HomeMy WebLinkAboutProduct Approval (2) RECEPr -D HE? 0 7016
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Product Aaoroval Menu>Product or Appl! tion Search>Aoplication List>Application Detail
, y FL# FL5823-R7
Application Type Revision
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Code Version j 2014
Application Status Approved
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Comments
Archived
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Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature f Stephen Brooks
sbrooks@cws.cc
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Technical Representative Erin Koss
Address/Phone/Email j 1 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
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Quality Assurance Representative ]ay Lathrop i
Address/PhonejEmaii { ; 1900 SW 44th Ave.
Ocala,FL 34474
{ (352)368-6922 Ext 291
jlathrop@cws.cc
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Category { Winilo�-ws"
Subcategory f Single Hung
Compliance Method i Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
( !. Evaluation Report-Hardcopy Received i
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Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity iKeystone Certifications,Inc.
Quality Assurance Contract Expiration Date c j 07/218020
Validated By j + Steven M.Urich,PE
ji
Validation Checklist-Hardcopy Received
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Certificate of Independence ; FL5823 R7 COI EvaiReo CWS-155C{SH-8100 Imoact)odf
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Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
I ASTM E1886-02 2002
t ASTM E1886-05 2005
ASTM E1996-02 2002
f j ASTM E1996-05 2045
s PRjTAS 201/202/203 1994
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Product Anorovai Menu>Product or Application Search,>Applloa lon List
� 1 I
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Code Version 2014 FL#1 ` 5823.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL `
Impact Resistant ALL Design Pressure ALL
Other ALL i
i
Search Results-Api Plications
FL# 7uoe Manufacturer Validated By Status
FL5823-R7 Revision Custom Window Systems�Inc. Steven M.Urich,PE Approved
History FL#:FL5823.1 1 1 (717)317-8454
Model:8100 Vinyl Sirigle;Hung
Description:8100 Vinyl Single Hung(Impact)
Category:Windows
Subcategory:SinglelHurig
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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Contact Us::26171 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i
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The state of Florida is an AAJEEO employer.Cooyrinht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
i
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
mall 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 anemail address if they have one.The '
entails provided may he 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
dick here.
i Product Approval Accepts:
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Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method j Method 1 Option D
Date Submitted ! 12/16/2015
Date Validated 1 12/16/2015
Date Pending FBC Approval i 12/21/2015
Date Approved 02/10/2016
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hi ung 8100 Vinyl Single Hung(Impact)', i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes ; f FL5823 R7 II CWS-155C(SH-8P00 Impact) odf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile,see installation dwgs foriMax.size FL5823 R7 AE DuPont PVB NOA�13-0129 27.odf
and DP.Outer lite in I.G.must be safety glazed;when used FL5823 R7 AE EvalReo CWS-155C(SH-8100 imoact) odf
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.ndf
I Created by Independent Third Party:Yes
5823.2 SH-8100 Cont.Hd!&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
! 1/8"x 63".
Limits of Use i I Installation Instructions
Approved for use in HVHZ:Yes FLS823 R7 II CWS-4406(SH-81'00.IMP,74x63,
Approved for use outside HVHZ:Yes CONTHDSL).Ddf
Impact Resistant:Yes ! i Verified By: Lucas A.Turner 58201
Design Pressure:N/A + Created by Independent Third Party:Yes
Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports
must be safety glazed when used above 30 ft.if:HVHZ. FL5823 R7 AE DuPont PVB NOA`13-0129 27.odf
Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRen CWS-4ilOB(SH-8100.IMP.74x63.
CONTHDSL).odf
i FL5823 R7 AE Ouanex(Mikron)'NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
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5823.3 SH-8100 Cont.Hd{&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use i Installation Instructions
Approved for use in HVHZ:Yes FL5823 R7 II CWS-491B(SH-8Y00,IMP,74x72.
