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e FL# FL5823-R7
Application Type i Revision
Code Version j I 2014
Application Status j Approved
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Comments
Archived 1 0 �
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
i
sbrooks@cws.cc
Authorized Signature
Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 3 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
1 ekoss@cws.cc
i
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email I 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
I jlathrop@cws.cc
i r
Category indows r
Subcategory SingielHung
Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed
Florida Professional Engineer
j ?rr Evaluation Report-Hardcopy Received
f
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License i ( PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date I 07/218020
Validated By r Steven M.Urich,PE
Validation Checklist-Hardcopy Received
I
Certificate of Independence " FL5823 R7 COI EvalReo CWS-155C(.SH-8100 Imoact)cdf
i
Referenced Standard and Year(of Standard) i Standard year
AAMA/WDMA/CSA1101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
` PA/TAS 201/202/203 1994
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Code Version 2014 FL# ` 5823.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL `
I
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL I
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
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Search Results-Apl Plications
FL# Type 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 SinglelHung I
Description:8100 Vinyl Single Hung(Impact)
Category:Windows j
Subcategory:SinglelHung
-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::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
I 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
mail to this entity.Instead,contact the office by phone orf 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
emails 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 here.
Product Approval Accepts:
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Equivalence of Product Standards j
Certified By
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Sections from the Code
}
7 ,
Product Approval Method Method 1 Option D
Date Submitted i ; 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/21/2015
Date Approved j 02/10/2016
I
Summary of Products
FL# Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)- +
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes i FL5823 R7 II CWS-155C(SH-8100 lmoact) )df
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 I Evaluation Reports
Other:Large Missile,see installation dwgs!for,Max.size FL5823 R7 AE DuPont PVB NOA 113-0129 27.odf
and DP.Outer lite in I.G.must be safety glazedlwhen used FL5823 R7 AE EvalReo CWS-155C(SH-8100 Impact).pd
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
5823.2 SH-8100 Cont.Hdi&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions j
Approved for use in HVHZ:Yes FL5823 R7 TI CWS-440B(SH-8100,IMP,74x63
Approved for use outside HVHZ:Yes i CONTHDSL).odf i
Impact Resistant:Yes I Verified By: Lucas A.Turner 58201
Design Pressure:N/A I 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.in HVHZ. FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf
Glass complies to ASTM E1300-04. FL5823 R7 AE EvaIReD CWS-440B(SH-8100.IMP 74x63
CONTHDSL).pdf
FL5823 R7 AE Ouanex(Mil<ron)'NOA 12-1017 02.pdf
j Created by Independent Third Party:Yes
5823.3 SH-8100 Cont.Hd &Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
I 1/8"x 72".
Limits of Use ` Installation Instructions
Approved for use in HVHZ:Yes I FL5823 R7 II CWS-491B(SH-81'00.IMP,74x72,
Approved for use outside HVHZ:Yes I CONTHDSL).pdf
Impact Resistant:Yes Verified By:Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 j 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 PV6 NOAA3-0129 27.1)df
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE EvalReo CWS-4916(SH-8100.IMP,74x72.
CONTHDSL).pdf
j FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02 odf
Created by Independent Third Party:Yes
i
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use f I Installation Instructions
Approved for use in HVHZ:Yes I { FL5823 R7 1I CWS-295D(SH-8100 IMP 52x96) odf
Approved for use outside HVHZ:Yes i i Verified By: Lucas A.Turner 58201
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. FL5623 R7 AE EvalRep CWS-295D(SH-8100,IMP
FLANGE ONLY.Outer lite in I.G.must be safetyjgiazed when 5206).odf
used above 30 ft.in HVHZ.Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.odf
04. i i FL5823 R7 AE Kurarav SGP NOH 14-0916 11.ndf
FL5823 R7 AE Ouanex(Mikron)-NOA 12-1017 02.pd
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
, i
The State of Florida Is an AA/EEO employer.Copyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do tot 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
emails 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 carr be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
_ dick here. 1
{ Product Approval Accepts: 1
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RECEP.' .0 SES 0 0 2016
FILE COPY
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GENERAL SINGLE HUNG - LARGE MISSILE IMPACT
1.THE PRODUCT
SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEM3 !�%j�/�g11/
TO COMPLY Wm1 THE FLORIDA BUILDING CODE(FBC),CURRENT
74 IW MAX FLANGE WIDTH EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
r- 72 71V MAIC UNIT WIDTH IN ASTM E 1996 PER THE FBC. W W W.CWS.cC
) t
36 3/a•MAX SINGLE UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) I
_—_—019116'— 3.CONFIGURATIONS:•OlJC-O/1C. 8100 PVC
j cwssDLO� SiNGL HUNG
A
LT
4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
I I GLASS TABLES ASTM E-1300-04.
