW 44TH AVE.
OCALA,FLORIDA 34474 .
IIIMIIIII'=='-• r WWW.CWS.CC
\
—
_:_-,-----....-- -----L.,_.... I 4p 1 0 ri________. __I:1 w 1 ii 4
40 8200 PVC
- $
Hon.SLIDER
Iliream- 42_4:1 1
11 ill_ - • 1 1 .i•mi
IMPACT
_Iv
in J
-
40 ,
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63 1.E0(.0 1) Ziii-" zt Ut:1 0-iW 28 Ft ri ij_LW6
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"2. 4-N --- SECTION VIEW B-B z 0Do-
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INTERIOR --HEAD IMPACT HOOK(TYP.) 50201 •J .*
'
=SPAN OF SASHES g*1
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(ITEMS 44&46)
11.1V• STATE OF ILO 4
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LUCAS A.TURNER,RE.
II- FL PE#58201
- Tena'"--,-. 44••i•er' 11 i' --- ..aioir.o.qs
..=I 1239 JABARA AVE.
(.1
1 . NORTH PORT,FL 34288
c=1 • I
PH.941-380:1574 .—--
SICETDESCRIPTION: --
SECTION VIEW A-A '0= SECTION VIEWS
SECTION VIEW C-C —-- -
DRAWN BY:-CATE:
ALTERNATE FIN FRAME
T10/11/13
HEAD IMPACT HOOK LOCATIONS
CMEF G* REV.:
1:20
CWS-868 C
SCALE: SHEET
1:2 3 OF 6
_ .
. ----
PARTS LIST3 1/8 ' - CORNER-CONSTRUCTION ga-go#9a7
"
ITEM PART# DESCRIPTION VENDOR MATERIAL 1
-I
-- C , ..
, H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC I - 3 1/8WINDOW SYSTEMS[
-
2 H-1681 Fixed Rall,Heavy Duty,Aluminum Keymark Alum I l 10 4•,,•I .____________________
____...._,.....,1 14/16' I 19D0 SVV 44TH AVE.
3 S-6077 CoveIIIIIII OCALA,FLORIDA 34474
Cor,HD Fixed Rail,PVC Mikron PVC A .I.
WWW.CWS.CC
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel 2 11/16'III 111 3 9 16" III 1 7/8" --- ni? 1/16"
6 P-3342 Seam Sealer,SM 5504 Schnee Silicone i •1/16" ...=
. CORNER WELD
7 S-1776 Roller Track Keymark Alum I (ALL SIDES) 8200 PVC
1
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC I l--1" 1/8' 1:8 HORZ. SLIDER
...._.
9 S-6014 Screen Adapter,Head&SIII,PVC Mlkron PVC PVC FRAME FLANGE-6049 I HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FiN.6048 (0
11 S-6064 Glazing Bead Mikron PVC _ K <z
r I--
12 H-6050 Sash Meeting Rail,PVC Mlkron PVC —I 15/16'1 -.1 3/1W-I ''.----- -711 (7- 0(120 COWECi 2 3/16' 1. 1.. Z UI-I 0 < LU
13 1-1-6051 Sash Pull Rail,PVC Mikron --PVC • e v...
UIzoZ it-
14 1 H-6052 Sash Top/Bot.Rail,PVC Mlkron PVC I '-'0 I 14 0
Fir—" I a ._. . .7.405,..0. .,
LT ,,.... ,_. .
z zxM•kwujoo
i_
15 141497 Rein(.Sash Meat.Rall Keymark Alum I 518' 1 5/8" .111111 i We MIR 1 5/16" 0 0 0,_0
I •,,,_,
0
1/16
16 H-1498 ReInforcement,Sash,Slde Pall Keymark Alum 1... 1/16" 1 q
1lis• 1 CI I
1 -1/16" .._... o z
z 000us (..)-•
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum
FIXED MEETING RAIL < og,L1. 60tq
18 P-3429 Wstp.,0.270 x.187 back FInSeal,Ow Ultrafab PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MIS RAIL COVER-5077 SCREWED TOGETHER WITH 1i 01_F `:'-
