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Product Approval Menu>Product or Aoolication Search>Application Lim>Application Detail
FL# FL163-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived '
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 Stephen Brooks
sbrooks@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
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 02/23/2025
Validated By Steven M. Urich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence f=L163 R6 COI EvalReo CWS-466D(SH-3500).pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/101/IS2/A440-05 2005
ASTM E 1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j 3N... 7/28/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 02/23/2015
Date Validated 02/24/2015
Date Pending FBC Approval 03/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
163.1 3500 Single Hung 3500 Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL163 R6 II CWS-466D(SH-3500).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:3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 FL163 R6 AE EvalReo CWS-466D(SH-3500).pdf
Single Hung Oriel H-C35 56"x 91". Created by Independent Third Party: Yes
eack .ext
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
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:
Credit Card'
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMj gU 1 j 3N... 7/28/2016
SINGLE HUNG ELEVATION (NON-IMPACT) GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE 1900 SW 44TH AVE.
(FBC),CURRENT EDITION. OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) W WW.CWS.CC
57 114"MAX.OVERALL -�
571/4"MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH 56"MAX.UNIT WIDTH 3500 ALUM.
- 56"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEETS 3-5): SINGLE HUNG
53 1J8_GLASS DLO -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
---53 1/B„GLASS DLO--- A p GLASS TABLES ASTM E-1300-04. NON-IMPACT
I �t0 11�� 7
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLESc� a �!
s92114"
21,a ASTM E-1300-04, i M N F
MAX. OVERALL j E 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o
OVERALL
FLANGE FLANGE X11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-12 FOR Y
HEIGHT
HEIGHT � e� INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1. � g
5g 5/16 I 10 WAS USED FOR WOOD ANCHOR CALCULATIONS. w m
O Cn
GLASS I O 42 3/4.' ;n z
9 A DLO 91" I GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE s 0
LINT MAX. DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a i LL y
HEIGHT UNIT i o a o,Z >
HEIGHT 7.ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT j o N O W
- USED AT ALL FRAME JOINTS. $ w a
8.SERIES/MODEL DESIGNATION SH-3500. c o a 0o w ¢ o m
0 LU
301516 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING. o
X=OPERABLE SASH,O=FIXED SASH. ! U m <10
I MAX. o 2_t/4' MAX. X
SASH GLASS ' ` 41 GLASS 10.ORIEL UNITS AS SHOWN UP TO 56....].8L1.6." j Z
HEIGHT DLO SASH "x 91"ARE RATED±35 PSF. I+t +n
HEIGHT DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON ,00a•DREI1f+���i
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER "?, C E
t } TO SHEETS 5&9.
58201 -A
C F I f 11.EQUAL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF. ?*;
5�LL6°GLASS DLO— to �t I FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON ? �: ¢
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER S STATE OF :k++
51 11/16"GLASS DLO— TO SHEETS 3,4&8. �0 . Ui?
ORIEL EQUAL SPLIT +Fs'�°R%-"***
SEE NOTE 1 O �
12.SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL 4r�S/OpjAl.��,���
SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION.
Lucas A.Turner 2/23/2015
2015-02-23 LUCAS A.TURNER,P.E.
16:14-05:00 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE:
GLAZING DETAILS..............................2
DP CHARTS......................................3-5 ADE 03/16/09
SECTION VIEWS&ALT FRAME.........6 DWG#: NEV:
EXTRUSIONS&B.O.M........................7
CWS-466 D
ANCHOR SCHEDULE&NOTES 8-9
-------- --
INSTALLATION DETAIL................10-11 SCALE: SHEET
1:25 1 OF 11
-�{ 1/8"ANNEALED '{ 1/8"TEMPERED -�{ 3116"ANNEALED X16"TEMPERED �y(Y[.YAv (0m. n)
WINDOW SYSTEMS I I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3
PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H'
B7 TREMGLAZE 5500 67 TREMGLAZE S500 g TREMGLAZE 5500 g TREMGLAZE 5500 3500 ALUM.
SINGLE HUNG
� NON-IMPACT
.L/Z GLASS BITE 1L GLASS BITE Af7l/2"GLASS BITE 1/2'GLASS BITE
----7 1 'AJr -oz 7I
nA A� f7 N
(D C5 m N_fF
O O O r�
J l W
U) 1()
co o
I ,2 c U of —
..
N m 0 N I Ow
GLASS TYPE A GLASS TYPE 6 GLASS TYPE C GLASS TYPE D
j i O w O;F Q
o F r ala
I w a W )
w,
r ri
o cc C,
w
-i--5/8OVERALL ---- --5/8"OVERALL --5.+8"OVERALL
5/8"OVERALL
1/8"ANNEALED 1/8"TEMPERED 3116"ANNEALED j U m ¢ z
J � 3/16"TEMPERED I
318 AIRSPACE 3/8'AIRSPACE 114"AIRSPACE 114"AIRSPACE ��� p10REo It��t�j
j--1/8"ANNEALED - 1/8"TEMPERED 3/16"ANNEALED �� P""•"'•.rG tai
- -----3/16"TEMPERED
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 v Nn
INSTAGLAZE 3 PURFECT GLAZE"H' * ,k
PURFECT GLAZE"H' PURFECT GLAZE"H'
PURFECT GLAZE"H' g TREMGLAZE 5500
67 TREMGLAZE 5500 (�,TREMGLAZE 5500 ,6�7,TREMGLAZE 5500
/ /J STATE QF :4U
'O: -41z
10'4;:���•�
1/2"GLASS BITE 1i2"GLASS BITE 1/2"GLASS SITE 1!2"GLASS BITE ,�t �OnjA4 '�N��,
__ 1 ttdrrprrl�t
2/23/2015
LUCAS A.TURNER,P.E.
