HomeMy WebLinkAboutProduct Approval !Florida Building Code Online Page 1 of 3
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Regula;lor'
Product Approval Menu>Product or Aoolication Search>Application List>Anolication Detail
LPN
R� ? FL#l�HEM
FL4091 R7
Application Type n-'
Code Version 2014
Application Status Approved iti
0
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlath S.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
6 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 Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
lR Validation Checklist-Hardcopy Received
Certificate of Independence FI.4091 R7 COI EvalRep CWS-154E(SH-8100,NI).pdF
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 11 CWS-1.511=-(SH-S100N11,,pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76". Glass complies FL4091 R7 AE EvalRep QVIS-154E(SH 8100. NIS
M E1300-04. Created by Independent Third Party:Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
-hirgit-s of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 11 CWS-4858(SH-8100, 52x71. NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x FL4091 R7 AE EvalRep CWS-48SB(SH-8100. 52x71
71",see installation dwgs,for OR Glass complies with ASTM NI)p If
E1300-04. FL4091 R7 AE Quanex Mikron)NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill,Non-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-442B(SH-8100,74x63.ContHdSl,
Approved for use outside HVHZ:Yes NI)j)df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other,SH-8100 Cont.Hd.&Sill,Max.size 72 7/8"x 61 Evaluation Reports
3/4", DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AE EvalRep CWS-442B(SH-8100, 74x63,
04. ContHdSl,NI).od_f
Created by Independent Third Party: Yes
4091.4 SH 8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont. Head&Sill, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-492B(SH-8100,74x72 ContHdSl,
Approved for use outside HVHZ:Yes NI).pd
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP. Glass complies with FL4091 R7 AE EvalRep CWS-492B(SH-8100, 74x72,
ASTM E1300-04. ContHdSl,NI).odf
Created by Independent Third Party:Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet.Rail
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-293C(SH-8100, 52x96,NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass complies FL4091 R7 AE EvalRep CWS-293C(SH-8100. 52x96.
with ASTM E1300-04. N1 off
Created by Independent Third Party: Yes
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Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5f... 11/27/2015
Florida Building Code Online Page 3 of 3
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 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 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 can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
® iaiak a:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5f.. 11/27/2015
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTEMS
CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY 1900 SW 44TH AVE.
53 1/4" HURRICANE ZONE(HVHZ). OCALA,FLORIDA 34474
OVERALL FLANGE WIDTH ( WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
52"MAX.UNIT WIDTH i
3.CONFIGURATIONS:"O/X". I 8100 PUC
4713/1 6" 53114
GLASS DLO OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): ! SINGLE HUNG
-NEGATIVE B
A 52"MAX.UNIT WIDTH- GLASS TABDLES ESIGN ASTM ED1300A04.D ON,TESTED PRESSURE AND NON-IMPACT
4713116" POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE. i
I. I GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 1 i
ASTM E-1300-04. I I T
MAX.
OVERALL; I I 5.ANCHORAGE:THE 33 ti3%STRESS INCREASE HAS NOT BEEN I o o
FLANGE 63114" USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR
HEIGHT j B O B 31 7116 MAX I I ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS `-e I D-
OVERALL: W 1W- m
GLASS FLANGE ! I I USED FOR WOOD ANCHOR CALCULATIONS.
MAX. I DLO HEIGHT 2615/16" I VJ
UNIT 1 62. O GLASS DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE j (0 U Z
HEIGHTI MAX. m m
j SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.UNIT
I LL O
c o CA
1 HEIGHT I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM j N N z W
I r {/-Bl SEALANT USED AT FIXED MEETING RAIL AND JAMB. w w Ir
1 t C\ I 8.SERIES/MODEL DESIGNATION SH-8100. U
13i 16" IE—7 j w j w
SA34 �
x.
SH V i 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: j ! w
I HEIGHT /� I i 30 5,'16" X 27^ X=OPERABLE SASH,0=FIXED SASH
31112" j MAX. GLASS DLO ,
GLASS SASH 1 I 10.SECTION CALLOUTS APPLY TOALL ELEVATIONS IN A SIMILARi m ¢ Z
I I DLOi HEIGHT I I LOCATION. -
I REyj���G
j 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ���� Q.�„•,,S 1'(��ii
ENDS. V��.��GEN .,�P�!��.
4- j
7 A ! 451/4^ -! �;• No 58201 1�
I GLASS DLO I
451/4' - Lucas A.Turner
GLASS DLO - 48 9116" -
MAX.SASH WIDTH 2015-04-03
,+-pS •CCG
48 91116" ' S13% STATE OF 0:
MAX.SASH WIDTH 15:29-04:00 j %D,h• :�s/Qo
..O q
`S� �
z2
4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH,941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING !DRAWN BY: DATE.
GLAZING DETAIL.................................2 ADE 06/22/09
COMPARATIVE ANALYSIS..................3 52"x 62" SEE COMPARATIVE ANALYSIS NONE OWG6: REV.:
SECTION VIEWS&ALT.FRAME........4
EXTRUSIONS&B.O.M.........................5 52"x 71" CHARTSHEET 3 NONE CwS-485 B
ANCHOR SCHEDULE&NOTES..........6 ,
jscALE: SHEET
INSTALLATION DETAILS.....................7 ANCHOR SCHEDULE VARIES DEPENDING ON UNIT SIZE,SEE SHEET 6 FOR DETAILS 1:20 1 OF 7
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
—7/8"OVERALL 18"OVERALL 7,8"OVERALL 7/8"OVERALL
NON-IMPACT
3/16"ANNEALED 3'16"TEMPERED -3116"ANNEALED 3116"TEMPERED
1/2"AIRSPACE ,2"AIRSPACE AIRSPACE 1/2"AIRSPACE
3!16"ANNEALED
—31116"TEMPERED 3/16"ANNEALED 3/16"TEMPERED I.-
<
"
Y!LL
LLJ
LLJ
�-
qg
co
SIKAFLEX 552 OR SIKAFLEX 552 OR (46) SIKAFLEX 552 OR 1(46), SIKAFLEX 552 OR U)
0 z
PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECTGl-A7E'H" PURFECT GLAZE"H" mca