Approved for use outside HVHZ:Yes CONTHDSL).odf
Impact Resistant:Yes 1 j Verified By: Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes
Other:Large Missile,DP=+/-67.5 psf,Max.size 74-1/8" Evaluation Reports
x 72".Outer lite in I.G.must be safety glazed when used FL5823 R7 AE DuPont PVB NOA�13-0129 27.odf
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-4916(SH-8100.IMP,74x72,
CONTHDSL).Ddf
FL5823 R7 AE Ouanex(Mikron)'NOA 12-1017 02_pdf
Created by Independent Third Party:Yes
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use r Installation Instructions
Approved for use in HVHZ:Yes E FL5823 R7 II CWS-295D(SH-8100 IMP,52x96).ndf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 582d1
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R7 AE EvalReo CWS-295D(SH-8100.IMP,
FLANGE ONLY.Outer lite in I.G.must be safetyglazed when 52x96Lodf
used above 30 ft.in HVHZ.Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.Ddf
04. ( FL5823 R7 AE Kurarav SGP NOH 14-0916 11.odf
FL5823 R7 AE Ouanex(Mikron)iNOA 12-1017 02.odf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:85D-487-1824
i
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 yob 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 trabitional mall.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
emaiis 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
{ dick Ilgre.
Product Approval Accepts:
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SINGLE HUNG-LARGE MISSILE IMPACT! GENERALN°TEs,
11.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
(SHOWN w[DIFFERENT OPTIONS) TOCOMPLYWITHTHE FLORIDA BUILDING CODE{FBCI,CURRENT
WiKDOWSY3TFS15
III EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(FiV}IZ)q,NO 1900 SW SSTH AVE
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D WPACT USE AS DEFINED OCALA,FLORIDA 37474
1
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC f
-"'-- 5636'
OVERALL FLANGE WIDTH 2.
COGLAZING OPTIONS:(SEE SHEET 2)GUR8100 PVC j
'
37_1/47 ( 3NFIATIONS-.O/r,' !
631,8'MAX.UNIT WIDTH _r..__; OVERAiLFLANGEWOTH j SINGLE HUNG
4 DESIGN RRATING:
48 15167
i t I -NEGATIVE DESSGNOADS BASED ON,TESTED PRSSURE AND IMPACT -
GLASS OLD -.- 36' --� LASS TABLES ASTM E-1306-04. _
MAX UNIT WIDTH -POSITIVE DESIGNDSURE WATER
INFILTRATION TEST PRESSUREAND GLASS TABLES 1
_
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ASTM E-1300.04.
:A1C
GLASS DLO
OVE1L1li' A _ ? S.ANCHORAGE:THE 33/tJ°;STRESS INCREASE HAS NOT BEEN USED I j
FLANGE .r. -- - __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR I Z Y aI16+I"I
�._...:_._ I
HEIGHT. C' li -- - 1 DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
33/676' -t_ 1 ANCHOR CALCULATIONS. I I I t Iy!
w tw
' GLASS OVERALL: ' t .I I. I ! ! .i.o jzp'
76�VA c tCLOFLANGE 1 ? 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT ROTARY I i 3_;a.; 1 tN!
MAK HHGHT C! 1 I2T' LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL + ! '-' Im
UNIT j OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO w�
HEIGHT B B .GLASS
'{ MAX OLO HURRICANE WINDS AND FLYING DEBRIS. I ± i I Ia I¢I
UNH 7.ALL FRAMES AND VENTS FULLY WELDED,SMALLJOINT SEAM SEALANT
I 6 HEIGHT USED AT FIXED MEETING RAIL AND JAt.13. + t tcla<I°
Ip.U)
37 s-1 1 t G 34. 1 ..I i�.�� S.SERIES i MODEL DESIGNATION SH-6100,
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SASH I 8'Gl Ss 30 VIA! I
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: j fz+
HEIGHT X DLO tiA7C I � .....-i-- :_.t-:
r`D `` I X-OPERABLE SASH,O=FIXED SASH
i . SASH iiI z 2T I `,,'1111111111) ,' i
`-✓ HEIGHT ! ,` 1 gLOSS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR } 4. p;DREW IP4'�
1 C S/A�. t t LOCATION. �10EPJSP•'P1,'�•, j
i I u _..�.#, t t.EXTERNAL WEEP SLOT=114'x i•ttS LOCATED 4"FROM BOTH ENDS. -J do 582Dt `511
`. �_q.,-1 S A =1 j 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'z 62". `;=-d? trC;
STATE OF :�W4
28' I 1 S"TSFf OAttZ``"
GLASS OLD ? i GLASS OLD'w
Lucas A.Tumer
-_�---;::.KSASH ROTHS.VIXSASHL:IDTH� i '
2015-04-09 1
12:43-04:00 �Z
_919L2015 LUCAS A.TURNER.P.E. 3
FL PE#58201
1239 JABARA AVE-
NORTH
VENORTH PORT.FL 34298 '.