FL PE#58201
81239 JABARA AVE.
Ye� 0 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLASS TYPE E GLASS TYPE F GLASS TYPE G GLASS TYPE H GLAZING DETAIL
DRAWN BY: DATE:
ADE 03/16/09
DWG#: REV.:
CWS-466 D
sCAff SHEET
1:1 2 OF 11
DP.... CHART:EQUAL SPLIT W/CLIPS
...
DESIGN PRESSURES FOR EQU..S... CONFIGURATION W RH ANCHOR CLIPS(SEE NOTE 2)
I I WINDOW SYSTEMS
Overall Flange Unit Overall Flange Width 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 WWW.CWS.CC
Glass Type 8,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +SD.D/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 FIGURE 3.1 (SEE NOTE 2)
32.750 31.500
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 EXAMPLE 36"x62"THRU FRAME/THRU CLIP COMBINATION
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 3500 ALUM.
36.750 35.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 LEFT JAMB: USING INSTALLATION CLIP ANCHORS SINGLE HUNG
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-7D.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 RIGHT JAMB: ANCHORS THRU FRAME NON-IMPACT
38.375 37.125 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 HEAD: ANCHORS THRU FRAME
40.750 39.500 _
Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40,7/-40.7 SILL: USING INSTALLATION CLIP ANCHORS T !;2 �2 ��--
cp W
GlassType B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 M7.3/-47.3 +42.9/-429 +40.7/-40.7 I r m N
IF
44.750 43.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 6"MAX. IB"MAX.O.C. 0 0 0 o O
GlassTpe B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44,0/-44.0 +39.8/-39.8 +36.9/-36.9 I Y
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 }
48.750 47.500 T -T i W iDo
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 1+50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 6"MAX. 6"MAX.
50.625 49.375
Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 i--- F Z
ro U
Glass Type B,C,D,E,F,G,H +50.0/-70,0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 8"MAX.O.C. ! ¢
LL < m
52.750 51.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 L-- 18"MAX.O.C. U o
GlasseB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 N - a- NjZ W
56.750 55.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 _I I O g w OLD
la
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 ! w U 0 n-
60.750 59.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 ! < ¢ QIc)
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 I a M aIW
Glass Type +50.0/-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 x35.2/-35.2
63.000 61.750 T D U m Q O !
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2
66.750 65.500 Glass TypeA +50.0/-66.3 +50.0/-623 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-4.7 l
Glass Type B,C,D,E,F,G,H +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +4.7/-4.7 `�0a�PtyQRE�V
Glass
68.750 67.500 Glass Type B,C,D,E,F,G,H +50.0/63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/41.1 +38.5/38.5 +36.1/-36.1 +34.0/-34.0 ,GP`J'��,�C'E'rv'SC�",.R'dj�4
72.750 71.500 Glass Type +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 �v:� No 56201
Glass Type B,C,D,E,F,G,H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8
76.000 74.750 Glass Type +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +4.2/-4.2 +31.6/-31.6 ------- �.Q� ;�2
Glass Type B,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 S j5 GTATE OF 41:
Glass Type +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 6"MAX.- ----�- 18"MAX.O.C. %O�. ,.`a4J
80.750 79.500 GlassTpe B,C,D,E,F,G,H +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 �iwo, *-pR�.'��?��'�
84.750 83.500 Glass TypeA +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 '"',ONAi������
Glass Type B,C,D,E,F,G,H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +30.0/-30.0
88.750 87.500 Glass Type +48.2/-48.2 +45.8/-45.8 +43.9/43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6 Z:7-
Glass Type B,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.0/-30.0 2/23/2015
92.250 91.000 Glass Type +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6
Glass Type 8,C,D,E,F,G,H +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +30.0/-30.0 +30.0/-30.0 LUCAS A. #58201,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CLIPS
DRAWN BY: DATE:
NOTES: ADE 03/16/09
DWG#: REV.:
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE.
CWS-466 D
2.THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING(I.E.,THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING). scnLE:- SHEET
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION.
1:1 3 OF 11
DP CHART EQUAL SPLIT
_. ...
DESIGN PRESSURES FOR EOUAL SPLIT CONFIGURATION LIMITED BY GLASS AND TESTED PRESSURE LIMffATIONS
I I WINDOW SYSTEMS
Ove rall.Flange .Unit .Overall_Flange Width 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 WWW.cwS.Cc
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0
32.750 31.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.2 +50.0/-66.1 +50.0/-62.9 +50.0/-61.3 3500 ALUM.