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LLI
1:3 3 0 Er
3 p
as'asa
cn
6
LL_Ll Z I
6 -� O U F-0 oilsillos"t
%6' IDRE4r "I'
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 2 No 58201 ,73
FIXED LITE FIXED LITE SASH LITE SASH LITE
S9'•. STATE OF 'tragi
0
A'
N
0 A%I Ial ,
o"
41312015___
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
jSHEET DESCRIPTION:
GLAZING DETAILS
'DRAWN_BY DATE:
ADE
AIDE 06/22/09
—
,DWGI
CWS-485 B
SCALE: SHEET
20F7
DESIGN PRESSURES FOR EQUAL SPLIT"OX"CONFIGURATION WITH GLASS TYPE A OR B(FIXED)AND GLASS TYPE C OR D(SASH)
_
Unit Unit Width WINDOW SYSTEMS
Height 23.500 25.500 27.500 31.500 35.500 39.500 43.500 47.500 49.500 52.000 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
25.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 www.Cws.CC
27.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0
29.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 8100 PVC
31.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-118.1 SINGLE HUNG
NON-IMPACT
35.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-119.7 +70.0/-113.8 +70.0/-107.2
37.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-114.8 +70.0/-109.1 +70.0/-102.7 I I
39.500Irnoiw
+70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-110.4 +70.0/-104.9 +70.0/-98.6
41.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-119.4 +70.0/-106.5 +70.0/-101.1 +70.0/-95.0
w,w >-
43.500
43.500 +70.0/-115.7 +70.0/-103.0 +70.0/-97.7 +70.0/-91.8 1w:
+70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0
J_ m_
47.500 z
+70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-109.3 +70.0/-97.0 +70.0/-91.8 +70.0/-86.1 i i m i z
Im:m
O
49.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-106.5 +70.0/-94.4 +70.0/-89.3 +70.0/-83.7
NIN z >
51.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-119.7 +70.0/-104.1 +70.0/-92.1 +70.0/-87.0 +70.0/-81.5 i w I w O ¢
is as
53.500 +70.0/-120.0 +70.0/-119.1 +70.0/-118.9 +70.0/-118.9 +70.0/-118.9 +70.0/-117.4 +70.0/-101.8 +70.0/-89.9 +70.0/-84.9 +70.0/-79.4 w w
55.500 +70.0/-113.1 +70.0/-111.2 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-99.8 +70.0/-88.0 +70.0/-83.0 +70.0/-77.6 o'o rUn
aw
t-�-- Ila
59.500 +70.0/-100.6 +70.0/-98.1 +70.0/-96.7 +70.0/-96.1 +70.0/-96.1 +70.0/-96.1 +70.0/-96.1 +70.0/-84.6 +70.0/-79.7 +70.0/-74.3 - i ) o
Im;¢ z
61.500 +70.0/-95.3 +70.0/-92.7 +70.0/-91.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-83.1 +70.0/-78.2 +70.0/-72.9
�ttttrrrerf
63.500 +70.0/-90.5 +70.0/-87.8 +70.0/-85.9 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-81.7 +70.0/-76.9 +70.0/-71.6 ��yDREW i"I
65.500 +70.0/-86.2 +70.0/-83.4 +70.0/-81.4 +70.0/-79.4 +70.0/-79.3 +70.0/-79.3 +70.0/-79.3 +70.0/-79.3 +70.0/-75.7 +70.0/-70.3 ��Gt •ttG'cN �.•nj�
67.500 +70.0/-82.3 +70.0/-79.4 +70.0/-77.3 +70.0/-75.0 +70.0/-74.7 +70.0/-74.7 +70.0/-74.7 +70.0/-74.7 +70.0/-74.5 +69.2/-69.2 v No 58201
71.000 +70.0/-76.2 +70.0/-73.3 +70.0/-71.1 +68.4/-68.4 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5
SqO; STATE OF •:���
4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1674
;SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
i
DRAW N SY: DATE:
ADE 06/22/09
DWG it: REV.:
CWS-485 B
I__._.
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. (SCALE: SHEET
1:1 30F7
PARTS LIST FRAME CORNER '
ITEMKH-6027
DESCRIPTION VENDOR MATERIAL 3 t/6"--y i/( 1711�7�®fKN1•L/�(/Q
1 Reinforcement for STR KEYMARK ALUM CONSTRUCTION
2 Alum.Fixed Meet.Rail KEYMARK ALUM ( WINDOW SYSTEMS
-i -- 1 15/16"-
3 Reinforcement far SBR KEYMARK ALUM `C 11900 SW 44TH AVE.
4 Sash Side Rail MIKRON VINYL (s WWW.OCAL&FLORIDA 3447a
5 Sash Top Rail MIKRON VINYL j WWW.CWS.CC
211/16" 1516"6 Sash Bottom Rail MIKRON VINYL7 Frame Head,Fig,Single Hung MIKRON VINYL p ti168100 PVC
8 Frame Sill,Flg,Single Hung MIKRON VINYL t— CORNER WELD
(ALL SIDES) ; SINGLE HUNG
9 H-6031 Frame Jamb,Flg,Single Hung MIKRON VINYL t 1:8
NON-IMPACT
10 P-3029 Screen Pull Tab SUMMIT ALUM PVC FRAME FLANGE PVC SASH BTM.RAIL
11 P-3033 Screen Spring FL.SCREEN SS H-6031 H-6028 j
12 P-3059 Sash Cam BSI PLASTIC
� r
i� r
14 P-3113 Screw Support T.PLASTICS NYLON .010 u
17 P-4638 #8x2 1/2"Ph Modified Truss Type A TEK2 FASTENAL STEEL ~
C' ¢
19 P-3218 Screen Frame ALLMETAL ALUM 23/16"- ! olT o
1 3/16".-.... _ i
21 P-3228 Screen Spline DAPA VINYL I 2 w }
22 P-3295 ITake Out Clip BSI SS w- --C4) 5;) F- m
23 P-3321 Screen Corner Key ALLMETAL PLASTIC i FIXED MEETING RAIL m
T� SCREWED TOGETHER WITH i !o v Z
24 P-3342 Seam Sealer SCHNEE 15/6` `-J t 5'6" OUTERFRAME m i LL O
25 P-3352 Set.Blk.1/8"x 5/8"x 2" FRANK LOWE RUBBER1116., 1� -1/16" 1:6 e 1
26 P-3429 Wstp.,0.270 x 0.187 back FinSeal ULTRAFAB $i z >
i
27 P-3541 #8 x 1/2",Pan Head,Tek FASTENAL STEEL ¢ ¢ O LUw I w ¢
28 P-3581 Screen Cloth BETTERVUE FIBERGLASS PVC SASH SIDE RAILPVC SASH MTG.RAIL a. o °-
30 P-3752 Hole Plug M&M NYLON H-6004 H-6027 T U
32 P-3783 Impact,Lock INTERLOCK o!o w
33 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. FASTENAL STEEL o
34 P-4069 Impact,Keeper INTERLOCK ZAMAC - 1 t!2"-- 'm;¢ O
35 P-4264 #8 x 5/8",PH Flat Head,Tek FASTENAL STEEL _ Z
36 P-4479 Weepcover M&M PLASTIC 03/4" 5/8"- p
37 P-6029 Sash Stop MIKRON VINYL 3/16-1 ``�a�`Qp1gRE41, TG'���
38 S-1498 Reinforcement for SSR,SBR KEYMARK ALUM 27/8„ 1l1s^ fj1 31 7„ - (J ��VP����CENSF•;P�:
39 5-6013 Screen Support MIKRON VINYL
11 1 No 58201
40 S-6014 Screen Catch MIKRON VINYL ! ter. ;15
41 S-6029 PVC Sash Stop MIKRON VINYL
42 S-6063 Fixed Rail Cover MIKRON VINYL REINF.SBR/SSR REINF.SASH TOP RAIL
43 S-6064 Glazing Bead MIKRON VINYLS-1498 S-1497 'p% STATE OF -14J
MEETING RAIL '��n•, r•;`yam
44 Glass(See Sheet 2) H-1836 ��i�t�si-.......
O R 1�• G��.`
45 P-2190 Block&Tackle Balance BSI 'i�for,,NA'
46 SikaFiex 552 or Purfect Glaze"H" SIKA/HENKEL
47 #10 x 1 1/2"Panhead SMS FASTENAL STEEL Z�
48 Flat Washer FASTENAL STEEL
4/3/2015
50 P-4959 Wstp.,0.420 x 0.187 back ULTRAFAB -- -- -
LUCAS A.TURNER,P.E.
FL PE#58201
A AVE.