-- -- -- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER ,n
MMAX. ) TI I INFILTRATION TEST PRESSURE AND GLASS TABLES c
1 HEIGHT I ASTM E-1300-04.
B O O ) B S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED
GLASS2613'DLO I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w y
DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w r m
_ I ANCHOR CALCULATIONS. m
6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE 0
T ) NOTREOUIRED.
HEIGHT I $ $Z>
f ) 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O¢
9 USED AT FIXED MEETING RAIL AND JAMB. o w a
e 30 anc 8.SERIES/MODEL DESIGNATION SH-8100.Fl
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9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: >>o
GLASS DLO I X X 1 ) 6 SASH %=OPERABLE SASH,O-FIXED SASH m¢O
HEIGHT
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
I i LOCATION. `PoPSdOREW�T
4 C 1 4 11.EXTERNAL WEEP SLOT=IW s 1-1/4•LOCATED 4'FROM BOTH ENDS. ,JGPy�ICENSE G•O,y���N
IL i_ No 58201
__—
L6 A 9' STATE OF .•w�
azs= Lucas A.Tumer
GLASS DLO _ MA%SASHWIDTH 2015-04-11 �Fs.<O R IQPv�`�•
15:07-04:00
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4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DEscRvrm:
GENERAL NOTES AND
TABLE OFCONTENTS DESIGN PRESSURE D6AWH ELEVATIONS
Y: DAT'
GENERAL NOTES B ELEVATIONS.-..1 LOCATION MAX.UNIT SIZE IMPACT RATING ADE 01/26/09
GLAZING DETAIL................................2 RATING
DWG.: REV.:
EXTRUSIONS ............................_..a NON-HVHZ +/-65 PSF
AN ANCHOR
SC EDULE...NOTE....__5 72-7/8"x 61-3/4" LARGE MISSILE IMPACT cws4ao s
ANCHOR SCHEDULE 8 NOTES.........6 HVHZ +67.5/-70 PSF SCALE
INSTALLATION DETAILS..........._......6 SHEET
1:15 1 OF 6
vnNDow srs�i
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
i-• 7/8'OYEHIILL INSULATED GLASS 7/8'OVERALL INSULATED GLASS w
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED Q^¢
7/16'AIRSPACE 7/16'AIRSPACE g p
5116'LAMINATED GLASS 5116'LAMINATED GLASS w Y
11W ANNEALED 1/8•ANNEALED w r m
m
ON PVB INTERLAYER BY DUPONT ,090 PVB INTERLAYER BY DUPONT ZO
1/8'ANNEALED 1B'ANNEALED D
DURASEAL BY TRUSEAL DURASEALBYTRUSEAL a w O_¢
PURFECT GLAZE RP OR SIKAFLEX 552 33 PURFECT GLAZE'F1'OR SIKAFLEX 552 o O E
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No 58201 •'•'P L
STATE OF
FIXED LITE SASH LITE OR 1
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4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCPIPTION:
GLAZING DETAIL
DRAWNSY: DAT
ADE 01/28/09
DWG.: BEV_
CWS-440 B
sra4B: SHEET
1:1 2OF6
( wlHnow srsm+""s l�
3 1 1 13 40 1 4 1 41 3 1900 SW 44TH AVE
OCALA,FLORIDA 34474
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1 SINGLE HUNG
8 8 IMPACT
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LUCAS A.TURNER,P.E.
y FL PE 9 58201
1239 JABARA AVE
t s p NORTH PORT,FL34288
p PH.941-38D-1574
2
9fEET OFSCRIP110N:
i SECTION VIEWS
SECTION VIEW A-A SECTION VIEW C-C DRAWN BY. T:
ALTERNATE FIN FRAME ADE 01/26/09
OW04: REV_
ITEMS NOT SHOWN FOR CLARITY:
CWS-440 B
6,18,32 SHEET
12 1 30F6
FRAME
ITEM PART#IDESCRIPTION PARTS LIST VENDOR MATERIAL 31x6' CONST CORNER %,�7�7T7��/1�pJ��,��a,]j��jL/��/7�
31re• CONSTRUCTION C�(Hhil7lLW/
1 H-6031 Frame Head,Flg, Mi7non Vicryl s WINDOW SYSTQ95
2 H-6031 Frame Sill,Fig, Mikron Vicryl 1 19DO SIN 44TH AVE
3 H6031 Frame Jamb,Fig, Mikron Vinyl 2 OCALA,FLORIDA 34474
4 H6031 Internal Fr.,Jb. Mikron Vinyl 3 WWW.CWS.CC
5 H-6026 Frame,Fin Mkron Vinyl a 1116'
211116" 3 9L
naij
6 S6025 Sash Stop/Filler Mikron Vinyl 8100 PVC
7 1-1836 Alum.Fixed Meet.Rail Keymark Alum O CORNER WE(Da H6027 Sash Top Rail Mlkron VicrylL (ALLSIDES) SINGLE HUNG
