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Product Approval
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I Product Approval Menu>Product or Application Search >Application List>Application Detail
140
47C '�L"aMMt FL # FL163-R7
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Application Type I Affirmation I
Code Version 2017'
Application Status Approved
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Comments
Archived
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Product Manufacturer Custom Window Systems Inc. `
Address/Phone/Email 1900-SW 44th Avenue
Ocala,.FL 34474
(352) 368-6,922 Ext 245
kpine@cws.cc
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Authorized Signature Keviri'Pine i "S
kpine@cws.cc
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Technical Representative i Erin Koss
Address/Phone/Email 11900:SW 44th Ave.
Ocala,,FL 34474
(352) 368-6922 Ext 291
ekoss@cws:cc
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Quality Assurance Representative Jay Lathrop
Address/Phone/Email I 1900 SW 44th Ave.
Ocala; FL 34474
(352)'368-6922 Ext 291
jlathr6p@cwS.cc
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Category Windows
Subcategory Single,Hung
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Compliance Method j Evaluation Report from a Florida Register
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Florida Professional Engineer
jj Evaluation Report- Hardcopy Receiv(
Florida Engineer or Architect Name who developed the ; Luca'sA. Turner
Evaluation Report
Florida License �! PE-5.8201
Quality Assurance Entity Keyst6ne Certifications, Inc.
Quality Assurance Contract Expiration Date 02/23%2025
Validated By Steven M. Urich, PE
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https://www.floridabUilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDquJBMjgUlj3NOXQjw5OSGYZBHeO8zl%2b3%2bQ%3d 1/3
2/26/2018 Florida Building Code Online
Validation Checklist- Hardcopy Recei
Certificate of Independence FL163' R7 COI EvalRep CWS-466D (SH-
Referenced Standard and Year (of Standard) Standard
ANSI/AAMA/101/IS2/A440-05
j ASTM E 1300-04
Equivalence of Product Standards
Certified By
Sections from the Code
I affirm that there are no changes in t
Codewhich affect my product(s) and my
compliance with the new Florida Building
Documentation from approved Evaluation or Validation Entity
Yes' % No N/A
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FL163 ;R7 COC 6thEdFBC-FL163.pdf
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Product Approval Method Method 1 Option D
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Date Submitted 08/09/20171
Date Validated 08/09/20171
Date Pending FBC Approval
Date Approved 08/15%20171
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 I FL163 1117 II CWS-466D (SH-3500)
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No I Created by Independent Third Party
Design Pressure: N/A Evaluation Reports
Other: 3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 FL163 IR7 AE EvalRep CWS-466D
Single Hung Oriel H-C35 56"x 91". Created by Independent Third Party
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i �3ack Blliext j
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Contact Us :: 2601 Blair Stone Road.Tallahassee FL'32399 Phone: 850-487-1824'
The State of Florida is an AA/EEO employer.Coavriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility State
Under Florida law,email addresses are public records.If you do not want your e-mail address)released in response to a public-recor
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed(under Chapter 455,F.S.must provide the Department w
1 one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yo
address,please provide the Department with an email address which can be made available to the public.To determine if you are a
please click,here.
Product Appr,,,o�oWl Accepts:
� � �1liM � EChEck
i
hftps://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDquJBMjgUlj3NOXQjw5OSGYZBHeO8zl%2b3%2bQ%3d 2/3
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1239 Jabara Ave.
URNER NorthiPort,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE IC.O.A. #29779
Evaluation Report— CWS-466D
February 23, 2015
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Product Description: Series 3500 Aluminum Single Hung Window,Non,Iinpact, 56"x 91"
unit size 57 1/4"x 92 1/4"flange size, 1/8 or 3/16 Monolithic or IG Glass,Equal Split or Oriel
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Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala;FL 134474
Statement of Compliance: This report evaluates the above-listed product-per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the Florida Building Code outside the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation: j
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-4661), signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3586-1, -lA,-2, and-2A, from National Certified Testing
Laboratories, Orlando,FL signed and sealed by Gerard J. Feirara,R.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2%`440-05 f
;
4) Supplemental Calculations to support CWS-466D, signed aril sealed by Lucas A. Turner,
P.E. I i
Installation: Units must be installed according to approval document CWS-4661).
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Limitations of Use: This product: i
•I May be used in O/X Equal Split or Oriel configuration in sizes up to 56"x 91"unit size
or 57 1/4"x 92 1/4"flange size,with max. glass daylight heights of 58 5/'16"for fixed
ipanel and 42 7/8"for sash
• Achieves design pressures as indicated in comparative analysis tables in CWS-466D
• Is non-impact and requires the use of shutters in windborne debris region
May not be used in the High Velocity Hurricane Zone
• Requires 1/8 or 3/16 monolithic or IG glass,with E1300design pressure limitations as
shown in the comparative analysis tables in CWS-466D
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Certification of Independence: I do not have,nor do I intend to acquire)nor will I acquire, a
11
financial interest in Custom Window Systems or in any company manufacturuigjor distributing
products for which this report is being issued. I do not have,nor doh I intend to acquire,nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product. I j
l�lylLili6ll���
�%0 yAtyO RE K.,No M201
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* * 2/23/2015
F.-ri. �;'Lucas A. Turner,P.E.
STAT E 0F FL PE#58201
■0 R.t ' ■ Lucas A.Turner
2015-02-23 16:15-05:00
,ira�lrnv�ti*� I ! i
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SINGLE HUNG ELEVATION (NON-IMPACT) GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND VANDOW SYSTEMS•
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE 1900 SW 44TH AVE.
--(FBC);CURRENT EDITION.---- - — --- -_---- OCALA,FLORIDA 34474-----
W W W.CWS.CC
571/4"MAX.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2)
571/4"MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'O/)(".
FLANGE WIDTH 56"MAX.UNIT WIDTH 3500 ALUM.
56"MAX.UNIT WIDTH4.DESIGN PRESSURE RATING(SEE SHEETS 3-5): SINGLE HUNG
53 7/8"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND NON-IMPACT
53 1/6'GLASS DLO A D GLASS TABLES ASTM E-1300-04. -
10 11 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
� INFILTRATION TEST PRESSURE AND GLASS TABLES n co cu
92 1/4"
921/4 1 ' ASTM E-1300-04. �, ,� a H
MAX. a Co o ¢
MAX.
OVERALL OVERALL E 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o 0 0 a
FLANGE FLANGE 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-12 FOR Y
HEIGHT HEIGHT B INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1. w Co
10 WAS USED FOR WOOD ANCHOR CALCULATIONS.
91" O GLASS O GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE ¢ p
LIMNIT DLO 9MAX. DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. o cn
UNIT >
HEIGHT HEIGHT 7.ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT $ N O LU
Cc
USED AT ALL FRAME JOINTS.
w w 0
8.SERIES/MODEL DESIGNATION SH 3500. o ¢ o
a o 0 a W
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D
45 9n 6• X=OPERABLE SASH,O=FIXED SASH. p U Co a O
MAX
HEIGHT Ga SASH 4 11311 10.ORIEL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF. t'%li eff",� Z
SS
DLO HEIGHT DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON •��� NOREK� �i�
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER •••�`�P'C E N" TG����
TO SHEETS 5&9.
t1l
F 11.EQUAL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF. ?
