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St. Lucie COLlftty,FL
Code Version 2014 FL# 16736.1
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M I w.. iKanu4actitrer. y,Litiated-6y Itatu
*11-1 6736- Revision Custgiri Window Systems Inc. Steven'M..Urich, Approved
Rl FC#:FL16736.1 PE
is r' Model HS-lZ41}.PVC HorizorTtai Slider.. (717)932-8500
Descriptio.:H5.8200P.VC Horizontal Slider,IMPACT,74*ix 63"i XO'
or OX;
Ci3tegory:W ridpws
Subcategory:Horizontal SlIder
*Approved by,OSPR:Appo vols.by pBP.R shall be reviewed and ratified.by,"POC and/or the commission if.necessary, _ "-
Contact Us::.1940 North Monrpq.St__t Tallahassee FL 32399 Phone;BWO7+1824
The.State;oP Florida Is_an.AA]EEO employer: e of Florida.::"Privacy statement:;AceesS36ility Statsment;:Refund Statement
Under.Flondalaw,'email-addresses are public records.`S.0y do not want your e-mail`address-released in response to a'pubik-remrds request,do.not send
electronic mall tothis entity.instead,contact the office by phone dr by;traditlonal mail::if you have any questions,.please contact 850.487.1395."pursuant to:.
Sectfan455.775(i},Florida Statutes,effective October 1,2012,11i ncensed under chapter 455„F.S.must provide tine Department witti an emm address if
they trave one.7tie emalts provided may used for ofBGial communicatlon:afth the"licensee.liofvever email ad0resses are:public record:If you do'not wish to
supi?N'a persona!address,Please provide the pepartment'with an einail address whli9 ic:can barred to the pub To determine if yoware a'liceusee under
Cnaptac455;"F:S.,ptease'.tlickh_e�e,
Produtt.Approval.Accepts;
"�vssrtiUtr.
FILE
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' Pi+oducE-AaoitiwaLMenu>:protlL�.ar.Aoblf{�d6nsearch>Aoallcafion List>Appti�tion-befall
FL:# FL16736-R
.Application Type: Revision
Code'Version. 2014
Application S(.atus Approved
Comments
Archived i
Produet.Manufacturer Custdin WlndoW Systems Ince_
Address/PhongjEmail 1900 SW 44th.Avenue
Ocala,FL 34474
(352)'368-6922 ,Ext 255
sbrdpks@cws,cc
Autlibrized.Signattire Stephen Brooks
's6rooks@ccvs.cc,
Technical Representative Erinxoss
Address/Phone/Email 1900 SW 44th Ave:
Ocala,FL 34474.
(352)368;6922 Ext 2.91
ekpss@cws.ce
Quality Assurance-Representative Jay:Lathrop'
Address/Phone/Email 1900 SW 44th Ave.
Ocala;.FL:34474.
(350 365-6922 Ext 291
jlathrgpPcws.cc
Category Wlndovvs
Subcategory Horizontal Slider
Compliance Method ;Evacuation Report,frorri a Florida Registered Architect or a Licensed
Florida Professional Engineer
C�7S Eyaluation R6p*.-Hardcopy Received
Florida Engineer or Architect Name who developed. Lucas A..'rurnec
the EvaluatiohiMgort
`Florida License PE-58201,
Quality.Assurance,Entity Keystone,Certifications,Inc:
QUalityAssuranceContrackExpiration Date 07/21/2020
Validated By Steven.M,Urlch,PE
R*Validation Checklist=Hardcopy Received
Certiflcate;of:independence: FL16736 R1 G0I EvalReo CWS-811Q(HS-8200 74x63 IMP)odf
Referenced Standard and Year(of Standard) Yelar
AAM.tWDMA/OSA/S01/I.52jA44f)-08' 2008
ASTM E1300=04. 2004.
ASTM.E188fr05 2005
ASTM E1996-09 2009
PAUAS 201/202/203 1994
Equivalence of Product Standards
Clarified By
h-/./www--l6n&bu ldi gg.org/pr/pr app_dtl:aspx?parain=wGEVXQw0V8obl%2ff7,m6... 5/18/2016
Florida Bifflding,Code Ox fit.ie Page 2 dfl.