9 H-1497 Reinforcement forSTR Keymark Alum IMPACT
10 H-6028 Sash Bottom Rail Mikron Vinyl PVC FRAME FLANGE-6031
11 1-1699 Reinforcement for SBR Keymark Alum PVC FRAME FIN-6D26
12 H-6004 Sash Side Rail Mikron Vinyl i;]a
13 S-1498 Reinforcement far SSR Keymark Alum tarts• "5"6'- 2316• $=o
14 S-6064 Glazing Bead Mikmn Vinyl
15 P-3059 Sash Cam M&M Plastic 70 w r m
16 P4479 Weep Housing&Flap Assm. M&M Plastic t iw...
t 5r9• t s>a•
17 Block&Tackle Balance Caldwell Steel f [� to• SCREWED MEETING
OGE HFA wt'H c�o z
18 P3295 Take Out cup Summit Steel L 0 1176' OUTEAFRAME O
t� m
19 Sash SEESHEET2 CARDINAL GLASS g >
PVC SASH SIDE RAIL-6004 PVC SASH BTM RAIL-6028 PVC SASH MTG.RAIL-6027 Z W
20 Fixed SEE SHEET CARDINAL GLASS $ O Q
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB Nylon o o a
22 P-4638 #8 x 2-1/2 PH Mod.Thus,Type A. Fastenal Steel z tsps• 111---t 12 a a
23 #10 x 1 1/2'Panhead SMS Fastenal Steel T--} 7 1 ys• its• f >>wo
24 Flat Washer Fastenal Steel
25 5-6014 Screen Su m a z
Support Mikron Vinyl 1-
26 S6013 Screen Catch Mikron Vinyl 1 XV 21/8• 1116" 13/16 6 /s7s
27 S6063 Fixed Rail Cofer Mikmn Vinyl I y16• I L fns• ;Oa�Pp1OrRE6Y'11,
,
28 P3113 Screw Support,PVC Team Plastics Rubber ..111___ .IL PVC SASH STOP-6025 PVC FXD RAR COVER-6063
VP`'•V1OENgF GHQ?!%
29 P•3352 Set.Blk.1/9"x 518'x 2' Frank Lowe Rubber INTERNAL MULL 13AR-1727 MrG RAIL-1936 `v No 58207 %A
30 S6018 Mullbar Cover Mikmn Vinyl
31 P-3767 #10x 1 Hex Head Tek Fastenal Steel Ira• �v: e4_
32 P3342 Seam Sealer,SM-5504 Schnee 3ra• 619• 4-�-I
33 SkaFlex 552 or Pudect Glaze"H' Sika/Henkel ate• y_i_ .: STATE OF :�V/`
34 P-3541 98 x 1/2 Fiat Tek Fastenal Steel }� 13 1. s tsrls•� 1t lie• to ��.ps�<G.....G�2�.`
35 P4051 #8 x 1 1/4'PH Flat Tek Fastenal Steel v1s• .L tn8' Ilrl tete• .L q,
�iS/O Et���•
Orn Dr1114
36 P-3703 I Lock Interlock Steel REINF.S.S.R.-1696REwF.S.
PVC GLAZESEA66064
37 P4069 Keeper Interlock Steel T.R-1497 REINF.3.dR-7699
4/11/2015
38 P4264 #8 IT 314'PH Flat wl#6 Head Fastenal Steel
39 752
e Plug
40 P-33559 #81x 3/8'PH Pan Tek Fastenal Steel yts•j1 tra• 1/2• 1 Ira 111 LUCAS PE A.TU58201
RNER,P.E.