GlassT pe B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9
36.750 35.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 SINGLE HUNG
GlassT pe B,C,D,E,F,G,H +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.3 NON-IMPACT
38.375 37.125 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.6 +50.0/-68.1 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8
Glass Type 8,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-61.1 �',2
M40.750 39.500 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.4 +50.0/-58.0 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40.7/-40.7 I j � �I
0 M to N W
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-58.1 I a m a o ¢
44.750 43.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.7 +50.0/-56.7 +49.9/49.9 +44.5/-44.5 +39.8/-39.8 +36.9/-36.9
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-59.4 +50.0/-54.0
Glass TypeA +50.0/-70,0 +50.0/-70.0 +50.0/-70.0 +50.0/-76.0 +50.0/-63.2 +50.0/-56.0 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 >
48.750 47.500 W m
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.D +50.0/-62.6 +50.0/-55.7 +50.0/-50.5
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.5 +50.0/-55.6 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 F OZ
50.625 49.375 U U
¢
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.8 +50.0/-61.0 +50.0/-54.3 +49.1/-49.1 m ¢ m
52.750 51.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.5 +50.0/-55.2 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 o_
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.1 +50.0/-59.4 +50.0/-52.7 +47,7/-47.7 N "� ❑ a O
56.750 55.500 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.4 +50.0/-59.6 +50.0/-53.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 ❑ w ❑ 0_
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.4 +50.0/-56.7 +50.0/-50.2 +45.3/-45.3 r a w H
60.750 59.500
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.7 +50.0/-57.3 +50.0/-51.7 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-35.3 ¢ ¢ ¢
❑ ¢ ❑
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.2 +50.0/-54.6 +48.1/-48.1 +43.3/-43.3 ? O ? U-1
63.000 61.750
Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.0/-50.7 +46.4/-46.4 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 - -j
j
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.1 +50.0/-53.5 +47.1/-47.1 +42.3/-42.3 O U m < O
66.750 65.500 Glass Type +50.0/-70.0 +50.0/-68.9 +50.0/-65.4 +50.0/-59.1 +50.0/-52.8 +48.8/-48.8 +44.5/-44.5 +41.0/-41.0 +37.4/-37.4 +34.7/-34.7 ,ltti;; ;fff
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.7 +50.0/-67.6 +50.0/-67.6 +50.0/-59.6 +50.0/-51.9 +45.5/-45.5 +40.8/-40.8 ``�� Pp1IDREHt ff"11
68.750 67.500
Glass Type +50.0/-69.0 +50.0/-66.4 +50.0/-53.5 +50.0/-57.6 +50.0/-51.6 +47.6/-47.6 +43.5/-43.5 +40.2/-40.2 +36.8/-36.8 +34.1/-34.1
;
Q5 ',CEN Ley�i
.- `SF•• �.
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-67.7 +50.0/-65.9 +50.0/-63.9 +50.0/-63.6 +50.0/-63.6 +50.0/-58.9 +50.0/-51.2 +44.8/-44.8 +40.1/-40.1 �J •• (�
Glass Type +50.0/-64.0 +50.0/-61.8 +50.0/-59.9 +5D.0/-54.6 +49.5/-49.5 +45.3/-45.3 +41.5/-41.5 +38.6/-38.6 +35.5/-35.5 +32.8/-32.8 :�+; ?40 59201
72.750 71.500 •%�
*;
Glass Type B,C,D,E,F,G,H +50.0/-64.2 +50.0/-61.8 +50.0/-59.9 +50.0/-57.5 +50.0/-56.7 +50.0/-56.7 +50.0/-56.7 +50.0/-50.0 +43.6/-43.6 +38.8/-38.8 -
76.000 74.750 Glass Type +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-52.5 +47.6/-47.6 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 "�" % STAT[: CIF
Glass Type B,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-53.2 +50.0/-52.0 +50.0/-51.9 +50.0/-51.9 +49.2/-49.2 +42.7/-42.7 +38.0/-38.0 :0.• 141
Glass TypeA +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 '''c�C
80.750 79.500 � `•.10 RSV!•\����
S Q
84.750 83.500
Glass Type C,D,E,F,G,H +50.0/51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/42.4 39.6/-39.6 +36.6/-36.6 33.7/33.7 +30.7/30.7 +28.8/-28.8 f� A,� ��!`
Glass Ty eB,C,D,E,F,G,H 1+50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +41.7/-41.7 1+41.6/-41.6 +41.6/-41.6 +40.9/-40.9 +36.1/-36.1 y✓1
88.750 87.500 Glass Type +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6 `L-
GlassTypeB,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.2/-38.2 +37.9/-37.9 +37.9/-37.9 +37.9/-37.9 +35.5/-35.5 2/23/2015
92.250 91.000Glass Type +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6 LUCAS A.TURNER,P.E.
Glass Type B,C,D,E,F,G,H +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +35.1/-35.1 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT
DRAWN BY: DATE:
ADE 03/16/09
NOTES:
DWG#.; REV.:
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
2.IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS,DP IS LIMITED TO+30/-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875". SCALE: SHEET
1:1 4 OF 11
DP CHART C ORIEL
DESIGN PRESSU... FOR ORIEL CONFIGURATION LIMfTED BY GLASS AND TESTING DESIGN LIMRATIONS
I I WINDOW SYSTEMS �
Overall_Fig ,Unit sash Overall Flange.Width 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500 12000
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0 WWW.CWS.CC
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0
32.750 31.500 12.000 Glass ASash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.3+50.0/-67.6 3500 ALUM.
