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Florida Building Code Online
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. Product Aooroval Menu>Application Detail
FL# FL4091-R8
L yawn
Application Type Revision
Code Version 2017
Application Status Approved
F 4 T
#
Comments
� Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
t
Ocala, FL 34474
(352) 368-6922 Ext 245
+ � kpine@ews.cc
y 4
Authorized Signature Kevin Pine
kpine@cws.cc
: ...
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
4w' Ocala, FL 34474
(352)368-6922 Ext 291
9t a* jlathrop@cws.cc
}
s Quality Assurance Representative Arturo Monteverde
t Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
7414
amonteverde@cws.cc
Category Windows
Subcategory, Single Hung
a a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
4 4 t 1
� Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report. � �a Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
h
is Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
IM V � afi
(;> Validation Checklist- Hardcopy Received
'ht ' <
Certificate of Independence FL4091 R8 COI EvalReport154F.pdf
v
1 Referenced Standard and Year(of Standard) Standard Year
R
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
( t AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
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Florida Building Code Online
# PA TAS 202 1994
X
yEquivalence of Product Standards
Certified B
Y
f Sections from the Code
�a = Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
` Date Validated 09/29/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
',
: c Su`%nma`ry„of Protl4cts7, u ;a
Model,Plumber or IVame,k Descriptron, y.- ,,
4091.1 SH-8100
8100 Vinyl Flange/Fin Frame Single Hung
" Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R8 II W -14F.ndf
+� Ind Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201
#11 ¢ Impact Resistant: No Created by Independent Third Party: Yes
1 Design Pressure: +50/-50 Evaluation Reports
Other: SH-8100, Max. size 53.125”x 76". Glass complies FL4091 R8 AE EvalReportlS4F.12df
with ASTM E1300-04. Created by Independent Third Party Yes
3
4091 2 SH 81,00^'' SH=8100 Vinyl Single Hung;°Non Impact
Limas of Use Installation Instructions
3" Approved for use�m HVHZ Yes ° FL4091 R8 e II CWS 485C odf
f, i" ; Approved for use outside HVHZ.-'Yes Verified By: Lucas A.-Turner 58201
Impact Resistant No, Created by, Independent Third.Party:,,Yes
be
Pressure: N/A ° Evaluation Reporxts"
` Other:SH-8100 Vin 1Sin le Hun a. `
y g g,OX, Max size 52 x 71' - FL4091 R8 AE EvalReoort485r
t ',01 E1300-04see°installation dwgs for DP Glass complies with ASTM Created by IndependenT
t hird Party ,Yes
;r1 ° 4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill, Non-
Impact.
i,
, 't Limits of Use Installation Instructions
[ Approved for use in HVHZ: No FL4091 R8 II W -44 ,hdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
xalImpact Resistant: No Created by Independent Third Party: Yes
tiDesign Pressure: N/A Evaluation Reports
e r' Other: SH-8100 Cont. Hd.&Sill, Max.size 72 7/8"x 61 3/4", FL4091, R8 AE EvalReport442C.12df
DP+67.5/-70 sf. Glass complies with ASTM E1300-04. Created b Independent Third Part Yes
P P� Y P Y
4041 4 ]:SH-8100 Continuous Head'&Sill`• SH=I Uihy'i Single°:Hung;Cont. Head&Sill, Non Impact
Limits of Use Installation Instructions
l I � Approved for use`:m-HVHZ No fir,n FL409"1 R8II CWS°49ZCpdf"
= '3 : Approved for use outside HVHZ !Yes Verified By:'Lucas A:Turner 58201
l r Impact Resistant No Created by Independent Third Party Yes
,d Design Pressure:+N/A .' ,' Evaluation Reports
` f
Other SH 8100 Cont Hd. &Slll, Max size 74 1/8'°x 72' see F 40 1 118 AE Ev,31PPport492C pdf
n chart on installation dwgs..for DP: Glass compiles with ASTM Created by Independent Third Party Yes
E1300
" 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail
Limits of Use Installation Instructions
a' a Approved for use in HVHZ: No FL4091 R8 II CWS-293D. dmf
"A .ted ; _'. 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 R8 AE EvalReport293D.pdf
; I l with ASTM E1300-04. Created by Independent Third Party: Yes
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Florida Building Code Online
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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, opyright 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 apublic-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
} k 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
X, 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
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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-..
5biy - Product Approval Accepts.