1/4° 1 3/8" 4t t/2"e I T__ s t v6" i 4 3/1 I NORTH POR1239 T FL 3 288
�. 43 \4 }-__ 5:16" 3/16 7ftil r- 3„ -{ PH.941-380-1574
711- 1 5.116" .045 13/1 6" i 1- --- r
1/16" i I SHEET DESCRIPTION:
1— —106" `1116
SCREW SUPPORT BOM AND EXTRUSIONS
PVC GLAZING BEAD PVC FIXED RAIL COVER PVC SASH STOP PVC SCREEN CATCH PVC SCREEN SUPPORT P-3113
S-6064 S-6063 5-6029 5-6013 5-6014 DRAWN BY: DATE:
ADE 06/22/09
1 DWC a: REV.:
CWS-485 B
LINE ITEMS NOT USED-71NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. IsdaL ----
13.15-16,18,20,29,31,49 1:2 5 OF 7
� WifVDOVb SYSTEMS
6"MAX.(TYP.) 14"MAX.O.C.(TYP.)
11900 SW 44TH AVE.
.—SEE NOTE 2 I OCALA,FLORIDA 34474
6"MAX.(TYP.)—I
WWW.CWS.CC
-t— -- -- 6"MAX.(TYP.)�--�( 14"MAX.O.C.(TYP.)
t 6"MAX.(TYP.) I 8�OO PVC
INSTALLATION SINGLE HUNG
I I
ANCHORS(TYP.) ; NON-IMPACT
O I I
12 112" I I
MAX.O.C. r
(TYPJ O rn
'ala
INSTALLATION ANCHOR — I I 16" I o':,r 0
@ CENTERLINE OF MTG RAIL I I MAX.O.C. I Y w
(TYP.) (TYP.) ----I — I-- .W;w r
—MTG RAIL CENTERLINE i Iw w En-
--F
I �
6-(TYP.) i I m m Z
ILL ico O
6"(TYP.) i I e Ln
x 4"(TYP.) �( I I N I N Z 9
Lu
W!W F
I 4 4 1/2"(TYP.) I I (L l a 0-14 I i w
W
m;¢ 0
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) I i Z
EIGHTS OVER 62" HEIGHTS 62"AND UNDER �N0,111RE611#T�i�ii
GR
i
No 58201
NOTES: .0
STATE OF 2L;
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �'4SS�O..
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 1/16"IS PRESENT, LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
1
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 7. 1 4/3/2015
4.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 LUCAS A.TURNER,P.E.
FL PE#58201
BE PROTECTED TO PREVENT REACTION, 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, 34288
SPECIFIED IN TABLE 1,SHEET 7. PH.941-380--11 574
(SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE i,ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
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. ADE 06/22/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. r,#: WEN.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-485 B
FMA/AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) FsCALE: SHEET
1:20 60F7
TYPICAL HEAD ANCHORAGEi aogm
MIN.EMBEDMENT ——y
SEE TABLE 1 i SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE -BY OTHERS-_ I T WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE 01ST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8100 PVC
IN INSTALLER _�1i. I I
INSIDE AND OUT __ SINGLE HUNG
/ INSTALLATION ANCHOR-
SEALANTBEHIND J O i SEE TABLE I j NON-IMPACT
FLANGE BY INSTALLER I—1/4"MAX.SHIM
imo ¢
o!r O
PERIMETER SEALANT Y w
BYINSTALLER ;E:w }
INSIDE AND OUT
INSTALLATION ANCHOR SEALANT BEHIND ! i cn
SEE TABLE 1FLANGE BY INSTALLER O
e
HORIZONTAL SECTION W
J-1 ('\7 TYPICAL JAMB ANCHORAGE j ¢ ¢ 0
w w F
a- a. a.
—
w w Q
1/4"MAX.SHIM i ¢ < co
U
SEALANT BEHIND ! w
FLANGE BY INSTALLER O 17 0
ED Q�
j1 ZPERIMETEJ
BY NSAND OUTTALLER ALANT MIN.EM EDMENT i ��tttty�RE4lrrr�4i
SEE TABLE 1 �9 P
EN
INSIDE SF.•nj2�
/ v'• No 58201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. ir
SEEi-�' � "
TABLET
/� VERTICAL SECTION �� !SOT• NATE OF
�7� TYPICAL SILL ANCHORAGE � ��i�F •�O R 1�A C7����
I rr'aurrnnt�t
O 413/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. i FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
C HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" SHEET DESCRIPTION:
7 BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION j
3.116"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" WS" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ;DRAWNDATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT]KWIK-FLEXOR ITW FULLTHREAD ADE 06/22/09
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED (DWG B: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER.BY INSTALLER.
1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS I CWS 485 B
7/16
SHOWN FOR FLANGE WINDOWS. �SCALE: SHEET
1:2 70F7
`Florida Building Code Online Page 1 of 3
Tmm-
F
v' '(�iPoI7('' BCIS Home Log In User Registration ; Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff BCIS Site Map Links { Search j
YV11usines1 #Product Approval
ProfessionalUSER:Public User
pRecgulatior,
LLSR11'Y11ii1WaliliiliillfiWY Product Approval Menu>Product or Aonlication Search>Application List
FL# CFL53=823-R -.
Application Type Revision
Code Version 2014
Application Status Approved
FIL'hw
Comments' 04/16/2015 C i a
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
A 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 Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
;.�6 Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R6 COI EvalReo CWS-155C(SH-8100,Innact . df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/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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•Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
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 FL5823 R6 II CWS-155C(SH-8100,IInpact . 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 Evaluation Reports
Other: Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PVB NOA 13-0129 27.)d
and DP.Outer lite in I.G. must be safety glazed when used FL5823 R6 AE EvaiReo CWS-155C(SH-8100,lmpact).pdf
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02.pdf
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".
C+irfiks
of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 11 CWS-440B(SH-8100,IMP,74x63,
Approved for use outside HVHZ:Yes CONTHDSL).pdf
Impact Resistant:Yes 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. in HVHZ. FL5823 R6 AE DuPoiit_PVB NOA 13-0129 27.pdf
Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-440B(SH-8100,IMP,74x63
CONTI IDSLM)df
FL5823 R6 AE Quangx.. Uikron_NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 11 CWS-491B(SH-8100, IMP,74x72,
Approved for use outside HVHZ:Yes CONTHDSL).pdf
Impact Resistant:Yes 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 R6 AE DuPont.PVB NOA 13-0129 27.odf
above 30 ft. in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-491B(SH-81.00, IMP. 74x72,
CONIHDSLhpdf
FL5823 R6 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 Installation Instructions
Approved for use in HVHZ:Yes EIA82 R6 lI CWS-2950(SH-81001 IMP S2x96).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile,52"x 96"w/5 HI sash,+/-67.5 psf. FI_582.3 R6 AE DuPont PVB P10A 13-0129 7.7.pdf
Outer lite in I.G. must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.pdf
ft. in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-295C(SH-8100. IMP,
52x96},;Taff
FL5823 R6 AE Ouanex(MikronlNOA 12-1017 02. df
Created by Independent Third Party:Yes
Back Nezt
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'Florida Building Code Online Page 3 of 3
Contact Us::1940 North Monroe Street,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
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 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 can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
ir% � eCnzcS.
!:£curl['h[fi'CStIi."3'
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GENERALNOTES:
SINGLE HUNG - LARGE MISSILE IMPACT C ®�'
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND FLORIDA 34474
I
75 3.18"MAX.FLANGE WIDTH— S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAA,OCALA,W OOCC
N ASTM E 1996 PER THE FBC.