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+SO.O/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.9
36.750 35.500 12.062 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-64.8+50.0/-60.4+50.0/-57.2+50.0/-53.6+50.0/-52.1 SINGLE HUNG
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.0+50.0/-69.4+50.0/-63.2 NON-IMPACT
38.375 37.125 12.625 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.7+50.0/-61.6+50.0/-56.6+50.0/-53.0+49.7/-49.7+48.0/-48.0
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.D+50.0/-70.0+50.0/-70.0+50.0/-65.8+50.0/-60.8 .._....__-......_.__._.._
40.750 39.500 13.438 ......._-. _ ...
Glass ASash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-67.3+50.0/-59.0+50.0/-52.8+48.9/-48.9+45.1/-45.1+42.8/-42.8ZZ
I rr'
u1 cv
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.3+50.0/-61.3+50.0/-56.6
44.750 43.500 14.812
Glass ASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.3+50.0/-57.0+50.0/-50.3+45.2/-45.2+40.5/-40.5+37.9/-37.9 a m a o
o 0 o r O
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.1+50.0/-58.0+50.0/-52.6 Y
Glass ASash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.8+50.0/-56.3+49.6/-49.6+44.0/-44.0+39.1/-39.1+35.4/-35.4 Y
48.750 47.500 16.125 W m
Glass Type B,C,D,E,F,G,H +
50.0/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.01,50.0/-70.0+50.0/-70.0+50.0/-6B.4+50.0/-62.0+50.0/-55.7+50.0/-50.5
CO
Glass A Sash,Glass E Fixed .0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.1+50.0/-55.9+49.4/-49.4+43.9/-43.9+38.8/-38.8+35.1/-35.1 F Z8 cc O
50.625 49.375 16.812 I
Glass Type B,C,D,E,F,G,H .0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-66.1+50.0/-60.9+50.0/-54.3+49.1/-49.1 ; I LL < co
Glass A Sash,GlassEFixed .0+SD.O/-70.0+50.0/-70.0+50.0/-70.0+50.0/-62.2+50.0/-55.5+49.3/-49.3+43.9/-43.9+38.9/-38.9+35.0/-35.0 Ic.1 052.750 51.500 17.500 a.Glass Type B,C,D,E,F,G,H .0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.7+50.0/-59.4+50.0/-52.7+47.7/-47.7aOGlass A Sash,Glass E Fixed .0+50.0/-70.0+50.0/-70.0+50.0/-68.8+50.0/-60.3+50.0/-54.6+48.7/-48.7+43.8/-43.8+39. LT
0/-39.0+35.3/-35.3 O 0 0 F-56.750 55.500 18.875 ( P ~Glass Type B,C,D,E,F,G,H .0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.2+50.0/-63.7+50.0/-60.2+50.0/-55.8+50.0/-50.2+45.3/-45.3 wa w w Q
Glass A Sash,Glass E Fixed +50.D/-70.0+50.0/-70.0+50.0/-67.7+50.0/-62.8+50.0/-58.3+50.0/-52.4+47.9/-47.9+43.2/-43.2+38.8/-38.8+35.4/-35.4 a
60.750 59.500 20.250 0 k' In
p tU
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.01+50.01-67.7+50.0/-62.8+50.0/-59.3+50.0/-57.3+50.0/-55.9+50.0/-52.6+48.1/-48.1+43.3/-43.31 a. A 0a.
W
63.000 67.750 21.000
Glass ASash,Glass E Fixed +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-51.3+47.2/-47.2+42.5/-42.5+38.7/-38.7+35.2/-35.2 0 0
'=
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-53.0+50.0/-51.6+50.0/-50.7+45.8/-45.8+42.3/-42.3 U m a Z
66.750 65.500 22250
Glass ASash,Glass EFixed +50.0/-64.1+50.0/-60.5+50.0/-57.5+50.0/-52.8+49.3/-49.3+47.1/-47.1+45.5/-45.5+42.4/-42.4+38.6/-38.6+35.2/-35.2
Glass Type B,C,D,E,F,G,H +50.0/-64.1+50.0/-60.5+50.0/-57.5+50.0/-52.8+49.3/-49.3+47.1/-47.1+45.5/-45.5+44,5/-44.5+43.8/-43.8+40.0/-40.0 ``�����P1yORE6V+�i,,i
68.750 67.500 22938
Glass Asash,Glass EFixed +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+38.6/-38.6+35.2/-35.2 +��P`�• OE �St• '
Glass Type B,C,D,E,F,G,H +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+41.0/-41.0,+39.4/-39.4 n;"i
Glass A Sash,Glass E Fixed +50.0/-53.5+50.0/-51.1+49.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+38.3/-38.3+37.0/-37.0+36.1/-36.1+35.2/-35.2 N. 53201 ".-P
72.750 71.500 24.313 Glass Type B,C,D,E,F,G,H +50.0/-53.51+50.0/-51.1+49.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+38.3/-38.3+37.0/-37.0+36.1/-36.1+35.6/-35.6
76.000 74.750 25.438 Glass ASash,Glass EFixed +48.1/-48.1+45.7/-45.7+43.8/-43.8+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37.7+36.4/-36.4+35.5/-35.5+35.0/-35.0
Glass Type B,C,D,E,F,G,H +48.1/-48.1+45.7/-45.7+43.8/-43.5+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37.7+36.4/-36.4+35.5/-35.5+35.0/-35.0 ^�O: SFATE OF :4t
GlassAsash,Glass EFixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 ��'C"•�( �,
80.750 79.500 27.000 Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 �+�s•••`O R �?
