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Product Artorevai Menu>Product rsr.,12pi"Cation Search>AQOCOtiln Lkt>Application Detail
FL# FL16736-R2 FL /� 73(0./
Application Type Revision
Code Version 2017
Application Status proved
I
Comments
Archived 1:
i
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
opine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
I j
j Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
j 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.Architecit or a Licensed Florida
Professional Engineer
L 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 Certtflcations,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Unch,PE
i
+' Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EyalReport871C.pd
Referenced Standard and Year(of Standard) Standard Year 3
AAMA/WDMA/CSA/101/I.&2/A440.08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009'
PA/TAS 201/202/.203 1994
Equivalence of Product Standards f
Certified By
https://www.floridabuilding,org/pripr app dtl.aspx?param=wGEVXQwtDqu8obl%2fiZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d'/o3d 1/2
1113t2018 Sectionsfrom the Code. Florida Building Code Online
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# Madel,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider^_ w HS-8200 PVC Horizontal.Slider,IMPACT,74"xn63",XO or OX.
Limits of Use Installation Instructions
I Approved for use in HVHZ:Yes 1706736 R2 11 CWS-871C.odf
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 EvalReoort871C.pdf i
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.
I ..
16736.2 HS-8200 PVC Horizontal Slider HS-8306 PVC Horizontal Slider,IMPACT Al"x63",XOX.
�-_ _—
Limits of Use Installation Instructions. '
Approved for use in HVHZ:Yes FL16736 R2 11 CWS-869C.odf
Approved for use outside HVHZ:Yes Verified By:.Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Parry:Yes
Design Pressure.,+60/=60 Evaluation Reports
Other:Large Missile, 111"x 63",DP+/-60 psf.Outer lite In FL16736 1%2 AE EvdlReDort869C.ydF I
I.G.must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes I
Glass complies to ASTM E1300-04,
I
(sack Next
i
Contact Us::2601 afair 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::RefundStatement
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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,.effettive October 1,2012,licensees licensed under chapter 455,FS.must provide the Department with an emaJ03ddress'if they have.
one.The emails provided.may be used for official communication with the licensee.However email addresses are public record.It 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 determineifyou are a licensee under Chapter 455,F.5.,
pleaseclick he_re
Product Approval Accepts:.
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https://�vww.floridabuilding.org/pr/pr app dtl.aspx?p6ram=wGEVXQwtDqu8obl%2flZm6TgPohu6ontOdSHABP6gYUiXlzzFJrTCXA%3d%3d 212
GENERAL NOTES: (% �y�
HORIZONTAL SLIDER- LARGE MISSILE IMPACT - ,THEPRODUCT SHOWN HEREWIB��ANUFACTURED wIN UU(Y
Sffl-_
TO COMPLY WITH THE FLORIDA C),CURRENT
EDITION INCLUDING THE HIGH.VE ZONE(HVHZ)AND 1900 SW 44TH AVE,
IS RATED FOR WIND ZONE 4 MIST USE AS DEFINED OCALA.FLORIDA 34474
1, STM E 1896PER THE FBC. W W W;CWS;CC
- •751/4•MAX,OVERALL FLANGE WIDTH------ -.. 2.GLAZING OPTIONS:(SEE SHEET 2)
--- 7a Max UNIT WIDTH 3.CONFIGURATIONS:'OX','X0'.
-- _. 8200 PVC
HORZ.SLIDER t
33•CLASS DLO--^^ 4:DESIGN PRESSURE RATING: IPA�+•I•
' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A �I GLASS TABLES ASTM E-1300-04e01t09.