5111116"GLASS DLO L< 11 FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER
n6'GLASS DLO TO SHEETS 3,4&8. �O,c; p P•;Zw�
��iln'•�OR1`O•'• \•••
ORIEL EQUAL SPLIT 12.SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ��4s`S/O ......
— SEE NOTE 10 SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. 4�lpn p0
Lucas A.Turner 2/23/2015
2015-02-23 LUCAS A.TURNER,P.E.
- --- - ---- - - - -- -
=16:14 -
- - - -------- ---------- -- ----- --
--- ---- --1239-JABARAAVt:--- -- --
NORTH PORT,FL 34288
PH.941-380-
1574
---------------------
----- ----- ------------ -- SHEET DESCRIPTION:----------
TGENERAL NOTES AND
ABLE OF
ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE:
GLAZING DETAILS..............................2 ADE 03/16/09
DP CHARTS......................................3-5
SECTION VIEWS&ALT FRAME.........6 DWG 0: REV.:
EXTRUSIONS&B.O.M........................7 CWS-466 D
ANCHOR SCHEDULE&NOTES 8-9 SCALE: SHEET
INSTALLATION DETAIL................10-11 125
1 OF 11
--j 118'ANNEALED 1/8"TEMPERED --{ 3/16°ANNEALED 3/16'TEMPERED
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474- ---
W W W.CWS.CC
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3
PURFECT GLAZE"H' PURFECT GLAZE'H' PURFECT GLAZE"H' PURFECT GLAZE"H'
6 TREMGLAZE S500 6 TREMGLAZE 5500 6 TREMGLAZE SS00 6 TREMGLAZE S500 3500 ALUM.
SINGLE HUNG
NON-IMPACT
>LZ GLASS BITE 1/2"GLASS BITE 1/2'GLASS SITE 1/2'GLASS BRE _
'mminZq di
ZlJ nA z—i z i
6 8 L_j8 8 � }
LL, m
q f2 Z
LL = LL D
n v (7 O
N 0 N z W
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D O W O O ¢
W $ F a
qq w F ¢
¢O K ¢ p w
a.
D
5/8'OVERALL 518"OVERALL 5B"OVERALL
5/8'OVERALL
118"ANNEALED 1/8"TEMPERED 3116'ANNEALED 0 U m a Z
3116"TEMPERED
318"AIRSPACE 3/8"AIRSPACE 1/4°AIRSPACE ,"'Ist ell"
1/8°ANNEALED 118'TEMPERED 3/16"ANNEALED 1!4'AIRSPACE %%%c PtsORE.q�JG•,•
3116'TEMPERED ���VPyV\OENSF-.�i�•i.
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 Na 58201 •��P
INSTAGLAZE 3 PURFECT GLAZE'H'
PURFECT GLAZE'H' PURFECT GLAZE"H' PURFECT GLAZE"H' 67 TREMGLAZE SSOD
TREMGLAZE S500 6 TREMGLAZE S500 6 TREMGLAZE S500 STATE OF :4/
�
6 I�O�F
1/2"GLASS BITE 1/2"GLASS BITE 1/2'GLASS BITE 112"GLASS BRE •••••iS�ONA�E�.•`��
2/23/2015
LUCAS A.TURNER,P.E.--
--- - FL
B -- - - --- -- --- _- -- - - ------- - -1239 JABARA AVE:-- - -
e 8 NORTH PORT,FL 34288
--- ------- - -- 8
— ---- --- -- -- - —— ------- ----------------
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
scALE: SHEET
1:1 2 OF 11
DP CHART:EQUAL SPLIT W/CLIPS
DESIGN PRESSURES FOR EQUAL SPLR CONFIGURATION WRH ANCHOR CLIPS(SEE NOTE 2) �
WINDOW SYSTEMS
Overall Flange,, Unit _ Ov_erell Flange Width 24.750_ 26,750 28.750 32750 37.000 40.750 40.750 48.750 53.125 57.250 _ _ _ _ __ 1900 SW 44TH AVE.
Height Hei ht _Unit Width 23.500 25500 27.500 31.500 35.750 39SW 43.00 47-W 51.875 56.000 OCALA,FLORIDA 34474
28.70 27.500 Glass Type +50.0/-70.0 +500/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 WWW.CWS.CC
Glass Type B,C D,E,F G,H +500/40.0 +50.0/-700 +50.0/40.0 +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 FIGURE 3.1 (SEE NOTE 2)
32.750 3150
GlassTYP eA +50.0/-70.0 +50.0/-70.0 +50.0000 +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/iHRUCUP COMBINA71ON
Glass Type B,r,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/-0.0 +50,0/-64.0 +50,0/-59.3 +50.0/-55.5 3500 ALUM.
36.750 35500 Glass Type +500/40.0 +50.0/-70.0 +50.0/400 +50.0/-70.0 +50.0/-69.9 +50,0/-6L9 +50.0/-57.0 +50.0/-53.5 +500/-501 +48.4/-48.4 LEFT JAMB: USING INSTALLATION CLIP ANCHORS SINGLE HUNG
Glass TypeB,C D,E,F G,H +50.0/-70.0 +50.0/-700 +500/-70.0 1+50.0/-70.0 +50.0/-69.9 +50.0/-6L9 +500/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 RIGHT JAMB: ANCHORS THRU FRAME NONIMPACT
38.375 37.125 GlassTypeA +50.0/-70.0 +50.0/-700 +50.0/-70.0 +50.0/-70.0 +50.0/-0.8 +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/-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
Glass peA +50.0/-70.0 +50.0/-70.0 +50.0/- .0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 440.7/-40.7 SILL: USING INSTALLATION CLIP ANCHORS
40.70 0- Glass T, a 70B,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 +47.3/-47.3 +42.9/429 +40.7/40.7
44.70 43.50 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-606 +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. 18°MAX.O.C. 0 0 0 o O
Glass T eB,C.D,E,F,G,H +50.0/-70.0 +50.0/-700 +500/-66.9 +50.0/-0.6 +50.0/-55.0 +500/-50 +44.01-M.0
9 +47.2/-47.2 +39.8/-39.8 +36.9/-36.9 Y
48.750 47.500 Glass TypeA +50,0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.D/-0.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-3&9 +35.2/-35.2 7 -r w m
Glass T eB C,D,E F G H +50.0/-70.01+50.0/-M.0 +50.0/-66.9 +50,0/-0.6 +50.0/-55.0 +50.0/-50.9 449.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 6°MAX. 6"MAX. W
0.625 49.375 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-0.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-3&8 +35.1/-35.1 -f- f F Z
Glass Type B,C,D,E,F,G,H +5D.0/-7D.0 +SD.01-70.0 +50.0/-66.9 +50.0/-0.6 +50,0/-55.0 +500/-5D.9 449.3/-09.3 +43.9/-019 +3&8/-38.8 +35.1/-35.1 8°MAX.O.C. m c O
52.70 51.00 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.D/-0.6 +50.0/-55.0 +50.0/-509 449.1/-09.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 -I-- 18"MAX.O.C. 0 0
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-0.6 +50.0/-55.0 +50.0/-50.9 449.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 N ao N Z W
56.750 55,50 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-0.6 +50.0/-55.0 +500/-509 +48.4/-4&4 +43.7/-03.7 +3&9/-3&9 +35.4/-35.4 O o W O O
It
GlassType8 C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-0.6 +50.0/-55.0 +50.0/-50.9 +48.4/-4&4 443.7/-43.7 +3&9/-38.9 +35.4/-35.4 o U o a
070 59,00 Glass TypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-0.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 442.8/-42.8 +3&7/-38.7 +35.3/-35.3 ¢ ¢ < U
Glass T eB C 0,E F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-0.6 +50.0/-55.0 +50.0/-50.9 447.5/-47.5 442.8/-428 +3&7/-38.7 +35.3/-35.3 rn
63.000 Glass TypeA +-%0/-700 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 449.4/-49.4 4460/-46.0 44.1/-42.1 +3&4/-3&4 +35.2/-35.2 U
61.750 ..
Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-67.0 +500/-614 +50.0/-57.8 +50.0/-53.0 449.4/-49.4 +46.0/-46.0 +4.3/42.3 +3&4/-3&4 +35.2/-35.2 p U m Q Z
66.70 55,00 lass Type +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 449.0/-49.0 +417/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-34.7
�U AI
Glass T eB,C,D,E,F G H +50,0/-6&3 +50,0/-6.3 +500/-58.8 +50.0/-53.4 M9.0/-49.0 445.7/-45.7 44.7/-02.7 440.0/-40.0 +37,4/-37.4 +34.7/-34,7 ���� ,,4
Glass TypeA +50.0/-63.9 +50.0/-600 +50.0/-56.6 +50.0/-SL4 447.1/-47.1 +44.0/-44.0 +41/-4L1 +38.5/-38.5 +36.1/-361 +34.0/-34.0 .�``, P..........ORF
6&70 67-SM �� 5 E '•..
Glass Type B C D E F G H +50.0/-639 +50.0/-600 +50.0/-566 +50.0/-SL4 447.1/-07.1 +44.0/-44.0 44L3/-4L1 +3&5/-3&5 +36.1/-361 +34,0/-34.0
72.750 7150 Glass TypeA +50.0/-63.9 +50.0/-0.0 +50.0/-56.6 +50,0/-51.4 +47.1/-47.1 +44.0/-44.0 44L1/-4L1 +3&5/-3&5 +35.5/-35.5 +32.8/-32.8 1 No 58201 -P
Glass Type B C D,E,F,G,H +50.0/-63.9 1+50.0/-600 +500/-56.6 +50.0/-514 +47.1/-47.1 +44.0/-44.0 +4L3/-41.1 +38.5/-3&5 +35.5/-35.5 +32.8/-32.8
76.000 74.750
GlassTypeA +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-415 +40.1/40.1 +37.4/-37.4 +34.2/-34.2 +3L6/-31.6
------- ^-O� �tr�
GlassT eB,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +SO.O/-S5.8 +50.0/-SL4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +3L6/-31.6 '9; STATE OF
0.70 79500
Glass TypeA +50.0/-55.1 +50,0/-52. MAX6 +S0.0/-S0.7 +47.9/-47.9 +45.0/-45.0 +41.2/-4L2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.3 +30.1/-30.1 6° A18"MAX.O.C. %O�.• A•:_��
Glass Type B,C,D,E,F,G,H +50.0/-55.1 +SO.D/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-4L2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 i,Fs'+OR1�.•'�����
84.70_ 83500-Glass Type +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 442.4/-4.4 +39.6/-39.6 +366/-36.6 +33.7/-33.7 +30.7/-307 +28.8/-28.9 4'S,ON11901"
--' - -=-- -----GlassT a B=C;D,= -F-6LH-=+50.0/=514--+49:0/=49.0 =447:1/47;1-I-+44;2`/--44.2--1-+42.4/-42.4-1:+39.6/--39.6 =+36.6/-36:6:=+33.7-/r33.z- +30.7/_30.7-_+30.OL-3o.0.
88.750 87.50 Glass Type +48.2/-48.2 +45.8/-45.8 443.9/4391441.1/. -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 X�
GlassT eB,C,D,E,F,G,H 448.2/-48.2 +45.8/-45.8 443.9/-43.9 441.1/-4L3 +39.2/-39.2 +381/-381 +35.2/-35.2 +32.1/-32.1 +30,0/-30.0 +30.0/-30.0 2/23/2015
- --82.250 .91.000 Glass TypeA 445.7/45.7 +43.4/-43.4 +4L5/41.5 +3&7/-38.7 +367/-367 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6
Glass Type B,C,D,E,F,G,H +45.7/-45.7 +43.4/-43.4 +4L5/-41d+367/-367+367/-367 +35:6/-35.6'-+33.7/-33.7--+30.9/-309- +30.0/-30.0 +30.0/-3o.D ---_-- --- - - -- -- ---- - -- - _ - -_ LUCAS A.TURNER,P.E.
FL PE W58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
- ------- _ --- - - - -- - - --- - - - -- - SHEET DESCRIPTION:- --
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CUPS
DRAWN BY: DATE:
NOTES: ADE 03/16/09
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. DWG B: REV.:
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). s ALE: SHEET
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAMEITHRU CLIP ANCHOR COMBINATION. 1:1 3 OF 11
DP CHART EQUAL SPLIT
DESIGN PRESSURES FOR EQUAL SPLR CONFIGURATION LINKED BY GLASS AND TESTED PRESSURE LIMRATiONS
WINDOW SYSTEMS
Overall Flange t Overall Flange Width--24.750- ___26.750-_ 28.750 32750 37.000 40.750 44.750 4&750 53.125 57.250 -- - _ 1900 SW 44TH AVE.
--__ __ _ _._ _. ___._...
Height Hai U Unit Width 23500 25.500 27ZW 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
2&750 27500
GlassTypeA +50.0/40.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 +SOA/-70.0 +50.0/4(10 +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 x50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 +50.0/-70.0 +50.0/-70.0
32750 31.500 GlassTypeA +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/-629 +50.0/-61-3 3500 ALUM.
Glass T e8 C,D,E,F.G,H 450.01-70.0 +50.01-70.0 +50.0/-70.0 +-%D -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"GlassTypeA +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
Glass Type B,C D,E,F G H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 1+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.3 NON-IMPACT.