< rAtl“-"it-)Zu5
19 P-3763 Lock,Impact,PVC Interlock OUTERFRAME 1- p
1:8 - w u.oWOOLoco to
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel N z Ow 0-i co i--
r(15 3/16" c6 1FF6- cTRP
21 P-4069 Keeper,Impact,PVC Interlock .
571.1. I
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 314" I •-i 1--= IT il:e mw
0 1 1 1--i-V ce
26 P-4779 Roller,Tandem M&M Nylon
Lill 1 %ow.,tttttt
/16' 15/16' 1/16" 0 040 RE W i-fP
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel I_ ,,,,c,................0 ,
28 GLASS SEE SHEET 2 CARDINAL GLASS I 6" -I -15/IS" SASH MTG.RAIL-1497
4-,,--e - 0
29 Purfect Glaze"H"or Slkaflex 552 Henkel/Sika Silicone 7_ii_,:. T 46 SASH REINF.-1699 No 58201
1/16' 2*I
30 P-3028 Set.Blk.,85 Dur.,1/8'x 7/8"x 2"Lg. Frank Lowe Rubber 1*.E
I ___-r—,--- 11/4.-. - . * • .
31 P-3218 Screen Frame Allmetal RollForm .- — I ,S•a.. !cc
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 3/16.-....-0 314j1_07116"
C-1-1 -® STATE OP •LI/2
•:.0". •"4/2
32 P-4754 Screen Corner Key Allmetal Nylon T 1/16. 0 i.." ....;.
33 P-4755 Screen Corner Key w/Safety Tab Allmetal Nylon S.B.R./S.S.R.-1498 1/16" A,Ass"....911 1..-c.,\s
'4°410144 S‘40%
34 P-3029 Screen Pull tab Summit ROLLER TRACK-1776
1 IIT 7/81 4 $11.1tvillt0
,
o t
35 P4033 Screen Spring Fla.Spring SS I A0 3/16"
1/4"-(..
36 P-3228 Screen Spline Dapa L-11 T-- f)
.
,
37 P-4772,Screen Cloth,Fiberglass --1 518"h-- 7/8' •
40 P-3113 Screw Support,PVC Team Plastics Rubber .—I I . 5/8" IrV3
t_ 1/16' L. 9/16"
9/07/20I 7
41 P-3752 Cap Plug,1/2"Hole M&M Nylon PVC GLAZEBEA0•6064 1/16"
•43 PLAN VIEW-2000 PANEL IMPACT S-1112 Reinforcement,Head,Jamb Keymark Alum CATCH-2000 GLAZE BEAD-1112
LUCAS A.TURNER,P.E.
44 S-2000 Impact Channel,Sash Keymark Alum 112.-1-11/8"-4 FL PE#58201
45 P-3748 #6 X518 Ph FH TEK,Zinc,Painted Ajax SteelI3/8'-t-•1 5/16°•-• 1239 JABARA AVE.
____ PORT,
46 S-1999 Impact Hook,Frame,Head , Keymark Alum --. .--48)
C) NORTH FL34288
941-380:1574-
,....._.
47 , H-6048 Main Frame,SHINS,Fin,PVC Mikron PVC PVC SCREEN CATCH-6013 6013 1/16" -ST-TfaTif ffolifiFfiCIFE--------
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC 3/16'v. 3' -I r 1- '"' PVC ANTI-LIFT-6005
49 P-5250 Lock,Impact,PVC,w/Flipper , Interlock , r IINMEMMINIEN CI—Pi -1 1/8•-1 BOM AND EXTRUSIONS
50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel SCREW SUPPORT-3113 5/16"-iv+4.
___
1/18'
9)- DRAWN BY: DATE:
TEF 10/11/13
PVC SCREEN SUPPORT-6014 OWG 9: REV.:
LINE ITEMS NOT USED: CWS-868 C
4,23-25,38-39,42 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:' '''----•§1.4-gre---
1:2 4 OF 6
airSVON 10
WINDOW SYSTEMSt ��.41
3"(TYP.)-.- 1900 SW 44TH AVE.
6"MAX,(TYP.) ( 3"(TYP.)—' 16 1/4" SEE NOTE 2 4°MAX.(TYP.) 8°MAX.O.C.(TYP.) OCALA,FLORIDA 34474
I
MAX.O.G. �~ W W W.CWS.CC
6"MAX.(TYP.)---I -_ I _r 1(TYP.)1 I A°MAX.(TYP.)-L
--- - - - INSTALLATION '-1` '-- ..
I 8200 PVC
ANCHOR(TYP.) -,i HORZ.SLIDER
6„ IMPACT
I MAX.O.C.
(TYP.)
17°
(TYP.}O.C. X 0
X X X ( '� z 3 .4z
o
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ANCHOR LAYOUT-(FLANGE] ANCHOR LAYOUT-(FIN) 'ii Cl)za 0-.1 03~
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1-7 No 58201 :M'G
2 fe s I
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' •
✓ °Q<.O R 1t1''"WS
NOTES: ,,rss+ham. r•k
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 1116°IS PRESENT. LOAD BEARING SHIMS SHALL BE .0Z --
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED.