Sections from the Code.
lorodu6tApprrival Method Method-1.0106n D
Pate Submitted
Date Validated: 04/21/2015
Date Pending FElp"'Wroval, 04/25/2015
Dafe,,APprovelrl 06/22/2015
Summa'y'of,Products
FL#: 1,14odgkNumber.or Name. .1 D'escription
167361 HS-8200 PVC•H orizontal Slider HS-8200 W.C.Horizontal SIider,,Ir-1OA,&,.74'x63",XO or
Ox.
Limits of use Installation Instructions'
.Approves,for 6"In HVNZ:,.Yes FL16736 Rf 11 tWS-871 .64§-000;74x63.IMP).12d
App.roiiied',Wr use outside HVHZ.Yes Verlfied.Zy:Lucas X.Tqrner,58,201
inr�ct-Retdstianih YesFahy:
Created,by Ipciependerif Third.. ves
Delsidp Pressure:+60/-60 Evaivation Reports
Other:Large Missile,74*'.x,63"j'Dlo-+/-60 psf.,Outer lite In I F-L 1 115736;R1..AE DuPont PVB-NOA 13-Oi29,27.ndf.
I.G.rnustbe safety glazed whOn used.abov6 30A,.in HVk;L FLI6736 RI AE EVaiRedCWS-87IB'(HS-8200,,74k63.
piass cpnirpjies,to ASTM E1300r04. IVIRLP-0 - '
FL1673&R1,AE OvaneX(141kron)NOA 12-1017 02;Dd
Created by1ndepeirident Third Party-'Yes
16736.2 --tNS-8200 PVC Horizontal;sllder 'HS8200 PVC Horizontal Sil.der,.JMPACTr 111`kW",XOX,
Limits of use Installation Instructions
*Plirciv'edibr use.in 14VHZ-.Yes FLJ673f6-RI II CWS-8698 tHS-820,0 111x63,IMP).6d
Approved for,use outside HVHZ:Yles. Verified By,,Lucas A.Turner 58201 -
Impact Resistant,Yes, Created
Party:Yes
pesigrr�prpssure:+,60/=6p. Evaluation Repo.rt.s
Other;Large:Missllei 1.11:":x. 63",DP+/-66 PsE Outer lite FLIG736 R1 AE PVEI NOA 1:5-M9 27J)df
In I.G.:Mustbiisafety-,gazed When used,poove,,30 kAI6; �FL—i 736:Ill.'AEDuI>ont SGP NOA 11-0624 023A
.H"Z!.dl aiii-cornplies to AS*tWOO-04.1 :FL15736;RI AE Evalikey CWS'9698(HS-8200,111x63.
IMP).Dd
FL16 36 PI AE:Quarfek(Mikron)NOA 12-1017 02,vd
Created:by IndependentThird Party:Yes
:Contact Us 194n North Monroe RrLet phone,85046?-I8
The stateef.F.I.OiI6 is an AA/EEO.drnployer:anyright,2007.2013 State of Florida,,::Privacy Statement Refund StatemerK
Under:Soilda law,ernalrad I d I losses.am public records,if�Ou dant Want Your e-Mali a,ddres.s.released in respinisil.to a.oublicorecor4s request,do not send
e0ill'Onit Their to thisLentffy.Insteadi,contact the office by phone of.by traditional mail:if you h6ve any questions,pleasecontact 850.'487.1395,apurswrit to
SGCbGh:455275(1).'FIurjdi stat6bes,effective October l,'2012,fh6KjjdjS licensed order Chaptir 455,FS=musk provide the pepartment vilth'an emal address If
they haW,ornK The'erniuls provided may be.used for official 4ornniunication with the hcahiei.:tiov�e"r ernall addressesare public record.lfjooudo'rtot wish to
iupplyzpettdnat:address,�qse.pro4 jhe 6epartment with in entail address which cab benodOivailable be the publ"To deterinine.Wyou aie'illcensee under
Chapter 455,FS,ph-aiii'cfi&J��-
Prodiuct 4proval Arcepts:
go RK ORIM
http-//www.floridabuil.ding.org/pr/pr-app—dtl.aspx?paratw--wGEVXQwtDqu8ob10/o2ffZm6... 511.8/201,6
........