I i PH.941.380-1574
{{SficT OESEPPTI:�.^^. y
LOCATION MAX.UNIT SIZE DESIGN PRESSURE IMPACT RATINGGENERAL NOTES AND
TABLE OF CONTENTS RATING I L ELEVATIONS
NON HVI +/ 65 PSF
GENERAL NOTES&ELEVATIONS._,.1 53-1/8"x 76" - ADE ? 015110108GLAZING DETAILS._...-.--.-........_....2 i HVHZ +/-67.5 PSF DV;G.-:-_—.REVV:
SECTION VIEWS&ALT.FRAME-.-... f
EXTRUSIONS&B.011.__ ...........4 1 NON-HVHZ +651-75 PSF cws-155 c
ANCHOR SCHEDULE&INSTALLATION DETAILS.O�s.........6 HVHZ 36"x 62" +67.5/-75 PSF .5"'" _---' SHEET '
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INTERIOR
19005W 44TH AVE.
OCALA,FLORIDA34474
WWW.cWS.Cc
8100 PVC
J.- C= L
SINGLE HUNG
IMPACT
SECTION VIEW B-B
NO. LE'.,bl.E b—'SFIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW. zo:
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LUCAS A.TURNER,P.E.
FL PE#58201
Rp 1239 JABARA AVE.
NORTH PORT,FL 34288
M 941-380-1574
SECTION VIEW C-C
SECTION VIEW A-A SECTION VIEWS
SWEEP LOCK REQUIRED
ALTERNATE FIN FFWAE iFOR SIZES OVER 36'.62*-
NO SWEEP LOCKS ALLOWED
FOR UNITS 36"x 62'AND UNDER. 1 ADE 0510108
ITEMS NOT SHOWN FOR CLARITY: CWS-155 c-1
22.27-28.33-37,43-45 SHEET 1
1:2 1 30176 i
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PARIS LIST
FRAME
RNER
PART9 DESCRIPTION
MAI H-W3t Frame Jamb Fig, MATERIAL VENDOR j CONSTRUCTION
2 H•603t Frame SII.FI9.Single—....�9 iB'---
I 11.6031 Frame Heat,Fig.5@gtp N PVC MIKRON ,
!WINDOW SYSTEMS
PVC: MBSRON # i
T"—"`— I--1�t5+i5` ----2376'---i 1900 SW
g,S'mgte Hung PVC' MYMAR xi 40CALA,fiLOR10A3ai7a
4 N-1836 Alum,Fixed Meet Rail ALUMINUM KEYMARK WVJIY.GWS.CC ?
5 S•6053 Fixed Hart Corer AVG MICRON
6 H-6027 Sash Tap Rail PVC- MIKRON 211116•
7 H-1497 ReintacememforSIR ALUMINUM KEYMARK - 1!16'- - $100 PVC I
8 H-6WS Sash Bottom Flail PVC MIKRON _AlfI t/76' IM�__ /„DINER SIDES) SING=LE FiLTItIG
9 H-1699 Ifeinforcement las SBR ALiRAWULi KEYMARK
[14
H-6004 Sash Side Red PVC, MIKRON 3` + IMPACT !
