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Code Verslon 2014 FL# ( 16736:1 I
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Search Results:-..Applications:
FAA T1%B._ HADVfRcu"M Validated By AW-U-4
FLt 73 Revision Custom Window Systems Inc. .Steven M.-Urich, Approved
Rl. FL#:FLi6736-.S PE
Histo w Model:HS-8200.PVC Horizontal Slider (717)932-8500
Description.HS-8200 PVC Horizontal Slider,IMPACT,74".x 63"i XO
or OX:
Category,Windows
Subcategory:Horizontal Slider
"'Appmva d byOBPR.Approvals by OBPR shaky.be reviewed and rnUhed by the POC and/or the eommissionif necessary,
Contact Us[:1940 Nortb MonrgeStrvwE[,7`allahasseeFL 32399 Phone:850:4874624
TheState;gf Florida'fs;an AA/EEOemDioyer: wtinbt7007 ;3 smote or Florida ::Privacy,5tatement::.Accessibility Sta m n Rrgl., tem n
Under Florida.taw,:eman'Wresses are public records.If you do not want your e-mall address released in response too public-records requesG:do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.27S(1),Florida Statutes.effective O4oberl;2012,licensees licensed.under Chapter 455,-F.S:must provide fire Depamnent with an email address li
they have 666.The emalls provided maybe.used for official mmmuhiation 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 whicfi can;be made available.to the publrc:To determine if you are'a'Ikensee;under
Chapter 455,,F.S.,please'.dlck here.
Product Approvol.Accepts.
sf,Y,'tiritmsESlUOr
http://www.flondabuilding4org/pr/pr_app_jst.aspx 5/18/2016
Florida,Building Code Online Page 1 of 2
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ryyUprusine'si/( ., ,: .. Prmdua Approval
i Il:l�J�� I . I1SER.Public Use,
Pm6d AonruVaLMenu>.prbauttar pool'aakitin Search 7 Aenllcati=-W t., Appiimtbn beWli
P
a FL# Ft 16736zRi�'r
a .Application Type: Revision'
Code Version: 2014'
-Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems1ric..
Address/PhanejEmall 1900 SW 44th.Avenue
Ocala,FL 34474
(352)'366-6922 Ext 255
,sbrooks@cws,cc
Authorized.Signatu're Stephen Brooks
sbrooks@cws.cc
TechnicalRepresentative Erin Koss
Address/Phone/Emali 1900 SW 44th Ave.
Ocala,FL 344474
(352)368-6922 Ext 2'31
ekoss@cws,cc
Quality Assurance.Representative Jay.Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala;FL.34474
f35?)368-6922 Ext 291
jlathrop@ews:cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaivatlon;Report frorn a Florida Registered Architect or-a Licensed
Florida Professional Engineer
r Evaluation Report-Hardcopy.Received
Florida Engineer or Architect,Narne who developed Lucas A.Turner'
the Evaluation Report
lorlda License PE-58201,
Quailty Assurance,Entity Keystone Certifications,Inc:
Quality Assurance.Contract:Expiration Date 07/21/2020
Validated By Steven.M:.Urich,PE.
Wi Validation.Checldist-Hardcopy ltecehied
Certificate of Independence FL16736 R1 GOI EvalReo CWS-8718(HS-8200 74x63.IMP).odf
Referenced Standard and Year(of Standard) S aridard Year
AAMAIWDMA/CSAJ101/I.Si2/A440-08' 20088
ASTM E1300-04, 2004-
A8TM_E1886=05 2045
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified ay.
http.J/www.flondabuild ng.org/pr/pi app dtl.aspx?param=wCrE'VXQwiDqu8obl°/c,2flZm6... 5/18/2016
Florida Building:Code OnlinePage 2 of 2
Sections from Ithe Code.
Product Approval Method Method I ORtion D
Pate Submitted
Pate Validated 04/21/2015
Date Pending FBC,Approval 04/25/2015
Date ApproVed 0fi122/20i5
Summa ry of Products
FL It. Model,Number.or Name: Description
� �-
--_
S=8200 PVC41drizontaWf- HS=82 445 ', 0--r- -
11
Limits of Use Installation Insitiouictions
Approved for use in HVHZ-.,Yes R16736 Pt 11-CBS-871B.(HS-8200;74x63,IMP)j2df
Approied,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 FLI6736 P'l 4E DuPont PVR:NOA 13-0129 27j)df-
I.G.must be safety
fety glazed when used.a'bov4 30 ft.in HVHZ. -FL16736 R1 AE EvalRep,CWSwMB(HS-13200,74x63,
Giass compiles to ASTM E1300-04, IMP),12d
FL1673k R1 AE Quanex(Mikronj NOA 12-1017 02.od
Created by:Independent Third Party,Yes
16736.2 8200 PVC Horizontal;Slider HS-8200.PVC Horizontal Slider,IMPACT,1111;k.63',NOX.