GENERAL NOES;
HORIZOVTAL,SLIDER,-.LARGE.MISSILE IMPACT
1.THE PRObUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED' W/INDOWSYSTEHS
TO COMPLY
WITHTHE FLORIDA BUILOING CODE
:(FBC);CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE 2.ONE(HVHZy AND. 1900 ZS OTH AVE:
IS RATED.FOR.WIND ZONE 4 MISSILE LEVELD.IMPACT USE AS DEFINEID OCALA,FLORIDA 34474
ASTM E 1998 PER`THE FBC. W W W.CWS.CC
75;1144 MAX OVERALL FLANGE WIDTH -- '2i GLAZING OPTIONS:(SEE SHEET'2)
i CONFiGU..RATIONS OX",.°XO' 6200 PVC
3
74°'MuNlrwiDsi .. 'HORZ SLIDER
4,DESIGN PRESSURE RATING "
3r GLASS DLC '-NEGATIVE DESIGN LOADS BASED ON TESTEO.PRESSURE AO
IMPACT
A;. GLASS TABLES ASTM E-1300 04
-POSITIVE DESIGN LOADS BASED ON,,TESTED PRESSURE;.WATER' In w
INFILTRATION TEST PRESSUREAND`GLASSTABLES
'
I _ ASTM•E-1300-04.:.... p.a
i I 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED. w
i IN THE DESIGN•OF THIS;PRODUCT.SEE SHEET 5 FOR ANCHOR
641/4' I .DETAILS.WINDLOAO DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
MAX ANCHOR CALCULATIONS. Z
FLANGE, B I � B
HEIGHT .fi:.PRODUCT APPROVED:FOR IMPACT RESISTANCE-SHUTTERSARE'NOT
REQUIRED:.THE IMPACT ROTARY LOCKS,ARE INTENDED'TO_BE LEFT.. o
UNLATCHED DURING NORMAL OPERATION OFTHIS PRODUCT,BUT w W
MUST BEEGAGE
ND'PRIOR70EXPOSURETO HURRICANE WINDS ua 9 Ir
U, w
MAX FLYING DEBRIS. o
UNIT. 1cc
w
HEIGHT ® ! I 599116' 7.ALL FRAMES'AND.VENTS FULLY WELDED.SMALL,JOINT SEAM SEALANT z
SASH USEDAT FIXED MEETING RAILAND`HEADISILL. W
�.o.
1 HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. o: = w
m ¢ z
;5813!16 9.THE DESIGNATION RAND 0 STAND FOR•THE FOLLOWINGS
r 8 X'='OPERABLE SASH,.O=FIXED,SASH
GLASS j'. 6.... . . ,eta P.......
➢LO C 10.SECTION GALLOUTS APPLY TO ALL ELEVATIONS,IN A SIMILAR Gq y�DBH��•Qyr��
5 LOCATION.. `�'• ti firms
I 1 D 44-1:. No 58201 Z75 S
L I I 5 11.EXTERNAL WEEP.SLOT-114"k 1'LOCATED 4"FROM BOTH ENDS..
C-.
A
C A •y,Tk:ScaR1� �er.
Lucas A. '�i�cP 4aaa
.6 Turner pNA+E,.!,.
:33'GLASBDLo 2015-04-11
3651181MAX SASH WIDTH--. 15:18-04:00 4/91/2015
LUCAS A.TURNER,P;E.
FL PE N 58201
1239 JABARA'AVE.
NORTH PORT;FL 34288
PH:941-380-1574
3HEET.1)ESCRIPTI0N:
GENERALNOTES.AND
ELEVATIONS
TABLE OF:CONTENTS I)RAWNBY: UATE:
ADE 10/10/13
GENERAL NOTES&ELEVA-(IONS,.... .1 MAX'. UNIT SIZE QESIGN PRESSURE.RATIIVG` IMPACT RATING
❑WG
.SECTION VIEWS&GLAZING DETAILS :2. - CWS-871 B
EXTRUSIONS&B.O.M:.:. 3 74"x 63" +L 60 PSF ,. LARGE MISSILE IMPACT �.
ANCHOR SCHEDULE&NOTES....::.........4 SHEET'
INSTALLATION DETAILS.....p....