L-3._318-
-741/8"MAX.UNIT WIDTH2.GLAZING OPTIONS:(SEE SHEET 2JX.SINGLE UNIT WIDTH---+ � $iQ0 PVC
323/16" 3.CONFIGURATIONS:"O!X-O!X". SINGLE HUNG
GLASS DLO ——— 4.DESIGN PRESSURE RATING: IMPACT
—
————————— ——— ———— -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM
-POSITIVE DESIGN LOADSDS BASED ON,TESTED PRESSURE,WATER
731/4" +— INFILTRATION TEST PRESSURE AND GLASS TABLES o � F
FLAMAX.
I ASTM E-1300-04.
— o SIO
HEIGHT -`-�—-- —
ANCHORAGE:THE 33 1131 STRESS INCREASE HAS NOT BEEN USED Y u.
B ;
B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w y
!
3115(15" O O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w r Co
GASS DLO i ANCHOR CALCULATIONS. Z I
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE i c o �0
72" NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE o c !—
MAX. LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, 1z I
w
BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDScc
UNIT I ¢ �'
I w w
HEIGHT AND FLYING DEBRIS. i ao a.I F-
F F
1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I c c U
USED AT FIXED MEETING RAIL,INTERNAL MULL ENDS AND JAMBS. as a i w
in
> >,
B 8.SERIES/MODEL DESIGNATION SH-8100 CONTINUOUS FRAME. m <10
C� 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: - -
333 6 35 5116_ X=OPERABLE SASH,O=FIXED SASH ,, PhjpR
GLASS DLO I /\ /\ I MAX. 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��VQ`'•��C E N�F••Q��
SASH LOCATION.
HEIGHT v. No 58201
11.EXTERNAL WEEP SLOT=1/4"z 1-1/4-LOCATED 4"FROM BOTH ENDS.
r �
4 C I � STATE CIF . W.
C Lucas A.Turner ''If 19/pj�pp4Cri�``�
2015-04-11 `'0a1nolill
A
21ASS 1 " 15:08-04:00 zz
A
GSS DLO MAXX SASH WIDTH ' 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DESIGN PRESSURE DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....I LOCATION MAX. UNIT SIZE RATING IMPACT RATING ADE 10/30/09
GLAZNG DETAIL.................................2 bwc d: Rev.:
SECTION VIEWS.................................3 NON-HVHZ 65
EXTRUSIONS&B.O.M........................4 74-1/8"x 72" +- LARGE MISSILE IMPACT CWS-491 B
ANCHOR SCHEDULE&NOTES.........5 HVHZ +/-67.5 PSF SCALE: SHEET
INSTALLATION DETAILS....................6 1:1 1 OF 6
WINIZL3t+V SYSTEMS
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
— +�
7:8 OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS `f
tib"ANNEALED OR TEMPERED - 1!8"ANNEALED OR TEMPERED co 6j I
o r:F–
7/16°AIRSPACE7116"AIRSPACE v �:o ¢j
516"LAMINATED GLASS 5/16"LAMINATED GLASS W }
---' 118"ANNEALED 1i8"ANNEALED W F i m U)
r--[-118"
090 PVB INTERLAYER BY DUPONT I .090 PVB INTERLAYER BY DUPONT U U i jZ
+ 118"ANNEALED 1/8"ANNEALED v . Irn
—DURASEAL BY TRUSEAL __ I
i - DURASEAL BY TRUSEAL I w w p l Cc
i I 3, PURFECT GLAZE"H"OR SIKAFLEX 552 I 0 a I a
33 PURFECT GLAZE"H"OR SIKAFLEX 552 I ��
w w;Q
O Ot:w
`q 1/2"GLASS BITE (jq 1/2"GLASS BITE j m!c
-- T2s� � m aol
j z?
7 C10 � O .�GPS Nc'>w'n;sr�;ny
v:- No 58201
=ai .irz
'ASTATE OF :4U
SASH LITE %QN. P: -
FIXED LITE �4Fe4 O R IQ. G�,.�
z�
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAIL
DRAWN BY: DATE:
ADE 10/30/09
DWG x: REV.:
CWS-491 B
SCALE: SHEET
1:1 20F6
aacmffl
WINDOW SYSTEMS
3 17 13, C41 1900 SW 44TH AVE.
OCALA.FLORIDA 34474
www.cws.cc
28 k2.
8 28; 8100 PVC
SINGLE HUNG
IMPACT
"
J":
r2
39 O
o Lu
(ID4 d
LLI
Lu:
(20, SECTION VIEW B-8 LIJ F- ED
C/)
C.) C) Z
m ml L
o CO
Z
�f),(J�) (3i�j 01cr
o CL
1291 % uj w t E 1
I- �
< <1L)1 C/)i
0;Lu;
36 !
<
DO
j-- 121
P1 DREw
�. ...........
No 58201
=roi cry
19)
Z3 . STATE OF 4U
.0.
34 n
;Z 7--
0
4/11/2015
0 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
'5'l
cl6)-- k'2 NORTH PORT,FL 34288
PH.941-380-1574
2 i
309 SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A-A SECTION VIEW C-C DRAWN BY: DATE:
ALTERNATE FIN FRAME ADE 10/30/09
-DWG-# ---REV.:
CWS-491 B
ITEMS NOT SHOWN FOR CLARITY: SCALE:
6:15,18,25,32 42,45,48 SHEET
1:2 30F6
PARTS LIST FRAME CORNER —�
ITEM PART# DESCRIPTION VENDOR MATERIAL 31./8"—
CONSTRUCTION
1 H-6031 Frame Head,Fig, Mikron Vinyl 3 1/8" -
WINDOW SYSTEMS
2 H-6031 Frame Sill,Fig, Mikron Vinyl 1 i `' 1900 SW 44TH AVE.
3 H-6031 Frame Jamb,Fig, Mikron Vinyl 0 OCALA,FLORIDA 34474
4 H-6031 Internal Fr.,Jb. Mikron Vinyl ,1 WWW.CWS.CC
5 H-6026 Frame,Fin Mikron Vinyl O 1/16"
6 S-6025 Sash Stop/Filler Mikron Vinyl 2111 3 9/16"
7 H-1836 Alum.Fixed Meet.Rail Keymark Alum -1116 o CORNER WELD 8100 PVC
8 H-6027 Sash Top Rail Mikron Vinyl O (ALL SIDES) SINGLE HUNG
9 H-1497 Reinforcement for STR Keymark Alum �_ �.-, IMPACT
10 H-6028 Sash Bottom Rail Mikron Vinyl PVC FRAME FLANGE-6031
11 H-1699 Reinforcement for SBR Keymark Alum PVC FRAME FIN-6026
12 H-6004 Sash Side Rail Mikron Vinyl o _) F
13 S-1498 Reinforcement for SSR Keymark Alum --1 15i1s" _
14 S-6064 Glazing Bead Mikron Vinyl 13116"1 2 3116"� � — - -'-- i
15 P-3059 Sash Cam M&M PlasticT izl 10 w F-10
16 P-4479 Weep Housing&Flap Assm. M&M Plastic 7 518" 1 5/B" 1 518" FIXED MEETING RAIL
17 Block&Tackle Balance Caldwell Steel 111 SCREWED TOGETHER WITH m m Q
18 P-3295 Take Out Clip Summit Steel q 1/16" 1/18" OUTERFRAME w w
L 1:8 v o ir17
19 Sash SEE SHEET CARDINAL GLASS S o I>
20 Fixed SEE SHEET 2 CARDINAL GLASS PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL-6028 PVC SASH MTG.RAIL-6027 j Z O 1 W
¢ ¢IIOC
W wi—
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB Nylon o o
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A, Fastenal Steel ¢
215116" C ¢
23 #10 x 1 1/2"Panhead SMS Fastenal Steel 1/z" 6116" a 0-
4f) !W 1
13/8" 7 0-
24 Flat Washer Fastenal Steel 7i I`
25 S-6014 Screen Support Mikron Vinyl 41 - FL
m ¢ C':.