84.750 83.500 28.375 Glass AS�sh,Glass EFixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.n+35.0/-35.0+35.0/-35.0+35.0/-35.0
Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.01+35.0/-35.0+35.0/-35.0
88.750 87.500 29.750 Glass A Sash,Glass E Fixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 y�
Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 2/23/2015
Glass ASash,Glass EFixed +37.1/-37.1+36.1/-36.11+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0
92.250 91.000 30.938 Glass Type B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-ORIEL
DRAWN BY: DATE:
ADE 03/16/09
NOTES:
Mr.#: REV.:
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
2.IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9,DP IS LIMITED TO+30/-30 PSF. scALE: SHEET
1:1 5 OF 11
03629
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
2 is :s71
096 �4) 3500 ALUM.
SINGLE HUNG
13 `2 NON-IMPACT
�5 37
10 r
m m n c�lw
131
3) 37 67 60 20 56 20 64 0 0 0
IIII� Y
g
it II liw m
EXTERIOR to
Z
O
20 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW. I tO n LL j
RIGHT SIDE SHOWS SASH SECTION VIEW N O O w
4 I i 4 W 0E-
II w � Ww'¢
U
16 a $ O a W
EXTERIOR 5 U o
6 7/ O U m <10
58 Z
67J `�J`�P*1l7REVtf t��i�'
*� * ;*_
:�0: SFATE OF :4u
s
2, z�
108 2/23/2015
1 ` LUCAFL PE#58201 P.E.
\� 1239 JABARA AVE.
56 �_ NORTH PORT,FL 34288
44 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS-
ALT,FIN FRAME ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 03/16/09
DWG#: REV.:
CWS-466 D
NOTE:ITEMS 11,14,23,26-32,34,35,42,43-46,59,63,65.66 ARE USED BUT NOT SHOWN FOR CLARITY. scALE: SHEET
1:2 6 OF 11
Item Part# Description Vendor Material FRAME CORNER ��
1 S-1326 Fr.Head,Fig.Head Keymark Aluminum CONSTRUCTION �j]/J 1°�® /�/�
---21/16" 21!16" cYv�pv �/'-,'1 �^s.'
2 S-1182 Fr.Sill,Fig.,Sill Keymark Aluminum WINDOW SYSTEMS
3 S-1077 Fr.Jamb,Fig.,L.Jb. Keymark Aluminum ....... 1 1!1s' 1 1/2"
4 S-1077 Fr.Jamb,Fig.,R.Jb. Keymark Aluminum
1 1900 SW 44TH AVE.
5 H-1563 Fxd.Mtg.Rail Keymark Aluminum 1/16" OCALA,FLORIDA 34474
7 H-1072 Sash Meet.Rail Keymark Aluminum
1 13/16" 2 7116"[7 W W W.CW S.CC
8 H-1181 Sash Bot./Pull Rail Keymark Aluminum 7171 {jl 21/1s"
9 S-1073 Sash Side/Top Rail Keymark Aluminum l 6B —{� 3500 ALUM.
--+i-1/16" L
10 S-1074 Scrn.Adapt.,w/o leg,Vert. Keymark AluminumSINGLE HUNG
11 S-1465 Install Clip Keymark Aluminum FLANGE HEAD S-1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181
12 P-3340 Balance Caldwell SASH CORNER NON-IMPACT
13 P-3040 Sash Cam M&M z tib" CONSTRUCTION
--
14 P-3046 Take Out Clip 2 118"
15 P-3043 Sash Stop TeamPlas
16 P-3037 Sweep Lock,RH Lawrence Nylon 2 0 V16- 0 0
17 P-3038 Sweep Lock,LH Lawrence Nylon r Y
18 P-3305 Wstp.,0.270 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon 264. � T g >:
20 P-3303 Wstp.,0.190 x.187 back FinSeal,Gray,SoftTouch Ultrafab Nylon 2314" I ! w m
7/16"
21 P-3305 Wstp.,0.270 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon 3 ass +7/1s C/)rn
22 P-3011 Wstp.,0.350 x.187 back,foam filled bulb w/wands Ultrafab Nylon -r 1,'16" - -1/16" i m ¢ 0( O
23 P-3303 Wstp.,0.190 x.187 back FinSeal,Gray,SoftTouch Ultrafab Nylon —t a = m; m
24 P-3309 Wstp.,0.210 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon " o >
FLANGE HEAD,ARCHTOP S-1112 i N o $ Z Lu
26 P-3612 #8 x 1.000 w/1/4"lead Quad PH Type A SMS Fastenal Steel FLANGE SILL S-1182 �t+/16' 0 o O O tY
28 P-3635 #8 x 0.750 Quad PH Type A SMS Fastenal Steel 2 U, ~ a
29 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel FIN SILL S-1180 I IW a W w
cc
30 P-3264 Gasket,Hd.&Sill at Jb.,SH-3500 HO Prod Closed Cel 2^ 3/4" i a 0 a w
33 P-3342 Seam Sealer,SM-5504 Schnee 7/1s" -
1
2 13116" 1/16" —
34 P-3373 Pad,Sill,SH-3500 Visor Open Cell -4-1116" o U m C 10
36 P-3022 Glazing Bead,Single Glazed Fla Scm Metal SCREEN ADAPTER S-1074 I Z
37 P-3020 Glazing Bead,Insulated glass TeamPlas PVC p^ iEp
42 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe ` 4 . *C)N..........p(;!"✓43 P-3641 SH-3500 Gold Cert.Label 6545 P-3881 Temporary Lbl.(NFRC/DP)46 P-3613 CWS Lbl.(logo) FLANGE JAMB S-1077 1 5/8" ---05 ?