S 1a5.
1`OF5
NTEFiIOR 2 ". NDOW SYA
MMdS
191'o SW 44TH VE.
-OCALA,FLORIDA;E4474
4, t 4 } ,t 6 WWW:OWSiCG
8200 PVC
HORZ.SLIDER
IMPACT
v
n v ui
,upi
SECTION B-B Uy
( -- t NOTE:FIXED LITE AT HEAD Q
AND SILL IS SIMILAR: 7t:o U)
s es p�
1B o a
r V
1�B. c g uj
.. ..:. j. . :3CU o
E m rL;Z
HEAD IMPACT HOOK:(NP.) W-
LUDSA2 ITEM�&38 N 7/9"OVERALL A, \ or;
No 58201 V
- IV ANNEALED.orTE.MPEREO, a;*,,t' " .0
INTERIpR _j�•
. ,.,
—.71.16'AIRSPACE S^0:
9'y 81"4TE.,OF
Ott
SWEEP LOCK(TYP) ,&,DUPONT PV8 INTERLAYER; tftliigill�a
ONLY ENGAGED PRIOR IONAL�
43 TO HURRICANE FORCE WINDS.
LOCATED AT THIRD POINTS IIB"ANNEALED
t8 4 y' I (ITEM 27) 4/11/2015
:RURFECTGWETH'
SIKAFLEX 552, LUCAS A.TURNER,,P.E;
FL PE#58201'
34. t 1239 JABARA AVE. .
NORTHPH 91401 38(1 1548
�-7 U3"•GLASS BITE
:SECTION VIEWS.AND
GLAZING` IL
4 �. DRAWN S DATE:
SECTION A-A HEAD IMPACT HOOK AND
JAMB SWEEP COCK LOCATIONS ADE 1.0/1.0/13
1;20 owccr Rev;:
SECTION.C;C GLASS jyPE A CWS-871 B
ALTERNATE PIN FRAME 1:1 s AL SHEET
1:2 9 QF5
PARTS LIST3'1 e T CORNER CONSTRUCTION
ITEM PARTA DESCRIPTION VENDOR 'MATERIAL
1 H-1497 Rcinfi Sash Meet.Rall Keymark Alum r ?1t7 NIIPfDAW SY59gt9$11`�°�1
2. H•1699 Reid'S:B R 1S:S:R,. Keymark Alum
-9 1900 SN/44TH AVE..
FLO
3 1+1836 Meet Rail FxdC Keymark Alum _O W W CWS CC A 34474
4 H,6052 SashTopBot.Rall Mikron PVC 211/16 rL,
219 1/rs
5 H-6048 "Maln7i,SH wul-in:,.PVC Mikron PV.C, 1116°
CORNER WELD'
6 H•6050 'Sash`Meat Rail,PVC. 0hron PVC' L (ALLSIDES) 8200 PVC
7 H-610511 Sash°Side Rail,PVO M..ikton PVC' It HORZ CJUDER'
B '16
H-6049 .Ma(n"Fr.,SSH,WIFIg-PVC Mikron PVC PVC:FRliA1E"FLANOE•6049. FIXED RAIL,-7636 :IMPACT
9 P-3029 Screen Pull Tab Summit PVCFRAMEFIN-6D48 15
10 P-3033 Scroen:Spring,SS" Hurley f 15/18" i ans^ ' �' v
-{ 9/18 .
11 P-3143 SarevriSupporl,"PVC TeamPlasticRubber .rte-2 18', 6 �� .� I. 26
12 P-3218 Sorean:Frame Allmetal Rol Form It aD e3 23 0
13 P-3228 Screen:Spline,.155'Dla:,BK Dapa 1.516^ /518^ TS/8" 1=5116^ Y.w
Key Nylon 'us Lq visq - +(16" ut6 po
14 P-4754 Screen Frame Comer Ke Allmetal. Ion FIXED MEETING RAIL w.4 an
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone - SCREWEDTOGETHERWITH
OUTERFRAci Z
Iv1E:
16 P-3352 861 6ik .85 DuC,.t 18"x 518-X.2-Lg, FrankLowe Rubber PVC;SASH MT0,.RAIL-6050 PVC;SASH SIDE RAIL-6061 PVC SASH TOPIOTM RAIL-SM ,PVC FIXED RAIL COVER-60631:8.