38.375 37.125 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 +50.0/-6&1 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +43.8/-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/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-6L3
40.750 39.600
GlassTypeA +50.0/40.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.4 +5110/-58.0 +50.0/-515 +47.3/-47.3 +429/-429 +40.7/-40.7 �2 t2
�p a
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 +50.01-70.0 +50,0/-70.0 +50.0/-63.8 1+50,0/-5& m uj
1 _ F
44.750 43500
GlassTypeA +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/-49.9 444.5/44.5 +39.8/-39.8 +36.9/-36.9 0 c c p
Glass T e B C D,E F G H +50.0 -70.0 1+50.0 -70.0 +50.01-70.0 +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
48.750 47500 GlassTypeA +50.0/-70.D +50.0/-70.0 +59.0/-70.0 +50.0/-70.0 +50.0/-63.2 +50.0/-56.0 +49.4/-49.4 444.0/-44.0 +38.91-38.9 +35.2/-35.2 w m
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 1+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.6 +50.0/-5&7 +50.0/-50.5
50.625 4975 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-62.5 450.0/-55.6 +49.3/-49.3 443.9/-43.9 +38.8/-3&8 +35.1/-35.1 ¢ Z
Glass Type B,C,D,E,F.G,H +50.0/-70.D +50.0 -70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +SO.O/-70.0 +50.0/-6&8 +50.0/-6LO +50.0/-54.3 +49.1/-49.1m = m LD
62.750 51.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.D +5001-61.5 +50.0/-55.2 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 1q 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.D +50.0/-70,0 +50.0/-70.0 +50.0/-67.1 450.0/-59.4 1+50.01-527 +47.7/-47.7 N o N O
56.750 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.4 +SD.O/-59.6 +50.0/-53.9 +48.4/-4&4 443.7/-43.7 +38.9/-3&9 +35.4/-35.4 " w Or ~a
Glass T e 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 w w
cr
59500 GlassTypeA +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/-07.5 442.8/-42.8 +3&7/-3&7 +35.31-35.3 ¢0 9L o L)
Glass Type 8,C D E F G H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 1+50.0/-7D.0 +50.0/-70.0 +50.0 -70.0 +50.0/-622 +50.0/-54.6 ++38.1/48.1 +43.31-43.3 m 3 o a. C1
63.000 61.750 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50,0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.01-50.7 +46.4146.4 442.1/-42.1 +38.4/-3&4 +35.2/-35.2 ••
Glass Type B,C D,E,F,G,H +50.0/-70.0 +50.01-70.0 +50.0/-70.0 +-%0/-70.0 +50.0/-70.0 +50.0/40.0 +50.0/4L1 +50.0/-53.5 +47.1/-47.1 +42.3/-42.3 U 0] Q Z
66.750
65500
GlassTypeA +50.0/-70.0 +50.0/-68.9 +50.0/-65.4 +50.0/-59.1 +50.0/-528 +4&8/-4&8 444.5/-44.5 +4LO/-41-0 +37.4/-37.4 +34.7/-34.7 tA Itttt
Glass Type 0,C,D,E,F,G,H +50.01-70.0 +50.0/-70.0 +50.0/-69.3 +-%0/-67.7 +50.0/-67.6 +50.0/-67.6 +50.0/-59.6 +50.0/-SL9 +45.5/-45.5 +40.8/-40.6 �p`�PTdORE►gitTtok
68.750 67.500 GlassTypeA +50.0/-69.0 +50.0/-66.4 +50,0/-63.5 +50.0/-57.6 +50.0/-SL6 447.6/-47.6 +43.5/43.5 440.2/40.2 +36.8/-36.8 +34.1/-34.1
Glass e6 C D E,F,G,H +50.0/-70.01+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
72.750 71.500
GlassTypeA +50.0/-%0 +50.0/-6L8 +-%0/-59.9 +50.0/-54.6 +49.5/-49.5 +45.3/45.3 +4L5/-4L5 +3&6/-3&6 +35.5/-35.5 +32.8/-328 �v� No S
Glass Type B,C,D,E,F,G,H +50.0/-64,2 +50,0/-6L8 +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 +3&8/-38.8
76.000 74.750 GlassTypeA +50.0/-60.2 +50.0/-57.7 +50,0/-55.8 +50,0/-525 +47.6/-47.6 443.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +3L6/-31.6 .gC'�• STAmz-
TE OF ::
tU
Glass Type B,C,D,E,F,G.N +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/-5L9 +49.2/-49.2 +427/-427 +38.0/-38.0
80.750 79.500 GlassTypeA +50.0/-55.1 +50.0/-52.6 +50.0/-S0.7 +47.9/-47.9 +45.0/45.0 +412/-41.2 +38.1/-38.1 +35,5/-35.5 +32.1/-32.1 +30.1/-30.1 �i�'c�ti;(O R LOP,:
Glass Type 8,C,D,E,F,G,H +50.0/-55.1 +50.0/-526 +50.0/-50.7 +47.9/-47.9 +46.3/-46.3 +45.9/-45.9 +45.9/-45.9 445.9/-45.9 1+41.6/-4L6 +36.9/-36.9
�� ONA1. •
-_-84:750=83.500 GlassTypeA__-___ +50.0%514.+49.0%49.0-±47.1/_47.1-±44.2/_44.2_ +42.4/42.4 +39.6/49.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 tttlthnpttH`
Glass a B,C,D E,F,G,H 1+5110/-52.41+49.0/49.0 +47.1/-47.1 +44.2 -44.2 +424/-42.4 +4L7/-41.7 +4L6/4L6 -.6/:4-1.6 +`40.9 -40.9-+3647-36.f -- -- --- -'-- ----' --
GlassTypeA 44&2/-48.2 445.8/-45.8 +43.9/-43.9 +41.1/-4L1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6
88.760 871GImTfpeB.C,D,E,F,G,H--
Glass eB C,Dg E,F,6,H 44&2/-48 +45.8/-45.8 +43.91-43.9 +4L1/-4L1 +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
- ----- GlasTypeA- --- _-+45;7/-45:7- 443.4/-43.4-+41.5/-4L5:-+3&7/-38.7- +36.7/-36.7 +35.6/-35.6 +33.7/-33.7..+30.9/-30.9 _+2&4/-2&4 +26.6/-26.6.-____ _ NER,P.E.-__- - - _ _ _ _ ---LUCAS.A.TUR 445.7/-45:7 +43.4/=43.4--+415-/=4L5 +38.7/-3&7 +36.7/-36:7 +35.6/-35.6 +35.1/-35:1- +35.0/-35.0 -+350/-35.0 +35.0/-35.0 - -- - =- -=-- - -- - - - :-------- - -.___ _ _ 31--PE#58201_ _-
1239 JABARA AVE.
NORTH PORT,FL 34288
-----•---------------- ------------- ___ ___ _______ _ 941-380-1574-
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT
DRAWN BY: DATE:
NOTES: ADE 03/16/09
DWG 0: REV.:
1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
SCALE: SHEET
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". 1:1 4 OF 11
DP CHART C ORIEL
DESIGN PRESSURES FOR ORIEL CONFIGURATbN LIMBED BY GLASS AND TESTING DESIGN LAttiATpNS
WINDOW SYSTEMS
Overall Flg _Unit __Sash- __-,Overall Flange Width,.,_. -20.750 26,750- 28.750 32.750 37.000 40.750 44.750 48.750 63.125 67.250 -- - - - 1900 SW 44TH AVE.