47 Glass,Fixed FIN JAMB S-1500
48 jGlass,Sash =13= STATE OF W
56 P-3218 Screen Frame Allmetal Alum h--2" �3/8" - 0
58 P-3321 Screen Frame Corner Key Allmetal Alum a FIXED RAIL H-1563 ��� <,O R 1� •��4�
59 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer
60 P-322b Screen Spline,.155 Dia.,Blk. Dapa Nylon 1 1/16" y
61 P-3029 Screen Pull Tab Summit Steel 2" /'—� L-
62 P-3033 Screen Spring,SS FlaScrn SS ANCHOR CLIP-1197f r' 1" 1
63 S-1197 Install Clip,Curved Keymark Aluminum - 1 2/23/2015
66 S-1112 Fr.Head,Flange Archtop Keymark Aluminum --LLL--LLL 1 3/16" LUCAS A.TURNER,P.E.
1,� F.- 1/16"
67 Instaglaze 3,Purtect Glaze"H",TremglazeS500 Dow,Henkel,Tremco 5!ts" PLAN VIEW OF ANCHOR CLIP � FL PE#58201
68 S-1330 Fr.Head,Fin,Head Keymark Aluminum 1239 JABARA AVE.
SASH SIDE RAIL S-1073 NORTH PORT,FL 34288
2° L�29/16 PH.941-380-1574
5/16" � ,J - SHEET DESCRIPTION:
--T--1116" A!
5/8"-
S�ILL ANCHOR CLIP S-1465 r BOM AND EXTRUSIONS
PLAN VIEW 1
DRAWN BY: DATE:
1112 ADE 03/16/09
1116"
DWG q: REV.:
LINE ITEMS NOT USED: SASH TOP RAIL H-1072 CWS-466 D
6,19,25,27,31,32,35,37-41,44,49-55,57 NOTE:ALL ALUMINUM EXTRUSION ARE 6063-T6 SCALE - -- SHEET
1:2 7 OF 11
B"MAX.(TYP) 18"MAX.O.C.(TYP.) __
6"MAX.(TYP.) 18"MAX.O.C.(TYP.) 6"MAX.-- — 18"MAX.O.C.
8"MAX. 8"MAX. (NP') 8"MAX. VIYL.tnv(LLY44 SYSTEMS 6"MAX.(TYP.- WINDOW SYSTE3'9S
SEE NOTE 2 I � SEE NOTE 2 1900 SW 44TH AVE.
6"MAX. r SEE NOTE 2
1.� (TYP.)
OCAL FLORIDA 34474
6"MAX.(TYP) ( WWW.CWS.CC
B"MAX.O.0
18"MAX.O.C.(TYP) 18"MAX.O.C.(TYP.)
} 3500 ALUM.
NNGLE HUNG
ON-IMPACT
IMPACT
INSTALLATION "
ANCHORS(TYP) i INSTALLATION - 4" m 27 � N F
i ANCHORS,THRU 4" c� a0 cu o'
FRAME AT JAMBS o 0 o r
(SEE NOTE 2,SHT 6) Y
I
INSTALLATION w an
ANCHORS,THRU
X X CLIPS AT ALL '�
SIDES X m ¢ m l O
LL = LL, T
i n n U of
SEE NOTE 2 I o $ p Lu
o r
W o
---------- IIQo � Qv
—————————— ------ raw
cn
INSTALLATION ANCHORS, O n- p
THRU CLIPS AT SILL j 1
ANCHOR LAYOUT-(FLANGE)FOR DP CHART A o U m ¢i0
THRU FRAME OR CLIP(MASONRY OR WOOD OPENING) ANCHOR LAYOUT-(FLANGE)FOR DP CHART B Z.
DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS.SEE SHEET 5 THRU FRAME OR CLIP(MASONRY OR WOOD OPENING)
DP LIMITED BY ANCHOR CLIPS.SEE SHEET 6 ,%li 1f0
... ....................... ...... ...... ._.._.................... ................................. ...... ....................._................. .......................... ...... ................................................................... ...... ...... .................... ...... ...... ......._......._......,.. ...... .......................... ...... ......_........... ...... .._....._............... ...... ..............
�JPp1DRE(4� p�i0
NOTES: 4"MAX.(TYP.) -{ �--y— 16-MAX.O.C.(TYP.) `��VP.•��O ruS�.
v; No 58201 :-P
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4"MAX. T�YP.)