LL � O
17 P.+3429 Wstpr;:0.270 x,:787 back FlnSeal,On Ultiafabi a o j
� z
18 P3539 A8 x 314'Square TEK 2 One Festenal Steel ye°1—-t y4" 2 o O
19 P-4730 08 x 1/2"Truss PH TEK 2,Zrc, Fastonal Steel O 3lt6 a w f
tr •.i/1§� w OC
20 P 752 Cap Plug,1/2"Hole M&M Nylon 1" tAs'
ISM,
. T a
P-3783.or $ w
21 .P•5250 Sprang-Lack,impacts PVC. Interlock SASH MTG.RAIL-1497 ..SASH.REINF..-1699 n L) 0
28 P-4779 RollerrTandem M&M' Nylon .I _I m .• _
1.5!1¢.. ". ¢ O
23 P 4061 x.1 114 Ph FH TEK;W ht: Steel 3I4'
Bastenel 7/165 t a/a a
7t8 316 t�
24 P-4069 Keeper,Jmpact,PVC Interlock -.1176° LIi I OiRSty j rfrr
25 P=447!3 Weep Caw wl Flap M&M Nylon:
,PLAN VIEW-7999 HEAD IMPACT HOOK-1999 1/16• 1/16" yti�G��;,L�86►d S �'Q2r'
28 P•4638 tib x 21/2 PhTruss SMS Ajax' Steal S..B-R7SS.R; 1498 AOLLERTRACK;-1778 «,'y' No 5820.1
27 P4958 RotaryLock Sullivan Zinc
28 P-4952: Keeper,:Rotary;Lock Sulrrvan Zinc rio W16° * ,:
29 P4959 Wstp.,0.420 x,..187 back F,nSeal,Or, Ultrafab 0 - "^" .-0 +9�� STATE OF
30 P-4633 Barrel Fastener' Fastenal Steel
111
91 $-1112 Reinforcement,Head Ka mark; Alum; 6--- '—� �6.r 7/B" g,fi II �rr ��OR� V`'�
y U 1/1 s" r°+i OplAL. a
32 S-1498 RdnL,S.B.RJS.S.R, Keymark, Alum
S6 PVC GLAZE9EA0_-6064 GLAZE BFI+D-1112 err+xrtlitillt4��
34 S-1776 Holler Track Kaymark Alum EA
vs y�
35 S-1.899 Ftame Hook,Head,Impact Keyrrark Alum PLAY VIEW-2000 PANEL IMPACT CATCH•20D011z` 1 its 3/6" S t6°'+{ 4!1112015
36 S-2000 Panel Catch,Head,impact Keymerk. Alum 1 3
37 5.6005 Anti Lift Mikron PVC a11s 38. LUCAS A,TURNER,P.E.
X38 .S-6013 Scin:AoapL,w/Nb.PVC: Mikith: ' PVCw � 3 Imo' N
FL PE 9 58201'
11 PVC.SCREEN CATCH-,6673 PVC ANTI-LIFT-ti005
1239 JABARB'AVE
ap . . SCREW SUPPORT-3118 NORTH PORT,''FC.34288
30 56014 Som.Ad L,-PVC Mikton P.VC T PH.941-380-1574
.40
43
kron_ PVC
42 GLASS S SEE SHEI2 Cover C CARDINAL GLASS 5116°� '1t 50M AND EXTRUSIONS
41: S-6064 Glazin Bead Mikron PVC,
43 Iftriect Glaze"H",;SlkaFlex 552 Henkel/Sika Slllcom5 r 7t16
PVC SCREEN SUPPDRT:_.:6014 ORAWN BY: DATE:
ADE- 10110/13
DWG C, HEV::
_ GWS-871 B
LINE ITEMS.NOT USED: NOTE:ALL f*tRUSIONS ARE•ALUMINUM 6063-76 UNLESS OTHERW ISE NOTED. ` SHEET'
33 112 :3 OF 5
Owe=
WINDOW SYSTEPA,S
i2ur MAX ac"Fi.p 12 3 Cr rP.J 1,00 SW 44TIHDA:.