Height Height Height Unit Width 23.600 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDN34474- - -- -"-
28750 27.500 12.000 Glass ASash,Glass EFixed +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/-MO+50.0/-70.0+50.0/-70.0+50.0/-70.0 WWW.CWS.CC
Glass Type B,G 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 EFixed +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 a B,C,D,E,F G,H +50.0/-70.0+50.0/-70.0♦50.0/-70.0+540 -70.0+50.0/-70.0+50.0/-70.0+50.0/-70.D+50.0 -70.0+50.0/-70.0+50.0/-69.9
36.750 35.SW 12062 Glass A Sash,Glass E Fixed +50,0/-70.0+50.0/-70.0+S0.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-64.5+50.01-60.4+50.0/-57.2+50.0/-53.6+SO.O/-521 SINGLE HUNG
Glass Type B,C,D,E.F.G,H +50.0/-70.0+5o.0/-70.0+50.0/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.01+0.0/40.0+50.0/-70.01+50.0/-69.4+50.0/-63.2 NON-IMPACT
30275 37.125 12625 Glass A Sash,Glass EFixed +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/-49.7 448.0/-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/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.8+50.0/-60.8
40.750 39.W0 13.438
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.01-70.0+50.0/-67.3+50.0/-59.0+50.0/-52.8+4&9/-48.9+45.1/-45.1+42.8/-42.8 �2 m a .-
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+S0.O/-70.0+50,0/-70.0+50.0/-69.3+50.0/-6L3+50,0/-56.6 fO r �6 a Fw-
Glass ASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.3+S0.O/-57.0+50.0/-50.3+45.21-45.2+40.5/-40.5+37.9/-37.9 " CO a o a
94.750 83.500 14.812 0 0 0 � 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/-70.0+50.0/-65.1+50.0/-5&O+50.0/-526
48.750 47.500 18.125 Y
GlassASash,GlassEFixed +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 2 r
Glass T a B,C,D,E,F,G,H +50.D/-70.0+50.0/-70.01+50.0/-70.0+50.0/-70.01+50.0/-Mo+50.0/-70.01+50.0/-6&4+50.0/-620+50.0/-55.7+50.0/-50.5 w m
Glass ASash,Glass EFixed +50.0/-70.0+50.01-70.0+S0.0/-70.0+50.0/-70.0+50.0/-63.1+50.0/-55.9+49.4/-49.4+43.9/-43.9+3& U 8/-3&8+35.11-35.1 Z
50.625 49.375 16.812 O
¢ U
Glass Type B,C,D,E,F,G,H +50.0/-70.0+50.0/40.0+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 ¢
Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-622+S0.0/-55.5+49.31-49.3+43.9/-43.9+38.9/-3&9+35.0/-35.0 U o 00
52.750 51.500 17.500 �
Glass 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/-63.7+SO.O/-59.4+50.0/-527+47.7/-47.7 $ v $ Z w
Occ
56.760 55500 18AM Glass ASash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.8+50.0/-60.3+50,0/-54.6+48.7/48.7 443.8/-43.8+39.0/-39.0+35.3/-35.3 w F- a
GIass Type B,C,D E,F,G,H +50.0/-70.0+SO.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.2+50.0/-6.9.7+50.0/-60.2+50.0/-55.8+50.0/-50.2+45.3/-45.3 0 '(3 w Q
Glass ASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-61.7+50.01-62.8+50.0/-58.3+50.0/-524+47.9/-07.9+43.2/-43.2+3&8/-3&8+35.4/-35.4 ¢ W ¢ U
60.750 59.500 20.250 18 ¢ p r0
GlassT a 8,C,D,E,F,G,H +50.0/-70.0+50.0/-70.01+50.0/-67.7+50.0/-62.8+50.0/-S9.3+50.0/-S7.31+50.0/-55.9+SO.0/-526+48.1/-4&1+43.3/-43.3 a O a w
> ; U 7 C1
63.000 61750 211.000 Glass A Sash,Glass E Fixed +50.0/-70.0+50.0/-66.6+540/-635+50.0/-5&7+50.0/-S5.1+50.0/-51.3+47.2/-47.2+425/-42.5+3&7/-3&7+35.2/-35.2 ..
Glass Type B,C,D,E,F,G,H +50.0/-740+50.0/-66.6+SD.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-53.0+50.0/-516+50.0/-SO.7+45.8/45.8 442.3/-42.31 Z
GlassATySash,GlassEE,Fixed +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/-05.5+42.4/-424+3&6/-3&6+35.2/-35.2
66.750 65.500 22250 ,1155 f1ip,
GlassASash,GlassEFied +50.0/-6Ll+50.0/-S7.6+S0.0/-54.7+50.0/-50.2 446.7/-46.7 4445/-44.5+428/-428 44L7/-4L7+38.6/-3&6+35.2/-35.2 , y,Q,t10REyy
68.750 67.500 22938 � Q.:'�6EAJg'•.,�Q,J��
Glass TVpe B,G D,E,F,G,H +50.0/-6L3+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-428+4L7/-4L7+4LC/-4LO+39A/-39.4 :
72.750 71.500 24.313
Glass ASash,Glass EFlxed +50.0/-53.5+50,0/-51.1+49.1/-49.1+45.6/-45.6 4422/-42.2+40.0/-40.0+38,3/-33.3+37.0/-37.0+36.1/-36.1+35.2/-35.2 v� No 58201
-
Glass Type B,q D,E,F,G,H +50,0/-53.5+50.0/-SLI+49.1/-49.1+45.6/-45.6+422/-42.2+40.0/40.01+38.3/-38.3+37.0/-37.01+36.1/-36.1+35.6/-35.6
76.000 74.750 25,438 Glass A Sash,Glass E Fixed +4&1/-4&1 445.7/-45.7 443.8/-43.8+4LO/-4LO+39.1/-39.1+38.1/-3&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 44&1/-4&1 445.7/-457+43.8/-43.8+4L0 -4LO+39.1/-39.1+38.11-38.1+37.7/-37.7+36.4/-36.4+35.5/45.51+35.0/-35.0 190�. OF -:&j
GlassASash,Glass EFlxed +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 ��T•'FC OP'\�`���
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 i�Fss. R 1�•��,��
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
=80:760==83:500==28.375=_
wiNnow srsrEr,s
_ 1900 SW 44TH AVE.