T - - -.- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
-- --
-------- INFILTRATION TEST PRESSURE AND GLASS TABLES `r - z O
+ _ ASTM E-1300.04e0tt09. L W.�p C w o W
-- -� -- w zOz. ��?E
S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED A 4 $ O ?m
64114' I IN THE DESIGN OF THIS PRODUCT,SEE SHEET S FOR ANCHOR LL
2 Z.E K W O O
MAX. I DETAILS.WINDLOAD DURATION FACTOR CC 1 6 WAS USED FOR WOOD O O~O 6j<:c I-w
FLANGE B IIII B ANCHOR CALCULATIONS. V I'(0r~n Z_nL F-a)a
HEIGHT I O z-3 z}-=w
001
Y 1 6 REQUIRED,THE IMPACT ROTARY LOCKS ARE INTENDS TO BE EFT PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE T } Q O w 5=0 Z
!t r 1 I I UNLATCHED DURING NORMAL OPERATION OFnits PRODUCT,BUT a vhi V
t ! MA I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINOS AND O,p p w rn w
C) I UNx ( FLYING DEBRIS, y w 0- 521-
1 UNIT O a
HEIGHT I 69 8716' Ix w h o 6w.
I MAX T.ALL FRAMES AND VENTS WELDED.SMALL-JOINT SEAM SEALANT a iE CL a
SASH USED AT FIXED MEETING.RAIL AND HEADISILL.
I t HEIGHT i
1 1 ( I S.SERIES I MODEL DESIGNATION EEE! HS-8200, 00 tj urney�x�t I � d�a5 ppOREVV rfiO�i
56 t3t16' I 9.THE DESIGNATION AND O-STAND FOR THE FOLLOWING: I `U�••�.�GEMgF_'pAr�
GLASS I S X=OPERABLE SASH.0.=FIXED SASH : N. 58201 95
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A.SIMILAR
5
i .LOCATION, "'* 7C-
13% STATE OF 1wW
I. s/ 11.EXTERNAL WEEP SLOT=1/4'x 11 LOCATED 4'FROM BOTH ENDS. '�"'•" i-'
C A i(
33'GLASS DLO— LucaSTUme [
366116-MAX:SASH WIDTH. f
2017-09-22 9122/2017
13:5$-04:00 LUCAS A.TURNER,P.E.
FL PE#-58201 I
1239 JABARA AVE.
NORTH PORT,FL 34288.
PH.941480-1574
sH€c o'r E_STR_lpiiaN
I GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS ..
�TY,W bY; OAT
GENERAL NOTES&ELEVATIONS_ ....,1 ADE' 16110113
SECTION VIEWS&GLAZING DETAILS....2 MAX.UNITS IZE DESIGN PRESSURE RATING- - .IMPACT RATINGEXTRU
AANNCHORSCHEDULE&NOTE5::.:-� "3 "x 63" /-60 P.SF I LARGE MISCWS-871 c
INSTALLATION DETAILS.:............... 5 Y SHEET
-__....." 1:15 3OF5
'��'°��'�:-^t= ,"'- ,t< ,re.,.w�:�. :;,,<: ..;M.:«a ';�•�"�'�.d .,.rsz: '.^ :.:•�tts���..�..y..s�.x�k x.�,s..,..:wu.�,.z�.� ....�..�.�,,..�.,.....
-
INTERIOft 1900 SW 44TH AVE.
OCALk FLORIDA 34474 i
t>1 b 18 21 1 r.3 6 i. WWw.CWS4c
8200 PVC
HORZ.SLIDER.
IMPACT
i`. o .Qt�i.1 o
�I-2w Z O"z lY
_ Q0 a��m
�zsp¢ir =
U UW'ZI'1^1-r~r)a
SECTION B-8
a �v you v
�g ✓ NOTE:FIXED LITE 0.THEAD y dO w O y O
AND SILL IS SIMILAR �, i-t t6
'��c�rr.
rn tzt 2.11H
�
1,
?-0. v
�,__ +ttutertrrrr
4 4vY'• Na $t!?A1 S"SI
i HEAD IWACT HOOK(lYP.) .*• yk
t MIDSPAN PF SASH Z
k (ITEMS 35&36) 718"OVERALL �1• $TAT$ OP t 4f�
--..--•-••j--IW A14NFALF-0w TEMPERED 1A «;............
. ....