6`MAX.(1YP} —1 4•MAK{CYP,} 8":tvtAX.O:C:;(TYP:) ALA FLORIDA SEE NOTE F SEE NCYTE 2 W W W:CWS.CG
6'MAX(1YP.) 4'MAX.(TYP.) .
INSTALLATION 8200 P
• I
ANCHOR.(TYR) HQRZ:SLIDER
INSTALLATION. ..-
ANCHOR'(TYP.) IMPACT
MAX 04.
CiYF?.}
MAX
6C.
Y W
W G m
V 2
L
I 1 t a I c
OAC
n: w �
i c co
ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT (FIN)
r*trrt;riur,
; Na 562oa .t�?•
*S
90}' TATE OP
NOTES: S
,�
4i� �ORtO
I.INSTALL ONE ANCHOR AT EACH:lNSTALlATtON.COCATION.$lLL.ANCHOR SPACING SAME AS�HEAD.•. s*��fO4.
Aty
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING'SHIMS;MAX.ALLOWASLESHIMSTA,CK TO BE 114 USE SHIMS WHERE;SPACE:GREATER THAN 1/16-IS PRESENT. D BEARING,SHIMS SHALL BE rrrlerint�t
CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER..WOOD SHIMS ARE;NOT ALLOWED:
3.ANCHOR TYPE;SIZE,SPA..CING AND.EMBEDMENT SHALL BE AS SPECIFIED IN THESE,DRAWINGS,SEE TABLE 4,SHEET 5. 411112015
-4.ALL-INSTAL.LA7IONANCHORS MUST BE.MADE OF OR-PROTECTEDWITH.ACORROSION RESISTANT MATERIAL OR COATING.rDISSIMILARMETAL&ORMATERIAL;S.IN'CONTACT—WITH,PRESSURE-TREATED WOOD MUST LUCAS A.TURNER,.P.E;
BE PROTECTED TO PREVENT REACTION. `
FL PE#,68201
1239.JABARA-AYE
5.INSTALLATION ANC40RS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS;SHAIC NOT BE USED'iN SUBST RATES WITH STRENGTHS LES9.THAN THE MINIMUM NORTH PORT;FL 34288
SPECIFIED INTABLE!,.SHEETS. PH:941-380.15'74
H .D CRiP,TIDN:
fi.ANCHOR E.MBEDMENT'70 SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO..FOR CONCRETEICMU OPENINGS„EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IEUSED-,.INTO SUBSTRATE. MjCHpR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE.OR GROUT;FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X.WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE,
INSTALLATIONSTO HOLLOW CMU REQUIR`=.THE USE OF IX BUCKS;BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.'A MINIMUM CENTER•T0-GEN7ER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS;3'FOR MASONRY,!-FOR.WOOD AND METAL, GRAWN,sY: DATE.
AQE i0/16113,
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., owc x; adv.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOYJN IN TABLET,SHEETS.CONCRETEAND MASONRY SUBSTRATES.MAY.NOT BE CRACKED. GyY$-571 Li
9.SEALING ANDFLASHING STRATEGIES FOR OWERALt,WATER RESISTANCE OF.1N$TALLATION SHALL.BE DONE'BY OTHERS FOLLOWING TI-IE CURRENT.4ERSIOfJ'OF THE REFERENCE DOCUMENTS: ' SHEET
FMAIAAMA100(FINWINOOWS),FMAJAAMA200(FLANGEWiNDOWS),'FMAtWDMA250(BOX,W)NDOWS),FMAMAMA/WDMA300(EX)'ERfOR;DOORS) 1.20' 40F5
TYPICAL HEADANCHORAGEMIN.EMBEDMENT ---
,SEE TABLES -SUBSTRATE
^�V(y ��
1/4" XM $YOTHERS ��`j $"nMIN:EDGE OtST. "SEE
TABLE i MIM EDGE DIST.' �S68SIAXTE.
.. .. SEETABLE.I SEETABLE4 BY
SEETA,OTH LREftOCALA,S 19QOSW'44THAVE.