OCALA,FLORIDA 34474 -
www.cws.cc
4 9 6
s 6 4 3500 ALUM.
SINGLE HUNG
13 L ® 1 NON-IMPACT
6 15
1 3
D N M N r
m Tinc� F
10
3 IIII a � aa <
3 3 6 56 60 0 0 4 0 0 0 ❑
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IIII W °°
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NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, w U o
RIGHT SIDE SHOWS SASH SECTION VIEW N N O >
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w w w ¢
48
❑ qq U
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v: No 58201
=v' ¢�
9=, STATE of
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-- - 16 NAC
-- - — ---- ---- _ le
2/23/2015
– ---- ------ ------------------ –
-------- -- ------- - -- ----- - - - -_ -FL.PE#.-
1239 JABARA AVE. -
56 1 NORTH PORT,FL 34288
�- ------ - --------_— ---_--- P .941-380-
1574
SHEET DESCRIPTION:
2
SECTION VIEWS-
ALT,FIN FRAME ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 03/16/09
_DWG#: REV.:
CWS-466 D
SCALE: SHEET
NOTE:ITEMS 11,14,23,26-32,34,35,42,43-46,59,63,65,66 ARE USED BUT NOT SHOWN FOR CLARITY. 1:2 6 OF 11
Item Part# Description Vendor Material FRAME CORNER �1
1 S-1326 Fr.Head,Fig.Head Keymark Aluminum CONSTRUCTION // n�rtv�r�m •l
2 S-1182 Fr.Sill,Flg.,Sill Keymark Aluminum 1--2 v16 21!16' ll!(y(J�)(G((//
3 S-1077 Fr.Jamb,Fig.,L.Jb. Keymark Aluminum TI 1/16 1 v2 WINDOW SYSTEMS
4 S-1077 Fr.Jamb,Fig.,R.Jb. - Keymark_-Aluminum 1
- - - I
__ 1900 SW 44TH AVE.5 H-1563 Fxd.Mtg.Rail Keymark Aluminum 1/16• OCALA,FLORIDA 344747 H-1072 Sash Meet.Rail Keymark Aluminum 1 13/16' 27/16• WWW.CWS.CC
8 H-1181 Sash Bot./Pull Rail Keymark Aluminum 1 21/16"
9 S-1073 Sash SidelTop Rail Keymark Aluminum 66a3500 ALUM.
10 S-1074 Scm.A -+r1/16'
dapt.,w/o leg,Vert. Keymark Aluminum -—1n6 SINGLE 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 NONIMPACT
13 P3040 Sash Cam M&M CONSTRUCTION
2 1/8"
14 P3046 Take Out Clip in r� a
z 1/8^
15 P3043 Sash Stop TeamPias
16 P3037 Sweep Lock,RH Lawrence Nylon 21/16"-
17
1/16"17 P3038 SweepLock,LH Lawrence Nylon o 0 o r ❑
18 P3305 Wstp.,0.270 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon Y
20 P3303 Wstp.,0.190 x.187 back FinSeal,Gray,SoftTouch Ultrafab Nylon 23/4' 2 sa w m
21 P3305 Wstp.,0.270 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon 3 7116" 66 17/16'
to N
22 P3011 Wstp.,0.350 x.187 back,foam filled bulb w/wands Ultrafab Nylon -v--1/16" +1/16" I ¢ ❑ p
23 P3303 Wstp.,0.19D x.187 back FinSeal,Gray.SoftTouch Ultrafab Nylon —L _ U)
24 P3309 Wstp.,0.210 x.187 back FinSeal,Black,SoftTouch Ultrafab Nylon o a o z
FLANGE HEAD,ARCHTOP S-1112 a ❑ a W
26 P3612 #8 x 1.000 w/1/4^lead Quad PH Type A SMS Fastenai Steel FLANGE SILL S-1182 l/is 0 ❑ o
28 P3635 #8 x 0.750 Quad PH Type A SMS Fastenal Steel -}-5/6• o w o a
29 P3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel FIN SILL S-1180 I I C3 S W F m
30 P3264 Gasket,Hd.&Sill at Jb.,SH-3500 HO Prod Closed Cel 2• 31q o Q o y
33 P3342 Seam Sealer,SM-5504 Schnee 1/16^ 213/16^ 1/16 i 1D 3 0 a. WO
34 P3373 Pad,Sill,SH-3500 Visor Open Cell -��-1/1s
36 P3022 Glazing Bead,Single Glazed Fla Scm Metal U m ¢ z
SCREEN ADAPTERS-1 074
37 P3020 Glazing Bead,Insulated glass TeamPlas PVC 1 2' ,���r rrrrrr
a
42 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe LL, Y
3 2^ 1/16 ��� P��R�..
43 P3641 SH3500Gold Cert.Label 11/1s^ `�'�C�P;•��oENSF.'�,r��,•.
45 P3881 Tem Lbl. FRC/DP 65
46 P3613 CWS Lbl.(logo) FLANGE JAMB S-1077 1�6' 5 *p No 58201
47 Glass,Fixed FIN JAMB S-1500 * -
48 Glass, Frame
f---�6 x,90� STATE OF
56 P3218 Screen Frame Afimetal Alum —2 0 1/4, I
58 P3321 Screen Frame Comer Key Allmetal Alum I FIXED RAIL H-1563 '� ip OR%V '����•
59 P3581 Screen Cloth,18 x 16 Fiberglass Phifer 1 1/4" 63 �,4",IONA;
=60=P-=8=Screen-S line,-155=Dia Blk._. -_______ D a—Nylon—— - — — Ins^
s --
61 P3029 Screen Pull Tab Summit Steel �� 2 z�.
62 P3033 Screen Spring,SS FlaScm SS r1•
63 S-1197 Install Clip,Curved Keymark Aluminum ANCHOR CLIP-1197 �� ] I 2/23/2015
66 S-1112 Fr.Head,-FlangeArchtop -- - .--Keymark-Aluminum - - -- - - ----- - ----- _ __-_-_- __ 6'___ _ LUCAS A.TURNER,P.E.
- _
67 Instagiaze 3,Purfect Glaze'H",TremglazeS500 Dow,Henkel,Tremco - - 1% - 6/16= - PLAN VIEW OF ANCHOR CLIP _ 1/1s" - FL PE#5A201 _ - -
68 S-1330 Fr.Head,Fin,Head Keymark Aluminum 1239 JABARA AVE.
-- __ _ - _ _ - 11 SASH SIDE RAIL S-1073 NORTH PORT,FL 34288
-- ------ PH.941-380-157
--------II--- --I - - -- ---- - 1:1-----29/16• -- ---------- ----- ------ ---
5116" SHEET DESCRIPTION:
II I ILL ANCHOR CLIP S-14 1 v16" 7 15/6 BOM AND EXTRUSIONS
PLAN VIEW
DRAWN BY: DATE:
"j 2• ADE 03/16/09
1/1s•
DWG#: 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 oAt E: SHEET
12 7 OF 11
I
6'MAX.(TYP) 18MAX.O.C.(TYP.) /( 17l/(l9�® •�/�(/�
6'MAX.(TYP.) T18'MAX.O.C.(TYP.) 6°MAX. 18"MAX.O.C. lam. (�J,py Ill]r✓n�/I
8"MAX. 6"MAX.(TYP.) 8"MAX. gyp') 8°MAX. WINDOW SYSTEMS
SEE NOTE 2 I SEE NOTE 2 6"MAX] _SEE NOTE 2
(Typ,) 1900 SW 44TH AVE.