INTERIOR i , .-7116-AIRSPACE r'�i�t"fill, p++
i +-- ---•--5116•LAIUI
VA'ANNEALED
._ROTA RYLOCK
(TYPi) ! 1 .090 DUPONT PV8 INTERLAYER"
ONLY ENGAGEO PRIOR " -•
TO HURRICANE FORCE WINDS: ._ "118`ANNEALED
d i ` TED AT THIRD POINTS 9/2212017 i
TEM 27) P.URFECT GLAZE'H' ..-....... _,.^_^�
SIKAFLEX 552 LUCAS A.TURNER.P.E.
13 _ FL PE#$8201
(1 --
*31 �
1239JABARAAVE,
NORTH PORT,FL 34288
6 PH.941-380-1674
L1t2`.GLASS BITE
SECTIORVIEWS AND
OUANEXDURASEAL GLAZING DETAIL
IG SPACER. Li NIN I3Y: DATE^ _.
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS --
1;20 GLASS'TYPEiI
SECTION G-C 1;1 CWS-871 -C
ALTERNATE FIN.FRAME �^ SHEET
SETTING BLOCKS PER 1`8 2411:3.3,1 1:2 2 OF S
,Y, :.,,.;e. -croara'+m?&r: .+. z�• ;sax:. *� ;e?�.. -- >„ ,..,,, «....,,...._..,,..................
PARTS LISTS ve' CORNER CpNSTRUCTION y� 7
ITEM PART# DESCRIPTION VENDOR MATERIAL - 3116'..---- ._•. �( N
I H 1497 Reinf Sash Meet.Rail Keymark Alum ( 1 trz'•- WINDOW SYSTEMS
2 W1699 Roinf,S,B.R./S,S:R, Kaymark Alum e � 1900 SW 44TH AVE,
6 CCALA,FLORIDA U4743 14-1836 MeeL Rail.Fxd, Kaymatk Alum j ttts' WWW,CWS:CC
4 H-6052 Sash ToptBot.Rail Mikmn PVC 211136' 39lte^ 2 VS* S1t6"
6 H-ws Main Fr,SH,wl Fin,,PVC Mikmn PVC 111G
CORNER W£LD
6 K6050 Sash Meot.Rail PVC Mikmo PVC 1 CALL SIDES1 8200-PVC
7 F+6051 Sash Side Ret;PVC Mikion PVC _ F- +^ ""— 1'8 HORZ.SLIDER
FIXED rtatL-1636 IMPACT
8 HtD49 Main Ft:"SH,wtF#g.,PVC Mlkron PVC PVC FRAME.FLANGE-69d$ 1,_,._..._,.,.....V
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
i
10 P-3033. Screen Spring,$S Hulley 115!16" 13tt6'-I - Z "-zea
9116' rq
+. Z WJa O
11 P.3113 Screw Support,PVC Team Plastic Rubber ! E 40z W z O Z �_�-z�h
12 P-3218 Semen Frame 'Allmolal Ro1lFotra 7 I o Q us-y 6 0 _m
13 P-3228 Screen Spline,.i5s Dia.,Stk. Dapa. t 676' j 1 5t6" 15!6` 15116' u• Z ws w 3:2 0,
1A P 4754 Screen Frame Comer Key Allmet81 Nylon 166^ FIXED MEETING RAIL Ol- s OF
it16'W f �� it16' i ttt6' SCREWED TOGETHER WITH 0 m Z a- re�
15 P-3342 Seam Sealer,SM-5504 Schnee Siiicarre SII.���. LLL LL OUTERFRAM z Z a '-=)Q-
I&
u-'.