26 S-6013 Screen Catch Mikron Vinyl 1;16^ s =- z,
y 13/4" 2118" 13116" 15:16" I
27 S-6063 Fixed Rail Cover Mikron Vinyl 3/16" 1 1,16 Das ��+pviOREbV�T���'i
28 P-3113 Screw Support,PVC Team Plastics Rubber 1
29 P-3352 Set.Blk.1/8"X 5/8"X 2" Frank Lowe Rubber 8------- PVC SASH STOP-5025 PVC FXD RAIL COVER-6063 G F •.�
30 5-6018 Mullbar Cover Mikron Vinyl INTERNAL MULL BAR-1736 MTG RAIL-1836 j No 58201 ��
31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel
1
32 P-3342 Seam Sealer,SM-5504 Schnee 114"
:g'. 8FA7i; OF 4,
33 SikaFlex 552 or Purfect Glaze"H" Sika/Henkel 3/16"
34 P-3541 #8 x 1/2 Flat Tek Fastenal Steel �� al H 11` 14 'y�F`s•?a F 1Q �2��
35 P-4051 #8 x 1 1/4"PH Flat Tek Fastenal Steel L� '�J��� 1" 1/1s" 15/16" 7 " �y�isfONAi`Eat���
36 P-3783 Lock Interlock Steel - 1;16" k._ t_-.-. 1/16' b
37 P-4069 Keeper Interlock Steel REINF.S.S.R.-1498 REINF.S.T.R.-1 497 REINF.S.B.R.-1699 PVC GLAZEBEAD-6064 Z
38 P-4264 #8 x 3/4"PH Flat w/#6 Head Fastenal Steel 4/11/2015
39 P-3752 Hole Plug M&M Plastic LUCAS A.TURNER,P.E.
40 P-3559 #8 x 3/8"PH Pan Tek Fastenal Steel 5116"- 1 116 -i 1!2" 1 118" 1/2'6 FL PE#58201
41 H-1736 Internal Mullbar Keymark Alum y� 3110 F3" „f ^ 1239 JABARA AVE.
�l{L - r25i �.,,� r0 NORTH PORT,FL 34288
44 P-3218 Screen frame ALL Metal Alum i- 1—r PH.941-380-1574
45 P-3321 Screen Comer Key ALL Metal Plastic 1116 I/l6" SCREW SUPPORT-3113
SHEET DESCRIPTION:
46 P-3226 Screen Spline DAPA Rubber PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013
47 P-3033 Screen Spring FLA Screen Steel
BOM AND EXTRUSIONS
48 P-3029 Screen Pull tab Summit Alum
49 Screen Material NY Wire Fiberglass DRAWN BY: DATE:
50 P-4959 Wstp.,0.420 x 0.187 back UltraFAB Nylon ADE 10/30/09
51 P-3541 #8 x 1/2,Pan Head,Tek Fastenal Steel DWG
52 P-4632 Sweep Lock Sullivan CWS-491 B
53 P-4633 Binding Post and ScrewSullivan LINE ITEMS NOT USED: SCALE:42-43 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
54 1 P-3118 lKeeper Sullivan 1 1.2 4 OF 6
10 1/4"MAX.O.C.(TYP.)-�----j ((V/�6"MAX.(TYP.)— -i 4"MAX.O.C.(TYP.) ` ��[glomED
8"MAX.O.C.{TYP.) WINESOW SYSTEMS
6"MAX.(TYP.) i - I ---3"MAX.O.C.(TYP.) 4"THRU FRAME ANCHOR(TYP.)
3"MAX.O.C.(TYP.) 4"MAX.(TVP.) 1900 SW 44TH AVE.
4"MAX.(TYP.) __ DETAIL A OCALA,FLORIDA 34474
W W W.CW S.CC
-----
-I- I SEE NOTE 2
8100 PVC
i l SINGLE HUNG
121/4" —L O O MAX.O.C. O O L2-(TYP.� IMPACT
MAX O.C. (TMP') `
(TYP.) r l
r
-�� o W!
DETAIL B o o
ANCHOR AT MTG INSTALLATION ANCHOR REQUIRED THRU FIN WITHIN
RAIDCENTERLINE i ANCHOR(TYP.)(TyI 1"OF MULLBAH CENTERLINE.(TYP.) w Lu j m
-- -- I
6"(TYP.) I I I I 43 I m m to
�`
X I X X I I
i o
I I I N NiZ 1 L
I I � I f Q 21� CC
4 4 a. ai~a
I 14 4 I ww wicj
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25 =d=i,o'
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I 7
I O
ANCHOR LAYOUT-(FLANGE) DETAIL B I m ¢
ANCHOR LAYOUT-(FIM 1
�iZID RE R,ATG
No 58201
9= STATE OF u
r�:
NOTES:
DETAIL '+Q. �4":
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. INTERNAL MU;ZATTACHMENT ''',��s f061VA
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.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 6. 4/11/2015
LUCAS A.TURNER,P.E.
4.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#58201
BE PROTECTED TO PREVENT REACTION. 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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO 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
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT ANDSUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/30/09
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. DWG#:---REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-491 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: SCALE' SHEET
FMAAAMA 100(FIN WINDOWS),FMA.'AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(SOX WINDOWS),FMAlAAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6
MIN.EMBEDMENT — I 1 �/n_(�'�® �L/af/Q
TYPICAL HEAD ANCHORAGE SEE TABLE 1 —SUBSTRATE MVV--!nyny(((��L Ill(lti(/`/i/
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM--� SEE TABLE 1 MIN.EDGE DIST. --SUBSTRATE 1900 5W 44TH AVE.
SEE TABLE 1 ' __._ SEE TABLE 1 i BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
1/4"MAX.SHIM - WWW.CWS.CC
SUBSTRATE BY OTHERS—__ I 1
SEE TABLE 1MIN.EDGE DIST. I
MIN.EMBEDMENT o0 SEE TABLE 1 !
PERIMETER SEALANT SEE TABLE 1 —� t,$�1 00 Pvc
BY NSI SAND OUT - - ---� SEE STALLAEIONANC HOR-- --- ---- SINGLE HUNG
----- MIN.EMBEDMENTSEALANT IMPACT
FLANGE BYYEBEHIND
. O 1 1/4' MAX.SHIM TABLE 1
—PERIMETER SEALANT
I7 BY INSTALLER a
---PERIMETER SEALANT INSIDE AND OUT
lioo o Cpl
BY INSTALLER
INSIDE AND OUT INSTALLATION ANCHOR I Y tl
w'}I
SEALANT BEHIND SEE TABLE 1 I w I- m
-. J
INSTALLATION ANCHOR L4 GE BY INSTALLER ------------SEALANT BEHIND I �
SEE TABLE 1 FIN BY INSTALLER I v v l Z
i B HORIZONTAL SECTION r C\ HORIZONTAL SECTION m m j Q
LL LLi
6 TYPICAL FIN ANCHORAGE �
TYPICAL JAMB ANCHORAGE o o •• ji
-- HEAD AND SILL SIMILAR FOR FIN INSTALLATION !Z LLI
¢ ¢ 0 �
w w.-
;
a. 0-
NOTE:ADDITIONAL THRU-FRAME ANCHORS a,
(AS SHOWN IN DET.B/6)REQ'D AT THE MULL,
w w w w i¢
1/4"a"MAX.SHIM SEE SHEET 5 ANCHOR LAYOUT. a ¢I w!