9/07/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE.1,SHEET 6.
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.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 6. PH.941-380:1574
SR ET 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 PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
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 1k REV.;
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-868 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 I
FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMAiWDMA 250(BOX WINDOWS).FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1,25 5 OF 6
MIN.EMBEDMENT agg1198 ir .
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
. MIN.EDGE DIST. 1/4"MAX SHIM MIN.EDGE DIST. - .1 -••---SUBSTRATE
SEE TABLE 1 Apra
BY
EOTTAHBELRES1
SEE TABLE 1
BY OTHERS
SEE TABLE 1 WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS- 1/4"MAX.SHIM-..1 ..- WWW.CWS.CC
-......_
SEE TABLE 1 f , ir Ao' MIN.ED1E DIST.
9 .
MIN.EMBEDMENT SEE TABLE 1 A
SEE TABLE 1 8200 PVC
PERIMETER SEALANT------•• , —
BY INSTALLER 1 i 1 INSTALLATION ANCHOR imigi!, . ". ."..",,
INSIDE AND OUT yi SEE TABLE 1
-0 r 1111 ,, HORZ. SLIDER
0111r MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND MIME"
FLANGE BY INSTALLER I II 1/4"MAX SHIM in ...111 ALA,
liu
--, I - CD I, 1 __
110 PERIMETER SEALANT 0
I= 0 w 0 0)1V •
,z)
0 <t••.µ.1
PERIMETER SEALANT 1---, BY INSTALLER-=-1 INSIDE AND OUT 0 ID ZOZ(05)-tt17-.-t
.71Z0C‘
-
BY INSTALLER V
INSIDE AND OUT
INSTALLATION ANCHOR Z z X.a.•CC Iii c)0
•
SEALANT BEHIND • SEE TABLE 1 0 01-0,4<z _ce,
INSTALLATIONANCHOR FLANGE BY INSTALLER ---SEALANT BEHIND
SEE TABLE 1 FIN BY INSTALLER Z OCID,4-1-00.-‘
T HORIZONTAL SECTION
C9 HORIZONTAL SECTION < p E,c) 6 Z
0 U.0
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE )" C)1.11-XO
1,7 tz z .
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
Or•
11.111 11111 I
SEALANT BEHIND ---, '-=-•-=•iir-'i'a-
[1/4' SHIM
. ti i".< u il it cegc-010.1 lgu -uci"
E F a. re
_0,44444444444.
CL .
FLANGE BY INSTALLER \ Of Ip c) %01,340 RE W
II
F '
I f •N-s.e'COVi 44 AA.
PERIMETER SEALANT MIN.EMBEDMENT :.Z 0.
. No S8201
BY INSTALLER . .
INSIDE AND OUT
/1.__
; /‘ __ _ S-E.E'-TAABLE 1
r:*f
1-a t * ile• S
• X
VP%, STATE OP
SUBSTRATE BY OTHERS--' 1.:„,04.....A.
SEE TABLE 1 .-1 -MIN.EDGE DIST. }KW'
SEE TABLE 1 • -IIIII
.
a) VTyEPRITCAIOLALSISLELCTICOHNORAGE — -14
. "PM t)1110
11:1 ml . ..o...
r
• • ..st r z _
lime 9/07/20(7
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. . v)
.--- FL PE#58201
FLANGE _ CONCRETE(2.0 KSI MIN.) 3/16'fTW TAPCON 1-1/2' 1-1/8"
MIN.) ---3/16"11W SEALANT------- 1239 JABARA AVE.
C-FrANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN. 3/16"ITW TAPCON 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16^ELCO ULTRACON 1" INSIDE AND OUT r
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM 0-90) 3/16°ELCO ULTRACON 1-1/4' 2-1/2° '. 57 10X FRA ME IN1CALEATiON gi-E"EiCianiPtiaFli"----
3/16"11W TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN,SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 718" 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,
sr DATE
FLANGE
DRAWN
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: :
10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.050' TEF
-MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owo TEF REV:
1/B'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD
FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. ALE:CWS-868 C
,
1/8"STEEL(33 KSI MIN.) DRILLING SCREW TI-IRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN ZX MIN.SOUTHERN PINE(6=0.55) #6 WOOD SCREW 1-1/2" 1/2° SHOWN FOR FLANGE WINDOWS. SCALE. SHEET
1:2 6 OF 6
_ _