1& P-3352 Set Sk.85 Dur.,118'x SIT x 2°Lg.' I'makkowe Rubber PVC SASH MTG.RAIL-6060 PVC SAW SIDE RAIL-6051 PVC SASH TOPSTM RAIL-60,52 PVC FIXED RAIL COVER-Sa63 1:8 6 -Z00120. t�z
17 P-3429 Wstp,0.270 x.187 back FinSeal.G Ullmlab K a t Uz
16 P-3539 #8 x 314'Square TEK 2 Zrnc Fastenal
steel fie" �{ Std F o a ai w rO�i w
19 P-4730 #8 x 1f2'Truss PH TEK 2 Zinc Fastenai Steal l 3118 I 2 Z r?s 0. O trs t-
20 P-3752 Cap Plug,lf2"Hele MSM Nylon P 1 15li16" Vis` p w r Ow W
9 y } 1116
21 P-6250. Spring Lock.Impact,PVC Interlock SASH MTG,.Mt,1487 SASH REINF..169$ +++tisrinrgr�,
22 P-4779 Roller,Tandem M&M Nylon _6. --_ F 15116'.1 1 �++++pt1DRE.V.z;
23 P 4051 #S x 1 114 Ph FH TEK,Wht, Fasterw Steel 3 766 -- ?-.1 Ha".i a�+-e"•1cElysv �Lt
�5} '�' 314^ ( , I Cr r''�. F'-M,
24 P-4069 Keeper.Impact,PVC
Interlock 718' tt16' 3116^ -t `r No 582Di
25 P-4479 WeopCoverwfFlap M&M Nylon ._ ' t' 6• 1 ik e
26 P-0638 98 x 2 112 Ph Ttlsss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1116 { =q t ate'
S,B,RIS,S.R,-1496 ROLLER TRACK-1776 t 1)G% STATE OF I
27 P4958 Rolary Lock Sullhan Zinc
28 P-4952 I Keeper,Rotary Lack Sullivan Zrnc 0 3tt6'
29 P-4959 lWstp,,0.420x,187 back FirtSeal,Gr Ultrafab O
3 1 I � i+uarnn�
30 P-4633 lBarml Fastener Fasienal Steel I - 779• g- -
31 5-1112 Iftsinforcomeot,Head Keymluk Alum j ws-fes _ - 1116'
32 S4498 lReilaf.S.B.FLIS.S.R, Keymark Alummm^ L T"�1tO PVC GLA3£BEAD-W64 GLAZE B£AD-1112
34 $4776 RdlerTraCk Keymark Alum t, 12
35 5.1999 Frame Hook.Head,.Impact Koymark Alum PLAN VIEW-2000 PANEL IMPAOTCATCH-20c0 1M' 1 lie'
J12212t3i7
36 S-2000• Panel Catch.Head,Impact Keymark Alum ��e} { FY I _...
y X16` -��- LUCAS A TURNER P.E.
37 5-$005 Anb Lift Mikmn PVC 1116 FL PE#58201
F--w-----_s'---i t•yF-112' --.-...u16' 1M4ASARAAVE.
38 56013' 5cm.Adapt,wtflb,PVC Mikrimn PVC [moi - ) PVC SCREEN CATCH-6013 MO AN NORTH PORT,FL-34288
39 5-6014 Scm.Adapt:,PVC Mikmn PVC SCREW SUPPORT-3113 PH.941-380-1574
4fl 66063 Fixed Raft Cover Mucron PVC 1118'1{ e r uEsc'tz'rPTi r"""fi+
41 56064 Giving Bead Mikron PVO !
42 GLASS SEE.SHEET2 CARDINAL GLASS 39 SOM AND EXTRUSIONS
43 PLrctoet Glaze`H SikaFlex 552' Hontcel!Sika Silicone tf16'
PVC SCREEN SUPPORT-6014 tfiA+J"""av:' pye:
ADE IOf10113
EV.;
i� :CWS-871 C
I 33 E ITEMS NOT USED: s
ttt NOTE:ALL EXTRUSIONS ARE 6Q
ALUMINUM 63-T8 UNLESS 4THERWiSE NOTED. .SHEET
.as?� �„•^ ,u.�:�sx ,,M '«.Aw •» *F .:x ,. ;,+rr: �,«�n -.. ..,.,..... ......... ......
l
..
� WINDOW5�Y5'1'EMs
1900 Sw 44TH AVE.
1211r MAX,O.C.(TYP.) y OCALA,FLORIDA 334474
-«€
6-MAX -•3 SEE NOTE(TYPj 4•MM(IYP,) ••i•-8'MAX 0,0.(TYP.) WWv1I,C1vS.CC
(IYP,)._.___. ; EI { •._,-SEENOTE2
3 ti 8 {TYP.} _ .4"MAX{TYP,} -V 1
6"MAX(TYP.) 8200 PVC
-._..., - -
.:�.--
_.