� 3/16 r 3.� FL #RAA
41 1-1727 Internal Mullbar Keymark Alum ♦ } "'�'J O JA
1239 JABARA AVE
FL 34288
44 P3SCREW SUPPORT-0113
218 Screen frame ALL Metal Alum T S. vts• T 9 NORTHPH.941-3PORT8 574
45 P3321 Screen Comer Key ALL Metal Plastic PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
46 P-3228 Screen Spline DAPA Rubber
47 P3033 Screen Spring FLA Screen Steel BOM AND EXTRUSIONS
48 P3029 Screen Pull tab Summit Alum WN BY. DAM
49 Screen Material NY Wire Fiberglass ADE 01/26!09
50 P-4959 Wstp.,0.420 x 0.187 back UltfaFAB Nylon Dwor. EV.'
LINE ITEMS NOT 5LINEfTEMS NOT USED: CWS-440 B 6CALE:
4243 NOTESHEETALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
ANCHOR AT MIDSPAN(TYP.) ((f(riYAYILU[�
6•MAX(TYP.)—�'^�' 4'RYP.) 4-MAX(TYP.) 8'MAX 00,(TYP.I �DETAILA
1 L/ w(NDOW s/srErls
V MAX(fYP.) ( I (TYP.) SEE NOTE 2 4'MAX(TYP.) SEE NOTE 2 1900SW 44TH AVE
� 4'
-4- — -- FLORIDA 34474
---------------- lj_ I -------- -------- WWW.I WWw.cWScc
� I
16 16 a, I 169116' I I 8100 PVC
MAxD.C. MAXo.c. 0 MAxo.c.0 i i SINGLE HUNG
O J) O (TYPJ �) IMPACT
IselI' —/
MAX O.C. I I I N WW
(TYP.) I I I o f
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X X X X I wHm
I I
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4 4 I INSTALLATION -- INSTALLATION I J w
ANCHOR(IY'P.) ———————— I ANCHOR(TYP.) R z w
DETAIL
ANCHOR LAYOUT-(PINI a a
i ANCHOR LAYOUT-(FLANGEI INTERNAL MULL ATTACHMENT ¢ cavi
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d No 58201 •:,P
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NOTES: '9 IST
ATE OF .41.
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ISS,ORA• Et�GlF
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4',USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT.LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADEOF 08 PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W(TH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE#58201
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 34258 1
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
:
6.ANCHOR EMBEDMENT TOSLBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE SNEE1 DESCRIPTIOR
INSTALLATIONS TO SOUD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTEN ERS:3'FOR MASONRY,1'FOR WOOD AND METAL. WN BY: DATE:
ADE 01/26/09
B.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. DWGM REV.:
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-440 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMAIAAMA IDO(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAfWDMA 250(130X WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 1:20 5OF6
MIN.EMBEDMENT �1/YIYNIWIU
TYPICAL HEAD ANCHORAGE SEE TABLE SUBSTRATE
BEE TABLE WINDOW SYSTEMS
mim
MIN.EDGE DIST. 7/4'MAX SHIM SEE TABLE 1 SEE EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE
1 SY OTHERS OCA A,44TH AVE
SUBSTRATE BYOTHERS-� /j / 1/4-MAX SHIM SEE TABLE 1NWW.CWS.CCA34474
SEE TABLE I tet'(/ MM.EDGE DIST.
MIN.EMBEDMENT SEETABLE 1
PERIMETER SEALANT SEE TABLE 1 8100 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE SINGLE HUNG
SEALIWTBEHIND O SEETMBEDM� IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
D 1 8
aPERIMETER SEALANT c
PERIMETER SEALANT
BYINSTALLEfl INSIDEIOE AND OUT $ m
INSIDEANDOUT INSTALLATION ANCHOR W}
SEALANTBEHUJD SEETABLEI w r-m
SEEINSTABLE I ANCHOR FLANGE BY INSTALLER SEALANT BEHIND to
SEE TABLE 1
FIN BY INSTALLER U U Z
�B1 HORIZONTAL SECTION rC"\ HORIZONTAL SECTION O
6 TYPICALJAMB ANCHORAGE 6 TYPICAL FW ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION r )'v Z W
a oml O¢
114'MAX SHIM p p W
SEALANT BEHIND O >?o
FLANGE BY INSTALLER
m¢O
Z
PERIMETER SEALANT MIN.EMBEDMENT ,ppualp
P
41DEAND ROUT SEE TABLE I ,PLPt10REyyrim
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SEE TABLE 1 MIN.EDGE DIST. ; 'A
SEALANT UNDER SCREW SEE TABLE 1 :¢�
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HEADBYINSTALLER STATE OF
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TABLE I:APPROVED INSTALLATION FASTENERS O 411112015
5
FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLAKE CONCRETE(2.0 KSI MIN.) 3/16'r7w TAPCON 1' 1-1/8' FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE
FLANGE
TEL OR GROUT-FO.LED CMU(117 PCF MINJ 3176'RW TAPCON 1' 2 BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(285 KSI MPI.) 3116'ELCO ULTRACON 7• 1' INSIDEAND OUT PH.941-38D-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-1/ B
T LD1 OR¢ONTAL SECTION
8 OX FRAME 6rEErDFSCMPTIOR
FLANGE 2X MIN.SPRUCE-PINE-FlR(G=0.42) NIS,ITW TAPC.ON 1-3/8' 718' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMN.SPRUCE-PINE-FIR(0=0.42) #10 WOOD SCREW 13+8- 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060')MIN.STEEL STUD #10.16 HILTI KWIC-FLEXOR IW! FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN Bv: DA E:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SGREW THRU 0.060' 7/16• ADE 01/26/09
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwD r. REV.:
FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.125' 7/16- INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-440 B
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMUL SPRUCE-PINE-FIR(G.O.42) 1#8 WOOD SCREW 1-112- 7/16• SHOWN FOR FLANGE WINDOWS. 55ZE SHEET
12 60F6