Limits of Use Installation Instructions
Approved for use.in HVHZ.Yes. F1,16736, R,1 II CWS-8696"(FiS-8200 71IX63,lMP)jjd
Approved for use outside liVHZ,.Yes -Verified By,'Lucas A.Turner 58201
Impact Resistant:Yes, Created by,1nd,epen-dent.Third Party:Yes
Design Pressure.+60/-60 Evaluation Report's -
Other;Large.Missile,III'.x 63",DP 60.psf.Outer lite- €L16736 RI AE DuPont NQA 13-0129 Ujid
In i6d:must-be saiety glazed when used above 36 MIn TL16736 R1 AE DuPont SGP,AIOA 11-0624 02,bd
HVkZ.Glass'complies,to ASTM Ei300-04. FLI 6736 R1 AE.EvalRep,CWS-9628(HS-8200,111x63
IMP).r)d
FL16 36 Pi AE Ouaneg'(Mikron)NOA 12,1017 02,pdf
Createdby Indeperflient Third,Party:Yes
Back1 FN R
.Contact us 1940 North Monroe Streeto Tallahassee FL 32399 Phane,850-487-ID
The State ofF.10ricia IsanM/15e0employer.Qnvrioht2Q07-2Qj3State L::ftt'gg*SWdmeni:-Acceqqibility5tatirOet::refund Statement
Under Florida taw,small ad.dkmum are public r ms.If,ybu do not want your�mall address released in response to a public-records request,do not send
electronic mail to this entity.Instead-,;contact the office by ph6ne OV by traditignal,mail:Ifyou have any questions,please contact 850.487.1395.-Pursuant to
SadlG.4:455.275(l).Florida Statutes,eff.ective October l,'2012,licensees llriis under Chapter 455.Pz:must provide-the Depautment with an email address if
they tiavi one:The emails.provided may be.used-for ofriciarcommunication With the licensee.However email addresses am public recard.*If,youdo not wish to
stipply.a persionAl address,oqse,orovide the.bapartment with arizemaTaddress whirh can he made available W the pubile.TPAereirmine.1f you area licensee under
Chapter 455,FS.,pliisnfick tigtk'.
Prodilci Approval Accepts:
Wcuritymialues.
WOE
hap://www.floridabuilding'.org/pr/pr_app_dtl.aspx?param=:wGEVXQ wtDcju8ob1%2ffZm6... 5/18/201.6
GENERA(NOTES
HORIZONTAL SLIDER -.LARGE MISSILE`impAGT
f.THE PRpDUCTSHOWNHEREIN IS DESIGNEDANt1'MANUFACTURED' WINCIOW$ySTEM9
TO GOMPLY
WITH THE FLORIDA:BUILDING CODEI O),OURRENT,
EDITION INCLUDING THE HIGH VELOCITY HURRICANE 20P1E{HVHZ)AND 19M SW 44TH AVE:
IS RATED FOR W IND ZONE 4 MISSILE LEVEL D,.IINPAOT LISE AS DEFINED OCALA.FLORIDA 34474
IN ASTAd E 1996,PER THE FBC: OVW W:GWS.cc
751!4"MAX.OVERALL FLANGE WIDTH-
'2.GLAZING OPTIONS:(SEE SHEET 2)
- 74'MAK UNIT WlDWIDTH3._GONFlGURATIONS:"OX",'XO" 8200 PVC: HQRZ.SLIDER
33"GLASS DLO - 4,.DEPRESSURE RATING IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1 3od04
-- - - _ -- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE;WATER m c
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-09 o
5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED o 0 v
641/4' i IN THE'DESIGN;OF THIS PRODUCT,SEE SHEET5 FOR ANCHOR Y
DETAILS: m
MAX
,WINDLOAD DURATION Cd-1.6 USED FOR WOOD w ¢
FHEIGHTLANGE S I I I $ ANCHOR£ALCULATIONS Uy
t
6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Ii Qi
1 I 1 REQUIRED.THE IMPACT ROTARY LOCK6ARE INTENDED'TO BE LEFT a V51
r I( UNLATCHED'DURING NORMAL OPERATION OF THIS PRODUCT,BUT N LL Z
� MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w n d R
:MAX. FLYING DEBRIS, a w
-
HEIGHT r MAx.18' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL.JOINT SEAM SEALANT
SASH USEDAT FIXED.MEETING RAIL AND HEADISILL, a s LU
r r HEIGHT _ n 0 o
SERIES/MODEL DESIGNATION HS-8200, m
@613116' r- 9.THE DESIGNATION-XAND O STAND FOR THE FOLLOWING-
zi
GLASS I 6 X OPERABLE SASH,.O=FIXED SASH Vst1T'�sirrrLr
DLO s o�ss.MORE W�',�'e
G`. 10.SECTION CALLOtTTS APPLY TO ALL ELEVATIONS IN A,EIMILAR �0 V r1G6kj&
I r 5 LOCATION. F yfi
No 58201 z7y
Li
�. 5 11.EXTERNAL WEEP SLOT=,114"x 1"LOCATED 4"FROM BOTH ENDS,.