ANCHOR ALL TION t I HORZ.SLIDER
_( -INSTALLATION
ANCHOR(TYP.) IMPACT
MAX.O.G. I
1 fYP:)
a z
cn WOO
W-
z 0
1T I i Q. Ziz 0Z o 3:
�,O.G........ I i x i 9 4! x € O 6wIIay�,
0 v€ny a1-iia
? 4aw50z'
i
a
_..._ _ a rr Q,
ANCHOR LAYOUT-(FIN} ottt€taet+rr
ANCHOR LAYOUT•(FLANG£1 �I0REtvfi ,.
4 $
! �.-"yi:• No 582'11 "'�'P•
{�
-A& STATE OF
NOTES:
(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 1118"IS PRESENT.LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED;
9t221201T
3.ANCHOR TYPE SIZE,,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 5,
LUCAS A.TURNER,P.E.
41 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 FL PE A 58201
BE PROTECTED TO PREVENT REACTION. 1239.JABARAAVE;
$.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S,INSTALI.ATION INSTRUCTIONS,AND ANCHORS!SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS_THAN THE MINIMUM NORTH PORT.ft 34288
PH.941-380-1574
SPECIFIED IN TABLE SHEET S. ---
SNcET E96RIPtIONi
INSTALLATIONS EMBEDMENT
SOLID SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, ANCHOR SCHEDULE AND
8.ANCHOR EMBEDMENT LID CN
CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS.BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS To HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND.SUBSTRATE. I
QRAW 1'.''� RTE;
7:A MINIMUM CENTER-TO-CENTER SPACING.SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1•FOR'W OODAND:METAL. AE3E 10110113
S.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THEARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, wow v` T3EJ'
SUBSTRATES S14ALL MEET THE MINIMUM STRENGTH REQUIREMENT,$AS SHOWN IN TABLET,SHEET S, CONCRETEAND MASONRY SUBSTRATES MAY NOT.BE CRACKED:. CWS-871 tS
9.SEALING AND FLASHING STRATEGIES FOk OVERALLWATER RESISTANCEOF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHFMAtAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 290(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 4
..Vit. .;_,-. ..Y.... �'�•..xR"uv`�` 4Y2'?u..•..Y*3Ge.,:E' 5_ ..fSu�a.�w"wsY.S,u...� ,C�'��'mri�"w'.�::.,� '.�.u,w.o.a r.,ww.w.�,...,,»..»......•. -........._ ..
MIN.*-- - SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE — -- m
BY OTHERS. WI� STES MIN.EDGE DIST. 51d" SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1940 SW A4TH AVE.��~SEE TABLE i _____......_. SE OTHERS SEE TABLE 7 } SEE TABLE 1 OCAtA,FLpR14A 94474SUBSTRATE BY OTHERS ... 7.fd'MAX,SFitM^-� ;�°- WWWCWS.CC
SEE TABLE 1 MIN.EDGE DIST.MFN.EMBEDMENTSEETABLEi -
PERIMETERSEALANT—_--•. SEE TABLET t82O0 PVC
BYINSTALLER. INSTALLATION ANCIN510EANDOUT SEETABLEI I NQRZ.SLID�RiSMIKEE EMBEDMENTSEALANTBEHINi7kSEETABLEI IMPACTFLANGE BY INSTALLER !_.,,114"MAX.SHIMh0 PERIMETER SEALANT F LUwO < Ow
Z WoOMETER SEALANT WYINSTALLER W Z.OZ 0:w2r
STALLER INStDEANDOUT a W �"Or 3,22E AND OUT ---••^—•-INSTALLATION ANCHOR Z 2Wm' WWOO
SEE TABLE 1 O.t—O j< I..,#
INSTALLATION ANCHOR—•--- SEALANT BY IN TALLER """"'"'" C Z r 2 ,
SEE TABLE.1 ••-•SFABY INSTALLER
LLE y
_ FIN WYINSTAILER Z O t7 U W Z
HOP ZONTAL'SECTION {r C HQRIZONTA_t.SECTION } r p.0 0—
TYPICAL
z
�JAMSANCHORAGE `.,`� TYPICAL FIN ANCHORAGE � O: t-. 2—
-"` HEAD AND SILL SIMILAR FOR FIN INSTALLATION
ZO a �
C= r IL ix
1 V4'MAX SHIM 4 O_ O;
1 SEALANT BEHIND w
_ `fit*4><tir�rrstJ�i
li FLANGE BY INSTALLER �P TS'4R p €(
PERIMETER SEALANT-- Mt N:EMBEDMENT
BY.INSTALLER SEE TABLE 4 .-. i•, *.: ,t t!