1 OCALA,FLORIDA 34474
6'MAX.(TYP)
W W W.CW S.CC
B"MAX.
18'MAX.oT c.(rvp) j 18"MAX.OC.(TYP.) 3500 ALUM.
i
0 I 0 NON-IMPACT
I
� N r
INSTALLATION a
ANCHORS(TYP) INSTALLATION4' _ F
ANCHORS,THRU 4' o 0 0 o
FRAME AT JAMBS
(SEE NOTE 2,SHT 6) Y
INSTALLATION w m
ANCHORS,THRU
CLIPS AT ALL L• Z
X I X SIDES X p
m
SEE NOTE 2 I 4 a o $ O W
W a
w $ W w CC
--- --- I ---------- ---------- � o
I ¢ w
INSTALLATION ANCHORS, U > o
THRU CUPS AT SILL
ANCHOR LAYOUT-(FLANGE)FOR DP CHART Ac o m a 0
ANCHOR LAYOUT-(FLANGE)FOR DP CHART B
THRU FRAMEND TESTED SON'RYOR REWOOD DONS,SE I THRU FRAME OR CLIPMASONRYUPS. EEWOOD SHEET
8IN z
DP UNITED BY GLASS AND TESTED PRESSURE LIMITATIONS,SEE SHEET 5
I DP LIMITED BY ANCHOR CUPS.SEE SHEET 6 0I I l I f f"
NORIK, ' p,'
----------------------- ————————————————————————— -------------------- Ti
NOTES: I 4"MAX.(TYP) 16"MAX.O.C.(TYP.) �JGPyy`G E N SF GQ" �I
v; ND 58201 •:�
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. I 4°MAX.�P rt; Cyt
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE I 16'MAX.O.C. =
SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (TYp.) �g0 STATE OF :ruk/�
BETTER.WOOD SHIMS ARE NOT ALLOWED. i } ����(�`'��O R 1 Q✓''����,
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. I Q off+fffmf�*���
4.ALLINSTALLATION 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. I 2/23/2015
— 5.INSTALLATION ANCHORS SHALL BE IN-ACCORDANCE WITH-ANCHOR MANUFACTURER'S•INSTALLATION-INSTRUCTIONS,.AND.ANCHORS SHALL__ I —__ L __ --LUCAS-A.-TURNER,P.E. _
-NOT BE USED IN SUBST RA I=S WITH-5 T R-ENGTHS LESS-THAN THE IAINIMUM SPECIFIED IN TABLE 1;-SHEET 10. _ - �- _ FL PE/f.58201-
I 1239 JABARA AVE.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT I 3' NORTH PORT,FL 34288
----SHALL-BE-BEYOND-WOOD_BUCKS,.IF-USED,AND-INTO_SUBSTRATE_1X.BUCKSAREDFTIONAL.__ — _- --- - - PH.941-380-15_74
7.A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1- INSTALLATION SHEET DESCRIPTION:
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. i ANCHORS(TYP) ANCHOR SCHEDULE AND
S-EQUAL SPLIT
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF I DRAWN NOTES
DATE:
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH
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: I ANCHOR LAYOUT-(FIN)FOR DP CHART A
FMA/AAMA 100 FIN WINDOWS),FMA/AAMA 200 FLANGE WINDOWS),
THRU AND
FlN(PRESSURE
AT SCALE: SHEET
OO(FIN 200(FLANGE DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS,SEE SHEET 5
FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS). 1:25 8 OF 11
WINDOW SYSTEMS
18°MAX.O.C.(TYP.) - 1900 SW 44TH AVE.
SEE NOTE 2 4-MAX.(TYP.) FT16'MAX.O.C.(TYP.)- - ---- --- -
6°MAX.(1YP.) OCALA,FLORIDA 34474 -
8"MAX- 4"MAX(TYP.)�— WWW.CWS.CC
6"MAX(TYP.)
T--T- 3500 ALUM.
16'MAX.D.C.� (TYP.) SINGLE HUNG
NON-IMPACT
18"MAX.O.C.(TYP.)THRU FRAME,
12°MAX.O.C.(TYP.)WICUPS
INSTALLATION
NOTE:WHEN INSTALLING FLANGE O ANCHORS(TYP.)
UNITS WITH ANCHOR CLIPS AS SHOWN
ON SHEET 10,DESIGN PRESSURE IS c a
LIMITED TO 30 PSF.
3" Y
� }
4° W m
a z
4'
4 Z
T 3' LL� a
INSTALLATION in o czi o >
ANCHORS(TYP.) o O N Z W
X X N O ir
0 0 o a
F
uj cc
o v o
4 4 0 ¢ 0W
W
a 0 ED 0
ANCHOR LAYOUT-(FLANGE)FOR DP CHART C ANCHOR LAYOUT-(FIN)FOR DP CHART C O`�,,PNORE�r,T
THRU FRAME OR COP(MASONRY EE WOOD OPENING) THRU NAILING FIN(WOOD OPENING),SEE SHEET 7 �` 5
NOTES: DPLIMREDBYGLASS,6EESHEET 7 ;�P.;y�GEMg�.,Q,�•��
v f No 5$201
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 'IDSTATE OF :40
SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR :�0'
BETTER.WOOD SHIMS ARE NOT ALLOWED. 4��FS;• O p 1 b.•''���.�
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 W ITH ANCHOR MANUFACTURER'SINSTALLATION 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#_5$201:
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.INT.O.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 DRAWN BY: DATE:
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH
REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ADE 03/16/09
DWGr: 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: SCALE
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANSHEET
GE WINDOWS), 1:25 9 EE 11
FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS).
TYPICAL HEAD CUP ANCHORAGE
MIN.EMBEDMENT
MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMS
- 1/4'MAX.SHIM _ _ 1900 SW 44TH AVE. _
OCALA,FLORIDA 34474
gSUUEBS�TpRgA�T�E BY OTHERS ANCHOR CUP � W W W.CWS.Cc
PERIMETERISEALANT
BY INSTALLER MIN.EDGE DIST.
INSIDE AND OUT S E TABLE EMBEDMENT SEE TABLE 1 3500 ALUM.