-
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SEALANT BEHIND — -- -- - n. m, .
FLANGE BY INSTALLER \ —1- - m Q p j
\ IZI
BY
PERIMETER
SEALANT SEE TMB EDMENT .��.0%tADREI't�'MIN.EET♦fri
INSIDE AND OUT `O>5ry •.GR�♦
No 5$201
SUBSTRATE BY OTHERS �•;,
II .1k: •fi. :le
SEE TABLE 1 / --}--MIN.EDGE DIST.
! SEE TABLE � •�•'
SEALANT UNDER SCREW '"9'. STATE OF
HEAD BY INSTALLER �Q,T'.F r•: �
6\ VERTICAL TYPICAL SIZE ANOHORAGE Vii♦♦FSS a R�Q. U',��
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-118" FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 31116"ITW TAPCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
p-` HORIZONTAL SECTION _ - -
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-144" 2-1/2" SHEET DESCRIPTION: —
6 BOX FRAME INSTALLATION
FLANGE 2X MIN.SPRUCE-PINE-FIR(G=0.42) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS !
OR ELCO ULTRACON
FLANGE 2X MIN,SPRUCE-PINE-FIR(G=0.42) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7116" ADE 10/30/09
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owe n: REJ.-----
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT.FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS 491 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1,'2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
,Florida Building Code Online Page 1 of 3
„ bra
f: f:5..::..a. I, r ..:I r
Flaid ,e jftf1'Qntq BCIS Home Log In User Registration Hot Topics I Submit Surcharge € Stats&Facts i Publications FBC Staff BCIS Site Map Links I Search
Busines
Professi real USER:PubliProduct c User
Oval
Regulation
Product Approval Menu>Product or Application Search>Hpplication List>A tion Detail
ara FL# FL40 -R7
Application Type evlsion
Code Version 2014 _ �r Af3, E
Application Status Approved E � � `
t se .,0ryj .
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
2Single
Category dowsSubcategory HuCompliance Method luation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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 Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
`. Validation Checklist-Hardcopy Received
Certificate of Independence f
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-0 5 2005
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDquz931%2b4g5f.. 11/27/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS-154E.(SH-8100 Nj)jL f
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other:SH-8100, Max,size 53.125"x 76".Glass complies FL4091 R7 AE Evil c;p C1NS 154E SH 810__N ILpdf
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 11 CWS-485B(SH-8100, 52x71. NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung, OX, Max.size 52"x FI 4091 R7 AE EvalReo CWS-485B(SH 8100. 52x71,
71",see installation dwgs.for OP. Glass complies with ASTM ND..-pslf
E1300-04. FL4091 R7 AE Cuanex(Mikron)NOA 12-1017 02.)df
Created by Independent Third Party: Yes
4091.3 SH 8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill, Non-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS-442B SH-8100 7xE13.ContHdSl
Approved for use outside HVHZ:Yes NI . df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 72 7/8"x 61 Evaluation Reports
3/411, DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AE FvalRep CWS-442B(SH-8100 74x63
04. Contl-Id9j_NI).ndf
Created by Independent Third Party: Yes
4091.4 SH 8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont. Head&Sill, Non-Impact.
Limits Use Installation Instructions
roved for use in HVHZ:No FL4091 R7 II CWS-492B(SH-8100.74x72,ContHdSl,
Approved for use outside HVHZ:Yes NI).pdf
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP. Glass complies with FL4091. R7 AE EvalRep CWS-492B(SH-8100 74x72
ASTM E1300-04. Contl-idSl K1'Pdf
Created by Independent Third Party:Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS-293C(SH-8100.52x96,NI)odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other:SH-8100, Max.size 52"x 96",Oriel. Glass complies Ft4U91 R7 AE EvaIReD C1NS 293C(SH-8100, 52x96,
with ASTM E1300-04. NI)jldf
Created by Independent Third Party: Yes
6aek Plexi
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5f.. 11/27/2015
Florida Building Code Online Page 3 of 3
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 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 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 can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
vwF
11
si AMR
Nu3'±'t ttS
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5f... 11/27/2015
SINGLE HUNG - NON-IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-----75 3/8"MAX FLANGE WIDTH-------------- 2.GLAZING OPTIONS:(SEE SHEET 2) www.cws.cc
741/8"MAX UNIT WIDTH 3.CONFIGURATIONS:"OA"-"O/X".
---36 3/8"MAX SINGLE UNIT WIDTH 8100 PVC
4.DESIGN PRESSURE RATING(SEE SHEET 2):
32 3/16" A NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
_ GLASS TABLES ASTM E-1300-04. NON-IMPACT
GLASS DLO
- - - - -------r---------- - - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER
- I INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. r
73 1/4"
MAX j 5.ANCHORAGE:THE 33 1/3!STRESS INCREASE HAS NOT BEEN USED cu:I-
FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ! o o p
HEIGHT B B DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Y `,
I ANCHOR CALCULATIONS. s W y
3_L15Lt6_ O O w H m
GLASS DLO I j 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m m Z
m w 0
72" I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I `�
o of
MAX USED AT FIXED MEETING RAIL.INTERNAL MULL ENDS AND JAMBS. cv m z j
UNIT j cc
w w O W
HEIGHT 1 8.SERIES/MODEL DESIGNATION SH-8100 CONTINUOUS FRAME. ! d
O �I-
T I w w![r
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: j I a Q 0
j 6 X=OPERABLE SASH,O=FIXED SASH a a co
> 7101
1 c 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1
LOCATION. m ¢ zO l
D -
6 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. ��1tittilfiff"
32 X I X I 35516' 'S% pp1DRE41/ It
GLASS DLO MAX ,��P9 �OC,ti,S•��/ ,
SASH V �, F •"%
HEIGHT No 58201 ••;�1�
*: ,� •:
C Lucas A.Turner
2015-04-03 ��: STATE OF :4u
_ _.�.— — — — ._ ._........ --— ®�: 15:31 04:00 f'�F t 0 %0."'