INSIDEANOOUT
-----•� ^•9"� STATE OF ,%W„
SUBSTRATE BY OTHERS �� aM o
SEE TABLE 1 ...I......-...5 E EDGE DIST. %L ���
I � s
(A VERTiCALSEGTtON .-- •.
5 TYPICAL-SILL ANCHORAGE -
r�
912212017
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPESUBSTRATE TYPE ANCHOR TYPE MIN..EMBEDMENT MIN.;EDGEOIST.' LUCAS A.TURNER"P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MK) 3!16 ITW TAPCON 1-112` 1-7;5` PEPJMETER.SEALANT-----"�N—" 1239 JABARA AVE._.
FLANGE HOLLOW 4RGROUT-FILLED CMU(177ACF FAIN,} 3116'iTLY TAPCON 1' 7' BY INSTALLER - --- NORTH PORT,FL 34288
INSIDE AND OUT PH,94i 3BD 1574
FLANGE CONCRETE(2.85 KSI MIN:) 3116"ELCO ULTRACON` 1" 1•.
O HORIZONTAL SECTION SHEET OESGfitPT-TOFl:—"'"
FLANGE GROUP-FILLED CMV(ASTM C•90) 3f16"ELCO ULTRACON 1-114" 2.112' S BOX FRAME INSTALLATION
3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIhL SOUTHERN PINE(0=0,55} OR ELCO ULTRACON i-3)9" T19" INSTALLATION DETAILS
FtRNGE 2X MIN.SOUTHERN EINE(G=0.55} #10 WOOD SCREW 1 air 718"' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DlLiintNsr; DATE
16 GAUGE'{0.060"}MIN 5TEEl.S7UD 810.16 HEGTI!KWIK-FLEX OR ITW FULL TT 4REAO UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:;
FLANGE - 71.16 ADE. 10/10113
(33 KSI YIELD MIN) TEKS.SELF-DRILLING SCREW THRU 0;060^ -MIN.'V4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED. UA r v.:
FLANGE 118`ALUM,(E063 T5 MW}OR. #10 GRADES SELF-,TAPPING I FULL THREAD 7118"' INSIDE RND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C
116""STEEL(33 KSI MIN,) DRILLING SCREW THRU 0:125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN,SOUTHERN PINE(G=0:55} #8 WOOD SCREW 1-it2" 112". SHOWN FOR FLANGE WINDOWS. ar: ,SHEET
1:2 5.0175
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f �RT"�j,� 1239 Jabara Ave.
T T
(.J 1�! R North Port,FL,3428.8
ENGINEERING& Pb. 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 4h Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above4isted 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-871C;signed and seated by Lucas.A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-IA,-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/WDMAICSA
101/I.S.2/A440`08
4) Supplemental Calculations to support CWS-871C,signed and sealed by Lucas A.Turner;P.E.
Installation: Units must be installed according to approval document GWS-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
• IsLargeMissile impact resistant and does not require the use of shutters t
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11.17:021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6''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 thi's product.
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Lucas - rio 58201 '' r
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2017-08.30 = i =
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. 8/29/2017
i410lV Al- .``,►�� Lucas A. Turner,P.E.
49it1101441' FL PE#58201