U•149S Reinforcement far SSR ALUNI NUht KEYMARK PVC FRAt4E FLANGE-6031 PVC SASH BR.I.RAIL-6029 PVC SASHTOP RAIL-6027
5-6064 Gluing 8eatl PVC! MIKRON
P•3118 Keeper,Sveep Loch 2WG. SULLIVAN
P-3541 NS itT,Pan Head.Tec STEEL FASTENAL
0 or
3 LB'--
P-4632 Sweep Lock 7LiC` SIJWVAN - t
I P•4633 Barrel Fastener STEEL FASiEML112,
a.. ! I' w'O;}:
BlockBTackle Balance STEEL CALOWELLwi 1<m?Pultact 5laze-WOrSica"552 SILICONE HENKEUSI(A - I'"'"--- € y FlXED tASETTNGRMI tv1;
19 Sash SEE SHEET2 GLASS CARDINAL T... - 'oo' =] 5CRE4YFJ)TOGETHER VJrTH I 1 f (mjm 4: izl
mu;
OUTrI'D
20 Fixed SEESHEET2 GLASS CARDINAL 39'76' tnfi' Use" 2va' -vi6• t,e f I ja
21 P-3429 W s1p„0.27D x 0.187 haok FmSRai NYLON ULTRAFAB p I 1 j 1 7;;"!m 1-•>'
22 P-4638 58x2-U2PHMod.Thus.Type A,TEK STEEL FASTENAL I -.-Ut6'
23 -AtOzit/T PaNieatl SMS STEEL FASTENAL
24 Flat Washer STEEL FASTENAL
25 5-W14 Screen Catch PVC; MICRON 1• PVC SASH SIDE RAI1r6004 FIXED RAIL-1636
n l�ia!
26 5.6013 Screen Support PVC MIKRON VCFRAME FUJ.604a
27 P4051 #8 x!1/4'Ph Fit TER,Wht. ZING• FASTENAL
Uim�.c�0= i
28 P-3748 06 It 0,625 puatl Fh TER,WN. ZINC FASTENAL
b3lmIpacT,Keepe,
impact.Lock STEEL'. INTERLOCK �Lnpact,Keeper STEEL INTERLOCK6n ' ` ' ' PC8x 3r4 FH PHwtp!'�Head,TEK,lYhI STEEL' FASTENAL _t2'Screen Frame ALVAINUM ALLMETAL r,Screen Comer Key PLASTIC M8M6'16No 582D7 _n S ineRt1B8ER 1 t—s I.Scneen CIoN VINYL', WIER STATE OF
36 P•3033 Screen SpnRg uTEEL� t1U1iCEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
PVC SASH STOP-6025 �O'.
38 P 3352 Se 8%k 137 P-3029 Screen aTah58-z Z" RUBBER FRANK WE i STEELHURLEY �ylcysj Q A t
39 P-3768«8 It 510 Phil Pan Zinc ZINC! FASTENAL I 4rrrONA'sxlsp
40 P4479 YVeepcmer PLASTIC M&M 1, =
41 P-3113 Screw Suppled RUBBER TEAM U4".---
42 P-6025 Sash Stop PVC MICRON 41912015
43 P-3059 Sash Cam PLASTIC tA861 1 iiF I�'1( "L" xa- ti LUCAS A.TURNER,P.E.
d4 P•3�5 Take Out Clip STEEL SUMMIT` T- - 15'16" il-..I i,fns- t' _
t ✓-' - 1116' FL PE#58201
t t----
45 P-3342 Seam Seater SILICONE SCtiNEE I 1239 JABARA AVE.
NORTH PORT,FL 34288
46 P•3752 Hole Plug PLASTIC MSM REINF.S.B.RlSS.R.•u98 RE1tJF.871.1 RAIL•1699 REINF.TOA R/`Irt497 PVC GAZING BEAD6064 PH.941 36{1-1-74
47 H-6048 Frame Head,FII-Sinitic,Hung PVC MICRON
48 P4959 Wslp.,0.420 It 0.187 hack NYLON. I ULTRAFAB - isHs.ۥaEscklrtiorf:
it ' It BOM AND EXTRUSIONS
i!2'—•--.� It
;I .O ADE I1 06!10/08
1 - --ori,
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scREtrsuapoar•3t13 CWS-155 I ^C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. i I scAi..x—� j SHEET
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WINDOW SYST84S
MAX(TYP.1 4-MAX(TYP.) �--6-!.!AXO-CjT)?P.)