C A A
J -�7J
32 15/16 -
GLASS DLO MAX SASH WIDTH 4/3/2015
LUCAS A.TURNER,P.E. j
FL PE#58201
1239 JABARA AVE.
NORTH PORT.FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
----.._...-.._...-- _DAT_-—...—
ORAWNBV: UA7E:
GENERAL NOTES&ELEVATIONS.....1 ADE 08il8/09
DP CHART&GLAZING DETAIL..........2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
DWG#: REV.:
SECTION VIEWS&ALT.FRAME.........EXTRUSSEE COMPARATIVE ANALYSIS CWS-492 B
ANCHOR IOSCHEDULE&NOTES..........5 74-1/8"x 72" NONE
INSTALLATION DETAILS.....................6 CHART, SHEET 2 SCALE: SHEET
1:25 1 OF6
DESIGN PRESSURES(PSF)WITH GLASS TYPES A, B,C,AND D
_Unit Unit Height (9m. ni
WINDOW SYSTEMS L�j`�/
Width 29.500 31.500 37.500 43.500 49.500 55.500 59.500 65.500 72.000 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
35.000 +67.5/-101.3 +67.S/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-94.3 www.CwS.CC
40.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-98.1 +67.5/-86
45.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-91.8 +67.5/-79.9 8100 PVC
50.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-87.4 +67.5/-75.5 SINGLE HUNG
55.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-99.8 +67.5/-84.3 +67.5/-72.2 NON-IMPACT
60.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-98.9 +67.5/-82.5 +67.5/-69.9
65.000 +67.5/-101.3 +67.5/-101.3 +67.5/-101.3 +67.5/-98.1 +67.5/-92.8 +67.5/-89.7 +67.5/-88.6 +67.5/-81.6 +67.5/-68.4 °' N
70.000 +67.5/-101.3 +67.5/-101.3 +67.5/-95.5 +67.5/-87.6 +67.5/-82.2 +67.5/-78.7 +67.5/-77.2 +67.5/-76 +67.5/-67.6 o o
74.125 +67.5/-101.3 +67.5/-99.5 +67.5/-88.2 +67.5/-80.5 +67.5/-75.2 +67.5/-71.5 +67.5/-69.8 +67.5/-68.2 +67.5/-67.5
W F- to
U UI: Z
j m m! p
LL LL
V O: In
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¢ m0
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- 7;8"OVERALL --F-718"OVERALL718"OVERALL 7/8"OVERALL ❑ ❑I-
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ANNEALED - -------1--1:8"TEMPERED -- 3.116"ANNEALED - -3116"TEMPEREDE a cn
❑ ❑
a alw
--- -5;8'AIRSPACE -----+ 518"AIRSPACE -1l2"AIRSPACE -1/2"AIRSPACE
j -i/8"ANNEALED -Ire"TEMPERED -- 3itfi'ANNEALED ! -3!16"TEMPERED _i- m ¢ �
1 �-
SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR i SIKAFLEX 552 OR ,ttteEt++u+r++
(33 33 33 33 PURFECT GLAZE"H'• ��l" DRElgr +�i�
=� PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H" '� .........
I
:4 ?i !2'GLASS BITE X14 1!2"GLASS BITE .14 1,''2"GLASS BITE 1' i. 1/2"GLASS BITE"""""' v. N. 582011360 STATE OF C?--- = 1010)-
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAIL
DRAWN ff;K DATE;
ADE 08/18/09
DWG#: REV.:
CWS-492 B
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE:--- -- - SHEET
--- 1:1 2 O F 6
WINDOW SYSTEMS
INTERIOR
1900 SW 44TH AVE.
,D3 40 17 C31) 3 OCALA,FLORIDA 34474
)(j
www.cws.cc
t 28 8100 PVC
SINGLE HUNG
NON-IMPACT
o
L-- -----I— �z 7ij
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'91. STATE 4Q Z
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LF ......
10'
649'
4/3/2015
21 LUCAS A.TURNER,P.E.
FL PE#58201
161 SECTION C-C 1239 JABARA AVE.
ALTERNATE FIN FRAME NORTH PORT,FL 34288
PH.941-380-1574
mSHEET DESCRIPTION:
SECTION VIEWS
SECTION A-A _._—
DRAWN
ADE 08/18/09
DWG#: REV.:
CWS-492 B
NOTE:ITEMS NOT SHOWN FOR CLARITY:
6,15,18,32,34,42,45,48 SHEET
1:2 3 0 F 6
PARTS LIST
ITEM PART#DESCRIPTION VENDOR MATERIAL - 3 1/8"� FRAME CORNER ��v�
Ilia" CONSTRUCTION ����®�'
1 H-6031 Frame Head,Flg, Mikron Vinyl � 1 15;16^-
2 H-6031 Frame Sill,Flg, Mikron Vinyl 1 j 5/ 16" WINDOW SYSTEMS
3 H-6031 Frame Jamb,Fig, Mikron Vinyl (2) 1900 SW 44TH AVE.
l
4 H-6031 Internal Fr.,Jb. Mikron Vinyl ;"� 1 f- I
� 25j OCALA,FLORIDA 34474
TWWW.0WS.CC
1 5/8"5 H-6026 Frame,Fin Mikron Vinyl 211;16" 4}6 S-6025 Sash Stop/Filler Mikron Vinyl " PVC SCREEN SUPPORT
7 H-1836 Alum.Fixed Meet.Rail Keymark Alum O S-6014 CORNER WELD 8100 PVC
8 H-6027 Sash Top Rail Mikron Vinyl PVC SASH BTM.RAIL (ALL SIDES) SINGLE HUNG
9 H-1497 Reinforcement for STR Keymark Alum 1. H-6028 NON-IMPACT
1 118"
10 H-6028 Sash Bottom Rail Mikron Vinyl PVC FRAME FLANGE
11 H-1699 Reinforcement for SBR Keymark Alum H-6031 1/2"
12 H-6004 Sash Side Rail Mikron Vinyl
13 S-1498 Reinforcement for SSR Keymark Alum Ii
14 S-6064 Glazing Bead Mikron Vinyl —3 118--7 1 3/1 - 1/76• 22 o a
15 P-3059 Sash Cam BSI Plastic — t2 PVC SCREEN CATCH o r o
16 P-4479 Weep Housing&Flap Assm. PEP Plastic 5 5-6013 LL!
j
17 P-2190 Block&Tackle Balance BSI t5'e q I _ ui I- m
FIXED MEETING RAIL '"-'-
18 P-3295 Take Out Clip BSI SS I 1,•'76" :.,.._314" SCREWED TOGETHER WITH Uo i Z
I---
19 Glass,Sash(See Sheet 2) - 1/16" OUTERFRAME m m O
20 Glass,Fixed(See Sheet 2) 3 9/16" p PVC SASH SIDE RAIL L 1.8 ` o
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB � H-6004 3/16" 1 13) "z w
22 P-4638 #8 x 2-1/2 Ph Mod.Truss,Type A,Tek 2 Fastenal Steel �.._.___ w w i ¢
1/16" a aIH
23 #10 x 1 1/2"Panhead SMS Fastenal Steel REINFSSR w w
24 Flat Washer Fastenal Steel Cr
2316" S-1498 l E Q U
25 S-6014 Screen Support Mikron Vinyl r p p
.
CL a
!LL
26 S-6013 Screen Catch Mikron Vinyl PVC FRAME FIN _-_ > > o
27 S-6063 Fixed Rail Cover Mikron Vinyl H-6026 8' 5/8"- -
- - - ---
I m ¢ O
28 P-3113 Screw Support,PVC Team Plastics Nylon
29 P-3352 Set.Blk.1/8"x 5/8"x 2" Frank Lowe Rubber 215/16" 1„ I 9 ,StitrEr'�etiyr+
30 S-6018 Mullbar Cover Mikron Vinyl Ill l/ts" ���* t19RE6';/ r++f
31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel i— ���p�'4�G E 7u SFS �.