INSTALLATION ANCHOR /Z
SEE TABLE 1 SINGLE HUNG
SEALANT BEHIND FLANGE
BYINSTALLER NON-IMPACT
1/4'MAX.SHIM
ANCHOR CLIP T
co a F
INSTALLATION ANCHOR
0 0 0 o
SEE TABLE 1 SEALANT BEHIND FLANGE Y
BYINSTALLER w m
PERIMETER SEALANT BY INSTALLER U)
HIGH STRENGTH INSIDE AND OUT in Z
STRUCTURAL GROUTU ¢ U O
BY OTHERS SUBSTRATE BY OTHERS—
SEE
THERS = �i
SEE TABLE 1
g HORIZONTAL SECTION o a o Z W
INSTALLATION ANCHOR 10 `� ❑ a O IZ
SEE TABLE 1 TYPICAL JAMB CLIP ANCHORAGE O ❑ O -
LU F-
SEALANT BEHIND FLANGE o o a
BY INSTALLER w rW- S
M..;.rt• ANCHOR CLIP o Q o y
PERIMETER SEALANT i '♦ice' ' v
BYNSTALLER i'•
INSIDE AND OUT U m ¢ Z
SUBSTRATE ♦ ttNt ,K ��
I,F
INSTALLATION ANCHOR ♦♦� DRE �
BY OTHERS SEE TABLE i ♦♦♦g P;.......•..
SEE TABLE 1 MIN.EMBEDMENT ,�`Ga,•'`,,C E N Sic••;p�y'��
SEE TABLE 1 ANCHOR CLIP J; ••1A
v: No 58201 •
1/4"MAX.SHIM b: a t
�9= STATE OF 14
SEALANT BEHIND FLANGE ��O.t�"•.'P P,.'
MIN.EDGE DIST. ��F .......O..10.• ♦`
SEE TABLE 1 8Y INSTALLER , EN
--__ -- - -
A VERTICAL SECTION , �i ttt
-- ----- -- �7111ntH
10 TYPICAL SILL CLIPANCHORAGE------- "--- -
PERIMETERSEALANT-- —-- — — -- - — ---------- ---- -----y -- ---
BY INSTALLER MIN.EMBEDMENT f
-----------_TABLE INSTALLATION FASTENERS INSIDEANDO SEE TA 1
OUT 2123/2015
_ _ _ SUBSTRATE BY OTHERS___-__-, _ __ __ -_ _ - -
-- -- - .. .e w�-_EDO SEE TABLE I ------ - - -------- -- --
NMI) EDM min..EDGE DIST. _
FRAME TYPE SUBSTRATE TYPE ---` - - - wncnuR TYFE--- - ---- iniii.Em6�^",�. _ _ "-- --- ---- --- --- _ _ __ -_ -- _ _ -_ __.- _ - _ - _-
-- - FLLUCAS A c#58231 -
FLANGE CONCRETE(2.0 KSI MW.) 3/16"fiW TAPCON 1" 1-1/8' 1239 JABARA AVE.
- --
FLANGE HOLLOW OR GROUT-FILLED CUM(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" -- - -- -' - --- '- -' ---- -- - - - ----- — PH.941380-157
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 13/8" 7/6" rCC1 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 CUP ANCHORAGE DRAWN BY: DATE:
FLANGE 16 GAUGE(0.069')MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR FULL THREAD 1/2„ ADE 03/16/09
(33 KSI YIELD MN.) iiW TEKS SELF-DRILLING THRU 0.060"
Dwo a: REV.:
FLANGE 1/8"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TRAPPING/ FULL THREAD 1/2,
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" NOTE: CWS 466 D
FIN 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #8 WOOD SCREW 1-1/2" 7/16" 1 DESIGN PRESSURE IS LIMITED TO++.WHEN INSTALLING FLANGE UNITS I/I-0 PSFITH CHOR CUPS AS SHOWN ON THIS SHEET, SCALE: SHEET
1:2 10 OF 11
MIN.EMBEDMENT WINDOWSYSTEMS
TYPICAL HEAD ANCHORAGE ___ _ _ SEE TABLE 1,SHT 10 ___ _ _ _ _ 1900 SW.44TH AVE.. - _. _—
MIN.EDGE DIST. 1/4'MAX.SHIM OCALA,FLORIDA 34474
SEE TABLE 1,SHT 10 WWW.CWS.CC
MIN.EDGE DIST. 3500 ALUM.
SEE TABLE 1,SHT 10 SINGLE HUNG
SUBSTRATE BY SEE TABLE 1 SHT HMIN.EMBEDMENT ERS _ //7/ NON-IMPACT
INSTALLATION ANCHOR
SEE TABLE,SHT 10
SEE TABLE 1,SHT 10 in m cu
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT m a W
SEALANT BEHIND FLANGE
//z'Z" i I
BYINSTALLER o o o
PERIMETER SEALANT BY INSTALLER
SEALANT BEHIND FLANGE INSIDE AND OUT w m
BY INSTALLER 1/4"MAX.SHIM
SUBSTRATE BY OTHERS m Ln
SEE TABLE 1,SHT 10
O
fn a = v1
E HORIZONTAL SECTION 1O o V o
11 TYPICAL JAMB ANCHORAGE $ o R p
W F- �a
INSTALLATION ANCHORw $ w
SEE TABLE,SHT 10 < o i ¢ U
❑ Q
❑ W
a W
7 � U (L �
D U m a Z
DREW
1/4'MAX.SHIM ••••,Q°;r'NGENS""TGQ��•.
SEALANT BEHIND FLANGE 1/4"MAX.SHIM No 58201
BY INSTALLER •J'
MIN.EDGE DIST.
SEALANT BEHIND FIN SEE TABLE 1,SHT 10
PERIMETER SEALANT BY INSTALLER BY INSTALLER 5; t q
INSIDE AND OUT '9'. STATE OF J4,
MIN.EMBEDMENT �T'.'P P'_•�
SEE TALE 1,SHT 10 SEE TABLE,SHT100 O R 19SUBSTRATY OTHERS "✓�\,••
SUBSTRATE BY OTHERS SEE TABLE S,SHT 0 ���i�s10NA1-���`�
—SEE TABLE_l-.SHT-10___ U�4mllts�
PERIMETER SEALANT BY INSTALL
INSIDE AND OUT MIN.EMBEDMENT
MIN.EDGE DIST. =I SEE TABLE 1,SHT 10
2/23/2015
SEE TABLE 1,SHT 10
-VERTICAL-SECTION--- — -- ----- -- -- _ - —LUCAS A.-TURNER,-P.E.-_
11 -- - - ---- --_ - - 11 -ALTERNATE FIN-ANCHORAGE"- -F!_Pc»5820
TYPICAL SILL ANCHORAGE TYP.FOR HEAD,SILL AND JAMBS 1239 JABARA AVE.
NORTH PORT,FL 34288
--FR R41-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAIL
DRAWN BY: DATE:
ADE 03/16/09
DWG N: REV.:
CWS-466 D
SALE: SHEET
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