C
-- - 9ti», STATE OF W�
C s A -- Lucas A. rfia �oRo�p�`y.'~
M-33'GLASSDLO Tumor - �"''+,StOfVFt
201, Z
366116°MAx:snsH WIDTH 5-04-11
---. 15:18-0.4:00
4/1112015
LUCAS A,TURNER,P.E.
FL PE#58201
1239 JABARA'AVE,
NORTH PORT;FL 34288
PH:941-380.1574
SIfEET OESCR1PTi�:
GENERALNOTES.AND
ELEVATIONS
TABLEOFCONTENTS DRAWN BY,GENERAL SnTE:
SEGTIONVIEWS&GLA NGDETAILS,.:z RIIAC)iV.1TSIZE' DESIGN PRESSURE.RAI'itr1G. (MPACI"�RKTIING nws#DE WEVOMD/13
ANCHORSGHE ULEE&NOTES...............d -7At Ei3 `T� 1I SO PSF LAF GE i I+SS �WS�871 B
INSTALLATIONDETAILS........ *'"- - - ,
5 / SHEET'
INTERIOR 19coSW 447I4.AVE.
COALA,FIORIDA34474
lit t8 2t:t 6 WWW:OWS.CC;
8200 PVC
HORLSUDER
IMPACT
O N f-
�i p,O
4t. 40 3.
SECTION.B-S
NOTE:FIXED LITE AT HEAD O
AND'SILL IS SIMILAR, p:'a
N w >
i O4C
W
3 c uvi
a Ut
Ol <Z
t
Ai ...._ 4: iipguxesttltt
-HEAD IMPACT HOOK I TYP.J 'w i'+fats
N
q OF SASH ; �;
(ITEMS 35 8 88) ..._. 7181 OVERALL wyTC No 58207
_— 1%8'ANNEALED or TEMPERED
INTERIOR, I ?1.16"AIRSPACE �' "x
9th ST,\TE OF5116'LAMI
:qac
VW ANNEALED �rii{'�•~ p�.�, ��w
SWEEP LOCK
(Tl'P') .09.4 DUPONT PV8 INTERLAYER tttrttttaiiss
ONLY ENGAGED PRIOR
43 TO HURRICANE FORCE WINDS. -
LOCATED AT-THIRD POINTS -t/8"ANNEALED
{ITEM 27} 4 .PURFEOT GLAZE"M A/11'/2015
SIKAFLEX 552' LUCAS A,TURNER,,P.E.
q FL PE#59201
t 1239 JABARA AVE.
(6}. (51—
NORTHPH.941 360 574 FL 88
SFIEET.pF_S ..iPIK7NV2-GLASS BITE :
r� p SECTION VIEWS AND
GLAZING DETAIL
4 DRAWN 6 ATE:.
SECTIONA-A HEAD IMPACT HOOK AND10/1'0/13
JAMB SWEEP LOCK LOCATIONS ADE 10/1.0/13
1;24 agGa: REV.:
SECTION C-CCWS-871 B
ALTERNATE.FIN FRAME
GLASS TYPE A
1:1 aLe: SHEET
1:2
2OF5
..........
PARTS LIST 3 tla• CORNER CONSTRUCTION
ITEM •PART# DESCRIPTION VENDOR MATERIAL f3 Ile' �fJ¢1n11Lt® •�/(�(
1 H-1487 Rant:Sash Meet.Rail Keymark Alum 1 112 VyINI�N/SYS9EM$t1�"�G1
2 H-1699 Rainf S.B R.18 SKeymark Alum _e s 3
-R, 1900 SW 44THAVE.