32 P-3342 Seam Sealer,SM-5504 Schnee `at) PVC SASH MTG.RAIL REINF.STR : QJ
33 SikaFlex 552 or Purfect Glaze"H" Sika/Henkel 1 3.4" H-6027 S-1497 <�: No 5$201 :9
35 P-4051 #8 x 1 1/4"PH Flat Tek Fastenal Steel
36 P-3783 Lock RotoFrank H-1736 13116" 1 3 8
-- }— 3.141........
STATE 4F :Lu:
37 P-4069 Keeper Interlock Steel INTERNAL MULL BAR �' -) ~! ^- -
38 P-4264 #8 x 3/4"PH Flat w/#6 Head Fastenal Seel --'�� 15.+16" rr,
) �.ys. O R SD.•�'����
39 P-3752 Hole Plug M&M Nylon 1s
40 P-3559 #8 x 3/8"PH Pan Tek Fastenal Steel
41 H1736 Internal Mullbar Keymark Alum PVC SASH STOP Z'Z
43 P-4638 #8 x 2 1/4 Square Modified Truss Fastenal Steel 1 1/2^ S-6025 REINF.SBR
44 P-3218 Screen frame ALL Metal Alum S-1699 4/3/2015
45 P-3321 Screen Comer Key ALL Metal Plastic I -u 9118• LUCAS A.TURNER,P.E.
46 P-3228 Screen Spline DAPA Vinyl FL PE If 58201
i--' 2n _ 1239JABARAAVE.
47 P-3033 Screen Spring FLA Screen SS 21/8° tns" - va^- {-. 1/""
r'' NORTH PORT,FL 34288
48 P-3029 Screen Pull tab Summit Alum 5116" 11
T f•.---3,,..__........___.� PH.941-380-1574
49 P-3581 Screen Material Betterwe Fiberglass ------1/16" 7/8" 1
52 P-4959 Wstp.,0.420 x 0.187 back UltraFAB �____._ O_ 28 SHEET DESCRIPTION:
�__
MTG RAIL 3;16"� SCREW SUPPORT BOM AND EXTRUSIONS
PVC FIXED RAIL COVER P-3113
H-1836 S-6063 PVC GLAZEBEAD
S-6064 ORAWiN16Y:- DATE:
ADE 08/18/09
Dwo#: REV.:
CWS-492 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: "-- -
S
34,42,50-51 HEET1:2 4 OF 6
10 14'MAX.O.C.(TYP.) 10"MAX.(TYP.)
7"MAX.(TYP. 4"THRU FRAME ANCHORS(TYP.)
6"MAX.(TYP.)—.._.._�__. ) 4"MAX.(TYP.)--- �-- -8"MAX O.C. j I
r� ADDITIONAL ANCHOR REO'D THRU FIN @ MULLBAR CENTERLINE, WINDOW SYSTEMS
6"MAX.(TYP.)--- 4"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) DETAIL A-�
IF NEAREST PRE-PUNCHED FIN HOLE IS MORE THAN 1"FROM 1900 SW 44TH AVE.
MULLBAR CENTERLINE.
OCALA,FLORIDA 34474
- -- —....- --- ---- ------ --- — - ----------- WWW.CWS.CC
,Z•• j
12" 8100 PVC
MAX.O.C. MAX.O.C.
(TYP.) (TYPO SINGLE DUNG
O 1 O INSTALLATION 6„ O 1 O INSTALLATION NON-IMPACT
ANCHOR(TYP.) ANCHOR TYP.
12 i+a" ---- MAX.O.C. (TYP.)
MAX.O.C. (TYP.)
(TYP.) ori
Nw
N Lu
ANCHOR @ MTG RAIL I ADDITIONAL ANCHOR REQ'D THRU FIN
(TYP.) @ MTG RAIL CENTERLINE,IF NEAREST
PRE-PUNCHED FIN HOLE IS MORE THAN Y LL
6"(TVP)— I 1"FROM MEETING RAIL CENTERLINE. ( W Fw-I o}0
6"(TYP.) j ! w 0I O
v o co
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4 4 4 4 WW
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INSTALLATION ANCHOR(TYP.) I __ __ __ I i n. a w
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43
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) z
e v: No 58201
NOTES: I -
I s,�� STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SEAL CORNERS AND INTERNAL MULL WITH SMALL JOINT SEAM I '•r��FSF<O R D T C���:,�
SEALANT. r ��NAL�ti�►��*,
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. t '2�571
I I
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN -- -- I LUCAS A.TURNER,P.E.FL #
01
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. J A
1239 JA AVE.I BARA
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN DETAIL A NORTH PORT,FL 34288
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. INTERNAL MULL ATTACHMENT PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY:— oaTE:
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. ADE 08/18/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-492 B
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS).FMA/AAMAJWDMA 300(EXTERIOR DOORS) SctiCE:- SHEET
1.20 5OF6
MIN.EMBEDMENT ----=---- - (f 1711( gom-
TYPICAL HEAD ANCHORAGE SEE TABLE 1 i SUBSTRATE V-lritSGU uucr
BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM--- SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
I- -'—MIN.EDGE DIST. ! BY OTHERS 1900 SW 44TH AVE.
! SEE TABLE 1 SEE TABLE 1 !
-� SEE TABLE 1 OCALA,FLORIDA 34474
1/4"MAX.SHIM--j -- WWW.CWS.CC
SUBSTRATE BY OTHERS 1
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT— SEE TABLE 1 8100 PVC
BY NSTALLERINSIDE AND OUT _ _----"-` EETABLEINSTALLAIONANCHOR- SINGLE HUNG
MIN.EMB
SEALANT BEHIND -� SEE TABLEDMENT NON-IMPACT
FLANGE BY INSTALLER L 1/4"MAX.SHIM
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BY
RNSTALR SEALANT I ZZ
ZZ o ¢l
PERIMETER SEALANT o r!p
BY INSTALLER INSIDE AND OUT
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\ INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND \\ SEE TABLE 1 w H- m
INSTALLATION ANCHOR —�1- E BY INSTALLER SEALANT BEHIND Cn
SEE TABLE 1 FIN BY INSTALLER L) u! Z
/� m m: O
( � 1 HORIZONTAL SECTION __ �C HORIZONTAL SECTION LL w N
`�6j TYPICAL JAMB ANCHORAGE '\6% TYPICAL FIN ANCHORAGE o o --
'� HEAD AND SILL SIMILAR FOR FIN INSTALLATION a a Z >
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NOTE:ADDITIONAL THRU-FRAME ANCHORS(AS j a a I�_
SHOWN IN DET.A/6)REO'D AT THE HEAD AND SILL o o I a
w w cr
AT MULLION,SEE SHEET 5 ANCHOR LAYOUT.
1/4"MAX.SHIM ! o o
SEALANT BEHIND ! -_ m!in
FLANGE BY INSTALLER O --1. ! i I m Q!O
_ s I
PERIMETER SEALANT BY INSTALLER SMIN.EMS EE TABLE
D'AENT ���.``P1yDREw
INSIDE AND OUT
No 58201 %-A
SUBSTRATE BY OTHERS J v
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 •'r
(A� VERTICAL SECTION "+"10. STA E OF .'0,-Z
6 TYPICAL SILL ANCHORAGE ���;,.%CN F4 O R I QF'�����4
TABLE 1:APPROVED INSTALLATION FASTENERS 0 __-_ 4/3/2015 --_-
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1±8" PERIMETER SEALANT- 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
/D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY;;;; unre:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 ADE 06/18/09
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG q: REV.:
tib"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS 492 B
V8"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 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. scALE: SHEET
1:2 6OF6