SUBSTRATE EiV OTHERS- -.. .. 114`MAX:SHIM. FLORIDA'�7 4
SEETABLE 1 W W W.OWS.CC
MIN,EMBEDMENT, { MIN.EDGE DIST: ---- ------
PERIMETER SEALANT .. SEE TABLE 1 - SEE TABLE 1 rri�V�
BY INSTALLER - 8200.P' C
INSIDE AND OUT SENSSTALL
TALLATtONANOHOR - --- OZ,..f,'UgE ,.
SEALANT BEHINp, MIN.EMBEDMENT
FLANGE.SYINSTALLER.. - 1tA'tw'AX.:SHIM SEE TABLE:1 :IMPACT
A
c .PERIMETER SEALANT
PERIMETER;SEALANT BY INSTALLER � O
BY INSTALLER :OU
INSIDE ANpT
INSIDE ANp OUT INSTALLATION.ANCHOR, ,g0
INSTALLATION ANCHOR - SEALANT BEHIND. SEE TABLE 1 w q,m
SEE-TABLET "'' FLANGEBY,.INSTALLER SEALANT BEHIND
PINEY INSTALLER o.
11 HORIZDNTAL SECTION rC"� HORIZONTALSECTION w O
ICAL PJAMB.ANCHORAGE- Q TYPICAL FIN ANCHORAGE 'd tt7-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
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SEALANT BEHIND d"i Iii
FLANGE BYINSTALLER
PERIMETER SEALANT BY MMENi' as�Frt
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9"/ TYPICALSiLL ANCHORAG,E'. +y+�t��`�a R l Q-,1 aa'? i
TABLES:.APPROVEOINSTALLATIONFASTt3SiERS 4/11/2015•
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE. MIN.EMBEDMENT MIN.;EDGE DIST:. LUCAS A.`TURNER,P..E:
FLANGE CONCRETE(2Q KSI MIN.) 3116`RW TAPCON. i•118 " FL PE#58201
PERIMETER SEALANT 1239 JABARA;AVE;" "
FLANGE. HOLLOW OR GROUT-FILLED CMU(117:PCF:MIN,) 3116'TfW TAPCON _ 1. 21 BY INSTALLER NORTH JAB'ARPORT,FL VE.
FLANGE 88
CONCRETE(285 KSI MIN.) 3+16'ELCO ULTRACON 1" p iNSIDEANO"OLR 'PH 941-380
D HORLZONTAI:SECTION -1574.
FLANGE GROUT-FILLED CMU{A87MC-90} 3116'ELCO,ULTP.ACON 1-St4° 2-112' �5-" BOX FRAME INSTALLATION stiEeTOBSCRtaTlot+:
3116'ITW TAPCON HEAD'AND&ILL SIMILAR,FOR BOX MSTALLATIfJN -
FLANGE 2XMIN.;SOUTFIERNFINE(G 0:55) ORELCO,LILTRACON 1-38" 718` INSTALLATION DETAILS
FLANGE 2X MIN.;SOUTHERN PINE(G=D.55} #10 WOOD SCREW• 1-318" 718" FLANGE.REMOVAL NOTE:PARTIALLY OR.FULLY.REMOVING.THEFLANGE, DRAWN BY. oA7€
FLANGE 16 GAUGE.(0.060`)MIN.STEELSTUD #10416 HILTI KWIK?FLEXOR IIW FULL THREAD UP TO AND INCLUDING A 86X-FRAME APPLICATION IS'ACCEPTABI E PROVIDEO::
(33m Yto MIN) TEn SELF-DRILLING SCREW THRU 0:06Q" 7116` ADE 1 0/1;0113
1/8`ALUM,(606G;T5MIN.)OR #10 GRADE FgLLTHREAD -MIN.114'.FILLET OFC,ONSTRUGTION-GRAOEADHESIVECALILK.18APPL:IED awa#_ - -
FLANGE - ;Y/iG INSIDEAND OUT,FULL PERIMETER`RY INSTALLER:
118 STEEL(33 tCSi Milt)- DRILLING SCREW THRU 0.125 PRODUCT ANCHORAGE IS IN ACCORpANCE WITH REQUIREMENTS AS GOYS-R71 B'
FIN 2XMIN.:'SOU7HERN PINE"(G=0.65) #8 WOOD SCREW 1-112" lie SHOWN FOR FLANGE WINDOWS, scale .SHEET
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