3, H-1636 Meet Rail Fxd Keymark Alum O 11 ACALIDA34474
1116" W W W.GWS,CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 216?J 172
t/+� 3918 2 t/a" 1116
5 H•604B Main Fr.,SH iv/Fn.,PVC Mikron PVC LGORNER.WEiD 8200 PVC
6 H•6050 .Sash Meet Rall,PVC Mikron PVC' (ALLSIDESi
7 H-6051 Sash Side Rail,PVC Mikron PVC' + +� HOR■ZIr,�SLIDER
FlXEDRAIL-1836 - IMPACT
8 H-6049 Idalo Fr.,SH,w/Fig:,PVC Mikron. PV.G PVC,FRAME FLANGE-604 9 G.---
9 P-3029 Screen Pull Tab Summit PVCFRAME FlN-6048'
15
10 P-3033 Screen Spring,$S' Hurley 23116 t tsps"—^i r13l16" n
11 P-3113 Screw Support,PVC Team Plastic Rubber
12 P-3218 Scman.Frame Allmetal RoIlForm 1�j 7 I -0 4D n o
L1-11
r14
P-3228 Screen Spline,.155 Dia:,Bill- Dapa 1518
P-4754 Screen Frame.Comer Key, Allmetal Nylon I y/ys• I . 1116" - -1116" FIxEDMEETINGRAIL w ¢ m P-3342 Seam Seater,SM-5504 Schnee Silicone JJL____ SCRE OUTER RA ER WITH -..- ODT EGTA E: U ZP3352 Set.Bik.,85 Dur.,1/8"X'5(8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL=6051 PVC SASH TOPBTM RAIL-6052. :PVC FIXED RAIL COVER-6063ifF i0
P-3429 Wsip;;0:270 x.187 back FinSeal,Gr Ultratab_ o [[P3539 H8 x 314'Square TEK 2 Zino Fastenal SEeel 0 3116" sre j- -1 2 P-4730 #8 0/2"Truss PH TEK 2 Zinc Fastenal Steel -+--F�
1116'
20 P-3752 Cap Plag,1/2 Hole M&M Nylon p 0
P-3783.or O 1116" L Ili"'' Q N
21 P-5250 Spring Lock,Impact,PVC. Interlock SASH MTG.RAIL-1497 SASH:REINF.-1699 r=r,0
22 •P-4779 Rollers Tandem M&MNylon .Ir• _..-..s -1 1,5116 .. In <10
1
23 P-0051 x;1 114 Ph FH.TEK,Nlhf: Fastenal Steel' �- 3r4" 7116' 11/4
3r16" --II II+ L fAil4tDl/lf
24 P-4069 Keaper,Impact,PVC Interlock 718 -1116" —I I --ll' ",���N�1OEt'Vr���
25 P-4479 Weep.Coleiw/Flap M&M Nylon ,pLgNVIEW-1999 HEADIMPAC7HOOK-1969 L ---,' y/16" P.��GSNSF.,-p 0,
26. P-0638 tf8 x 21/2 Ph Truss SMS Ajax' Steel SB.R SS.R,.-1498 ROLLER TRACK:-1776 Z v:•� No 56201
27 P-4958 Rotary:Lock Sullivan Zinc
28 P-4952 Keeper,Flotary;Look Sullivan Zinc _ 0 3116" p Q
;
29 P4959 Wstp.,0:420 x..187 back Pitsea!,Gr Ulh114 o� STATE OF 4u Cafab 0 r + U
30 P-4633 Barrel Fastener Fasterial Steel 741 9116 1716 A`O�r�a'LOOR
NA
31 5-1112 Reinforcement,Head Ke mark AluO% 6— --� i 518" iP�@!