1900 SW"T"AVE
,FL
T MAX(TYP.I 4"'JAX,(ryp.)—, OCALAORIDA 34474
I MAX ITYP.)— --W tAAXO.C.(TYP.)
NYVIWCWsCC
ANCHOR R AT PAIDSPAN fTYP.)—
e IMAX(TYP,)—
6-t,%xrryp.)
8100 PVC
SINGLE HUNG
0
MAX O.C. J 0 IMPACT
MAX Q.C.
iTYPj a'
10 o MAX Or_ 0
fAAx O.Q
(TYP-)
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X x u):
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g;
;12
wlw 6,
AN[CH�
,QLAYOU ST_
ANCHOR T FLANGEI ANCHOR LAYOUT-IFINI AN El
SIZES OVER 35'x 67 WES 36- 6Z-AND UNDER I.
SOVER36,x62,
—C
'E
NOTES: TATE OF
0
INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SJU..E AS HEAD.
2 SHIM,AS RED AT EACH INSTALLATION ANCHOR USING COAD BEARING SHIMS,MAX ALLOWABLE SHIM STACK TO BE 114.USE SEAMS WHERE SPACE GREATER THAN V16-IS PRESENT.LOAD BEARING SHIMS SHALL BE .......11,
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMS EDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 6. 1
L---Ai9l2OJ5-
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL 08 COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION- i i j FL PE 4 58201
1239 JABARA AVE. I
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE VVITH ANCHOR MANUFACTURERS 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.941-38U-1574
6.ANCHOR EMBEDMENT TOSUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETS'CMLI OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE, i`sNEEi of caafcle—
INSTALLATIONSTo SOLID CONCRETE CRETE OR GROUT-FILLED CIAU MAY INCLUDE SLIT DO NOT REOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND'
INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF AX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A M110JUNS CENTER TO-CENTER SPACING SHALL HE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,I-FOR WOODAill)METAL
i
S.WOOD OR MASONRY OPENINGS,SUC—M. SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF,RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE ADE 06/10/OB
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLES,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-155 C
S.SFAU14G AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCU1.10ITS: SHEET
FMAINVAA 100(FINWINDOWS).FMAIAAMA 200(FLANGF WINDOWS).FMA,WDMA 250(BOXWINDOVVS),FLWAAMAMIDMA 300(EXTERIOR DOORS) 1:25 SOF6
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TYPICAL HEAD ANCHORAGESEE TABLE i --l-SUBSTRATE
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FL PE#58201
FLANGE ;CONCRETE(2.0 KSI MIN.) i j 3116-RNV TAPCON 1-1/2' 1.118' PERIMETER SEALANT---"- 1239 JARARA AVE. I
FLANGE E HOLLOW OR GROUT-FILLED CMU(til PCF MIN), 3116'IIW TAPCON 1' 21 BY 114STALLER I NORTH POST.FL 34288 j
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I FLANGE ;CONCRETE(285 KSS MIN.) i 3±T6•ELCO ULTRACON t' 2' PH.941-380-1574
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3116'RWTAPCON HEAD AND S3tl SL50LAR FOR BOX INSTALLATION ---,
RANGE 2X MIK SOUTHERN PINE(G-4,55)
OR ELCO ULTRACON 14"81 718' ' INSTALLATION DETAILS '
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! FLANGE 2X MIN.SOUTHERN PI\c(G=0.551 KtOWOODSCREW t3t6' 7!H' I FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, uahivlTiiv-id:TE
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FLANGE 7116' + { } ADE O611a(48
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FLANGE 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0121' 7116• PRODUCT ANCHORAGE IS IN ACCORDANCE4YITH REOUIREMENTSAS CWS-155 q
i Fri ,2X MIN.SOUTHERN PINE LC-0.55) 198 WOOD SCREW 1.112* 7/16' SHDtVN FOR FLANGE WINDOWS. � 'E ? SHEEP
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