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE 16"Mix.O.C.
SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (TYP.) 90 STATE OF :4t
BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. O
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR �Z
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 2/2312015
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL
3" LUCAS A.TURNER,P.E.
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201
3"
� J
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT 1239 JABARA AVE.
NORTH PORT,FL 34288
SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. PH.941-360-1574
7.A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" ANCHORS(TYP)INSTALLATION "x SHEET DESCRIPTION:
�
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ANCHOR SCHEDULE AND
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF NOTES-EQUAL SPLIT
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH DRAWN BY: DATE:
REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. IL_ ADE 03/16/09
DING#: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWS-466 D
CURRENT VERSION OF THE REFERENCE DOCUMENTS: ANCHOR LAYOUT-(FIN)FOR DP CHART A __
THRU NAILING FIN(WOOD OPENING) SCALE:
FMAAN MA 100(FIN WINDOWS),),FMA!AA AIWD200(FLANGE WINDOWS), OP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS,SEE SHEETS SHEET
FMA/WDMA 250(BOX WINDOWS),FMAtAAMAMIDMA 300(EXTERIOR DOORS). 1:25 8 OF 11
����®m.m
WINDOW SYSTEMS
18"MAX.O.C.(TYP.) 4"MAX.(TYP.)— 16"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
SEE NOTE 2 OCALA,FLORIDA 34474
6"MAX.(TYP.) S"MAX. ---1 4"MAX.(TYP.) WWW.CWS.CC
6"MAX,(TYP.)
- - 1T- 3500 ALUM.
16"MAX.O.C.(TYP.) SINGLE HUNG
L NON-IMPACT
18"MAX.O.C.(TYP.)THRU FRAME,—
12"MAX.O.C.(TYP.)WICLIPS r
INSTALLATION N r N
NOTE:WHEN INSTALLING FLANGE O ANCHORS(TVP,) O m TD 'n N w
UNITS WITH ANCHOR CLIPS AS SHOWN
ON SHEET 10.DESIGN PRESSURE IS j o 0 0 o O
LIMITED TO 30 PSF. i
L 3"—1 I y
W4.1 m
7— I 1 H Z
i 3"� ( m s ¢ m 0
INSTALLATION
ANCHORS(TYP.) N o N I Z W
X X o � LD
W0
F o
O U
4 4 j fr
< �Oa O OLu cca
W
—_ _——_——_
o u <io
.� Z
ANCHOR LAYOUT-(FLANGE)FOR DP CHART C ANCHOR LAYOUT-(FIN)FOR DP CHART C \\ 1TJREl1,i'ffi�
THRU FRAME OR CLIP(MASONRY OR WOOD OPENING) �\ P . TG�j
DP LIMITED BY GLASS.SEE SHEET 7 THRU NAILING FIN(WOOD OPENING),SEE SHEET 7 `P5<;O i 1u w"...
NOTES: U �� F ,
v: No 58201 •:��
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE '90. STATE OP :"W+
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. ��iQ�fiS�C t}R 1Cq�N
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 2!23/2015
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,P.E.
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201
1239 JABARA AVE.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288
SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. PH.941-380-1574
7,A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" SHEET DESCRIPTION:
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ANCHOR SCHEDULE AND
NOTES-ORIEL
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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH DRAWN BY: DATE:
REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ADE 03/16/09
DWG#: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWS 466 D
CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), SCALE: SHEET
FMA/WDMA250(BOX WINDOWS),FMA/AAMANJDMA300(EXTERIOR DOORS). 1.25 9 OF11
TYPICAL HEAD CLIP ANCHORAGE (( jJ/](�9�® •
----f— MIN.EMBEDMENT
MIN.EDGE DIST. lam. (y(yG�1
SEE TABLE 1
SEE TABLE 1 WINDOW SYSTEMS
114"MAX.SHIM 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
gRIMSUBSTRATE BY OTHERS ANCHOR CLIP -- W W W.CWS.CC
PEETERISEALANT–
BY NSTALLER MIN.EMBEDMENT MIN.EDGE DIST.
INSIDE AND OUT SEE TABLE 1 SEE TABLE 1 3500 ALUM.SEE TABLE I SINGLE HUNG
BYINSTALLER INSTALLATION ANCHOR -
SEALANT BEHIND FLANGE _
-- 1(4"MAX.SHIM NON-IMPACT
—ANCHOR CLIP
tD (`J to N w
`�------INSTALLATION ANCHOR 0 0 0 5 0
SEE TABLE 1
SEALANT BEHIND FLANGE
BYINSTALLER W an
PERIMETER SEALANT BY INSTALLER I U)
HIGH STRENGTH INSIDE AND OUT B cn- Z
STRUCTURAL GROUT ! m ¢ m� O
BY OTHERS SUBSTRATE BY OTHERS a =
/ SEE TABLE 1 U o
Ln
HORIZONTAL SECTION o a o'Z W
SEE TABLE 1
INSTALLATION ANCHOR `"' ❑ O
10 TYPICAL JAMB CLIP ANCHORAGE O ❑ O
- w d
SEALANT BEHIND FLANGE---� / ❑ ❑
BYINSTALLER \ F a w 0
ANCHOR CLIP a ¢ a u)
PERIMETER SEALANT '`
BYINSTALLER �r*5 ;t 0 U m a 0
INSIDE AND OUT ••'•'" �. �j Z
SUBSTRATE j INSTALLATION ANCHOR
BY BSEE TABLE 1
SEE TALE 1 q•, (i ��
SEE OTHERS MIN.EMBEDMENT ��04';•V,�CI-N'T '•;p�
SEE TABLE 1 ANCHOR CLIP
v: No 58241 �7>
I
1/4"MAX.SHIM
9� STATE OF :4fjZ
MIN.EDGE DIST. SEALANT BEHIND FLANGE-- i3O'r %�.(O R 1`D�'•��C, �
SEE TABLE I BYINSTALLER
,,��,ps�O....