32 S-1496 Relnf SBR./S.S.R, Keymark. Mum t— 36 it+hrnralt
5/i 1116' PVC GLAZEBEAD•6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum
35 S•1999 Frama Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1�" 4i Ira. 15/16",•l 4!1112015
36 S-2000 Panel Catch,Head.,Impact Keymark' Alum 1 a LUCAS A.TURNER,P.E.
37 S-6005 Anti Lift Wren PVC I�X16" 3$ FL PE#58201
Lf° a - Fr-I la. 1116 1239 JABAI3A AVE:
38 S-6013 San.Adapt;,w/Nib,PVC Mikron PVC+ T tt PVC SCREEN CATCH-6013 PVC ANT1UFT-6005 NORTH PORT,FL 34288
39 S-6014 Scm.Adapt.,PVC Mikron PVC 1 SCREW SUPPORT4113 PH.:941-380-1574
AO S 6063 Fixed Rall Cover Mlkron PVC It 1/e^� EE 6scRlvrlalr:
41 S•6064 Glazing Bead Mikron PVC 6116"�
42 GLASS SEE SHEET2 CARDINAL GLASS _ 39 BOM AND EXTRUSIONS
43 P.udect Glaza"H',SikaF,lex 552 Henkel/Sika Silicone 1116'
PVC SCREEN SUPPORT-6014 SA N. DATE:
ADE 1071.0!13
DWGF REV.;
CWS-871 B
LINE ITEMS.NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERW ISE NOTED. s SHEET
7;2 30F5
WIND
12 im,MAX,0c,. 19009 1YV HA SYSTEMS
(rn'•), S8D0 SW 44THJiVE.
61-MAX(tYP.}- '.� 3`(T`p.) 6"MAX(TYP.) ... 9":MAX O.G.:(TYPj
3'(Ty.F} SEE NOTE 2 - ..SEE NOTE'2 WWW CWS.CCIDA.3447A
6•MAX(TYP.) 4'MAX.(TVP.)
INSTALLATION 8200 PVC'
i 1 ANCHOR(TYR) j
INSTALLATION HORZ SUPER
ANCHOR"y') IMPACT
MAX,0.0.
Ii I (ryP.}
1� a.. . 'N 'Lu
MAX O.C. /�'�
(TYP,) t V i X 7 1 i !� ( `� 'o
UJ
W 4
(. V C
0- fA
a a w
a20
a
M
Q.LLy.
a
ANCHOR LAYOUT-(FLANGEi ANCHOR LAYOUT-(FIN) � � o
m .¢ z
t" No 5$201
ra tuc.
NOTES:
9� STATE OF
�
1.INSTALL ONE ANCHOR AT EACH 114STALLATION,LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
s'.0
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE:NOT ALLOWED.
3.ANCHOR TYPE,SIZE.SPAGING AND.Eh+)BEDMENTSHALL BE ASSPECIFIED IN THESE DRAWINGS,"SEE TABLE 1,SHEETS.
4/1112015.
4•ALL INSTALLATION ANCHORS MUST BE MADE OF:OR:PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING,-DISSIMILAR METALS'OR MATERIALS IN'CONTATG
BE PROTECTEDTO:PREVENT REACTION. .WITH PRESSURE''fREATED WOOD MUST- 1
LUCAS A.TURNER,P.E;
FL PE-#,582Q1
Y239 E4ARA 0
5..INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS,SHALL NOT BE USED-IN, WITH STRENGTHS LESS THE MINIMUM NORTH PORT,FL-34288
SPECIFIED IN.TABLE!..SHEETS. PH.941-380-1574
6.ANCHOR EMBEDMENTTO SUBSTRATE SHALL'BE BEYOND WALL DRESSING OR STUCCD. FOR CONCRETE/CMU OPENINGS„EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. HEFT E3{;RJSfiiDN:ANCHOR SCHEDULE AND.
INSTALLATIONSTO SOLID CONCRETE OR GROUT-FILLED CMV MAY;INCLUDE BUT 00 NOT REOURE SXWCOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE.7HE USE OF 1 X,BUCKS'BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
DRAWN 6Y: DATE;
7.A'MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINEDBETWEEN ALL FASTENERS:3-FOR MASONRY,1”FOR,WOOD AND METAL_ ADE _ 10/10113,
8,WOAD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLTDESIGNED BY THE ARCHITECT OR<ENGINEER;OF RECORD AND INSTALLED TO,TRANSFER WIND LOADS TO THE STRUCTURE, DWG V. RFV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLES,SHEETS.CONCRETE AND-MASONRY SUBSTRATES MAY NOT BE CRACKED. G1N5.871 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALLBE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE.REFERENCE DOCUMENTS: ALE: SHEET
FMA(AAMA.100(FIN WINDOWS),.FMA/AAMA 200(FLANGE WINDOWS);FMANVDMA 250(00X WINDOWS),FMAIAAMA(WDMA 300{EXTERIOR DOORS) 1:20 q 0 5,.