�A 1
VERTICAL SILL C ION
X70- TYPICAL SILL CLIP ANCHORAGE ,+������"��`
PERIMETER SEALANT
BYNSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 2/23/2015
TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATE BY OTHERS
FRAME TYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 1-1/8" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CUM(117 PCF MIN.) 3/16"RW TAPCON 1" 2" NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" PH.941-380-1574
FLANGE HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MIN.EDGE DIST. SHEET DESCRIPTION:
SEE TABLE 1
3/16"ITW TAPCON INSTALLATION DETAIL-
FLANGE 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) OR ELCO ULTRACON 1-3/81' 7./8" HORIZONTAL SECTION CLIPS
FLANGE 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #10 WOOD SCREW 1-3/8" 7/8" 10 ALTERNATE SILL CLIP ANCHORAGE DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT!KWIK-FLEXOR FULL THREAD
FLANGE 1/2.. ADE 03/16/09
(33 KSI YIELD MIN.) ITW TEKS SELF-DRILLING THRU 0.060"
DWGlt: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TRAPPING/ FULL THREAD
FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2" NOTE: CWS-466 D
1.WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, ��������---������----- ---
FIN 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #8 WOOD SCREW 1-1/2" 7/16" DESIGN PRESSURE IS LIMITED TO 4-30 PSF. scALE: SHEET
1.2 10 OF 11
086299mm
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEMS
SEE TABLE 1,SHT 10
1900 SW 44TH AVE.
MIN.EDGE DIST. 1/4"MAX.SHIM-- W W W.CWS.CC FLORIDA 34474
SEE TABLE 1,SHT 10
MIN.EDGE DIST. 3500 ALUM.
SUBSTRATE BY OTHERS SEE TABLE 1,BHT 10 SINGLE HUNG
SEE TABLE 1,SHT 10 INSTALLATION ANCHOR-- — -...... NON-IMPACT
' MIN,EMBEDMENT SEE TABLE,SHT 10
SEE TABLE 1,BHT 10 ! ,2 c2 a I
PERIMETER SEALANT BY INSTALLER I I
INSIDE AND OUT ' tD `n N W
SEALANT BEHIND FLANGE o 0 0 o i Q
BYINSTALLER
PERIMETER SEALANT BY INSTALLER-- ! }
SEALANT BEHIND FLANGE------ INSIDE AND OUT j W j m
BY INSTALLER 1/4"MAX.SHIM
SUBSTRATE BY OTHERSa F Z
SEE TABLE 1,SHT 10 m ¢ m O
LL n = LL!
HORIZONTAL SECTION ]
11/TYPICAL JAMB ANCHORAGE $ o O
O w 01.-
INSTALLATION ANCHOR— 1 W o W w I U
SEE TABLE,SHT 70 \\ m
'� j o w ¢ 01
IL ? O a
❑ Uim ¢ O
z
1 `�PaaPtAOREWi
1/4"MAX.SHIM ��`�po;:'`CElUS'•�,��i
SEALANT BEHIND FLANGE ---1/4"MAX.SHIM 41J ``- F•'•,
" BY INSTALLER v: No 58201
SEALANT BEHIND FIN MIN.EDGE DIST.
SEE TABLE 1,SHT 10
PERIMETER SEALANT BY INSTALLER BY INSTALLER _ �`
=� STATE OF :4+
INSIDE AND OUT MIN.EMBEDMENT INSTALLATION ANCHOR ��i� cC Q R i(3 •\��`
SUBSTRATE BY OTHERS SEE TABLE 1.BHT 10 SEE TABLE,BHT 10 �i �......•,��`
—SUBSTRATE OTHERS i� S/ EC�aaa
SEE TABLE 1,SHT 10 SEE TABLE 1,SHT 10 tej181111101 as
PERIMETER SEALANT BY INSTALLER--- �7
INSIDE AND OUT MIN.EMBEDMENT L-
MIN.EDGE DIST. --- --I SEE TABLE 1,SHT 10 2/23/2015
SEE TABLE 1,BHT 10
p� VERTICAL SECTION VERTICAL SECTION LUCAS A.TURNER,P.E.
TYPICAL SILL ANCHORAGE ALTERNATE FIN ANCHORAGE FL PE#58201
TYP.FOR HEAD,SILL AND JAMBS 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAIL
DRAWN BY: DATE:
ADE 03/16/09
DWG#: REV.:
CWS-466 D
SCALE: — SHEET
1:2 11 OF 11