SEE TABLE
TYPICALHFAMANCHORAGE MINSEETABLEI .SUBSTRATE
MIN,FADE OIST._ BY OTHERS VONDOW SYSMMS
1/4"f IAX SHIM SEE TABLE I MIR EDGE DIST. SUBSTRATE
SEE TABI-E 1 } SEE TABLE t BY,OTHERS 1900 SW'44TH AVE.
SUBSTRATE BY OTHERS - ( 1/4°MAX-SHIM .. WwW.CWS.GGA54474
SEE TABLE 1
SEETABLEt .. .--
MIN.EMBEDMENT MIN.EDGE DIST: .__......
.,.
PERIMETER SEALANT SEETABLEi
SEE TABLES
BY INSTALLER INSTALLATION ANCHOR 1, PVC
INSIDEAND OUT' SEE TABLE"t �..� ORy-j'U[}E
SEALANT BEHIND MIN.EMBEDMw
FLANGE.BY INSTALLER-~ 1/4'MAX SHIM SEE TABLE i IMPACT
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER
BY INSTALLER INSIDE AND.OUT
INSIDEAND.OUT INSTALLATION ANCHOR w --
q.
INSTALLATION ANCHOR SEE � }m SEALANT BEHIND. _
PEE TABLE I "-- FLANGE BY,INSTALLER SEALANT BEHIND Ct1
FIN BY INSTALLER 5. TYO
B, HORIZONTAL SECTION /C� HORIZONTAL'SECTION PIEALJAMB ANCHORAGE 5 TYPICAL FAV ANCHORAGE 9
HEAD AND SILL:SIMILAR FOR FIN INSTALLATION �$S WI Z
W�� dlr
nib
ur
1/4"MAX.SHIM
SEALANTSEHIND na..
FLANGE BY INISTALLER O i ❑
3 ml< 2
PERIMETERSEA
LANT i M MEN-f.
BYINSTALLER SEETABLEI +`,�w +t 2RFVVj!1,
INSIDEAND OUT
SUBSTRATE BY::OTHERS.
SEE:TABLE 1. .,. --- -.--_MIN,-EDGE DIST. w.�.' !r :•�.
'SEETABLE?
t,0
A VERTICALSECTEON "9�"y STATE OF Ott+
TYP12AL`SILL.ANCHORAOI
o zz-
TABLE 1:APPROVES}INSTALLATION FASTENERS 4/11/2015
FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EWIEtEpMENTMlN.:EDGEDIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2-D KSI MIN.) 3/16'R W TAPOON 1-112" 1218 FL PE#58201
.PE(METER SEALANT 1239-JABARA AVE:
FLANGE HOLLOW OR GROLA-FILLED CMU(117 PCFMIN) 3116'ITW TAPCON 1' 2• BYWSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE 2:85 KSI MIN. 3116'ELCO ULTRACON 1° !NSIDEAND'OU
( } �1° [_p ..I'D
pH,94TiW 574.
FLANGE GRptITFIi-LEO CMU(ASTMC-90) 3116'ELCOULTRACON i-?td° 2-112 Sl„VJ BOXFRAMEINSTALLATION NELroEsempTloN:
3116.'ITW TAPCON HEAD AND SILL SIMILAR.FOR BOX INSTALLATION
FLANGE 2XAIIN.SOUTHERN PINE(G=0,55) 1-38 7/8" INSTALLATION DETAILS
OR ELW UL-iRACiJN
FLANGE 2XMIN..SOUTHERN PINE(G=0.55) 1110 WOOD SCREW 7!8° FLANGE REMOVAL NOTE:'PARTIALLY OR FUGLY:REMOVlNG THE:FLANGE, DRawrl BY; ATe:
FLANGE 16 GAUGE-(0-D60-)MIN.STEEL STUD Il10-16 HILTI'KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION 18-ACCEPTABLE PROVIDED:
(33 KS1 YI£tD MIN) TEKS SELF-DRILUN3 SCREW THRU 0:wlr 7/16' ADE' 10/10/13
FLANGE 118'ALUM.(6 063 T5 MIN.}OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD MIN..1/4°,FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDrG a:" v.:
1/8'STEEL(33 KSI MIN:) DRILLING SCREW THRU 0.125° 711W INSIDE AND OUT,FULL PERIMETER,'BY INSTALLER. - 'CWS-871 B
PRODUCT ANCHORAGEtS IN ACCORDANCE.WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0,55) #8 WOOD SCREW 1-112° 1/2' SHOWN FOR FLANGE WINDOWS. E SHEET
1.2 5OF5