Credit CardSafe
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j T��� 1239 Jabara Ave.
lJ North Port, FL 34288
iENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 485C
September 7,2017
6
Product Description: Series 8100 PVC Single Hung Window,Non Impact, 52"x 71"unit size 53
1/4"x 72 1./4"flange size
Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of
FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements
of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards perfonned are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-485C,signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3599-2 and NCTL-210-3599-3, from National Certified Testing
Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara, P.E.
a. Testing Performed: TAS-202-94(Full 202 performed on 3 identical specimens of
52"x62"unit size with Design Pressure+/-70 psf, and 3 identical specimens of
52"x7l"unit size with Design Pressure+/-67.5 psf)
4) Supplemental Calcs. to support CWS-485C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-485C.
Limitations of Use: This product:
• May be used in O/X config. in sizes up to 52"x 71"unit size, or 53 1/4"x 72 1/4"flange
size,with max. glass daylight heights of 31 7/16" for fixed panel and 31 1/2" for sash
• Achieves design pressures as indicated in comparative analysis table in CWS-485C
• I.s non-impact and requires the use of shutters in windborne debris regions
• May be used in the High Velocity Hurricane Zone
• Requires 3/16Ann—Air—3/16Ann glass minimum
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.101
t I have evaluated the framing material in this NOA and find that it complies with the
requirements of the 6th Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire,nor will I acquire,a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do 1 intend to acquire, nor will I
acquire,a financial interest in any other entity involved in the testing or approval process of this
product.
}}6}lliitff�/�
No 58201 9/07/2017
y�j t V
Lucas A. Turner, P.E.
FL PE#58201
iArl Rey f R i �crP"
10 N
- - .. ........__
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING us�mffl
CODE(FBC),CURRENT EDITION NCLUDING THE HIGH VELOCITY 1900 SW 44TH AVE.
53114HURRICANE ZONE(HVHZ). OCALA,FLORIDA 34474
OVERALL FLANGE WIDTH
WWW.CWS.CC
�--52"MAX.UNIT WIDTH --+ 2.GLAZING OPTIONS:(SEE SHEET 2)
3.CONFIGURATIONS:"O/X".
-a713116' 531/4" 8100 PVC
GLASS DLO OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): SINGLE HUNG
A 52"MAX.UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
_ GLASS TABLES ASTM E-1300-0401/09. NON-IMPACT
4713116" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
_ I__ GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Z a z
721/4• I ASTM E-1300-04e01/09.
MAX. I I -- -- F- owp U)w-DO
OVERALL I I " 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN w Z p z a t z�
FLANGE MAX. USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR 9 <!n 2 y O a�m
HEIGHT 31 7N6" I I ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS a Z w Z~W 0_
B B OVERALL Z Z=g Qtr
71" GDLOSS FLANGE I I USED FOR WOOD ANCHOR CALCULATIONS. 0 O F-0'j<=OF
MAX I HEIGHT O 2615116" O U u)�Z a F- a
UNIT I 62 GLASS DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE z 001 ui Z j U-
HEIGHT MAX SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. < I-_ 2 p ti U
UNIT >' <�pwp=O?
I ( B HEIGHT 71 1 .ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM ¢ ~p
I 7 I SEALANT USED AT FIXED MEETING RAIL AND JAMB. w Ow o w U)0 w U)w
t11w OJtgl-
3413/16" 7 8.SERIES/MODEL DESIGNATION SH-8100. a =a w p w
MAX. z _mow w�W�
SASH V 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a It ir a
HEIGHT /� 30 5116" X 27" X=OPERABLE SASH,O=FIXED SASH
I I 31112" MAX. GLASS DLO �*pW uhyyr
GLASS SASH I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �` t..........
.1,
i DLO HEIGHT I /� I LOCATION. �'4'-o`gF.L�GENSGRti��
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH No 56201
ENDS.
i A 451/4° �: STATE OF ."W
45 1/4' GLASS DLO O•. <U
GLASS DLO 48 9116" ..........•.
MAX. AX.SASH WIDTH
AX.SASH WIDTH A'
9/22/2017
LUCAS A.TURNER,P.E.
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 ?UK N BY: DATE: ---
GLAZING DETAIL.................................2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 06/22/09
COMSECTION VIEWS&ALTIVE S FRAME........4 52"x 62" SEE COMPARATIVE ANALYSIS NONE DYJG : REV.:
EXTRUSIONS&B.O.M..........................5 52"x 71" CHART SHEET 3 NONE CWS-485 c
ANCHOR SCHEDULE&NOTES..........6
INSTALLATION DETAILS.....................1 SCALANCHOR SCHEDULE VARIES DEPENDING ON UNIT SIZE,SEE SHEET 6 FOR DETAILS 1.20 SHEET
1 01=7
i �yL�CGaylbcV/
WINDOW SYSTEP45
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
7/8"OVERALL 7/8°OVERALL 716"OVERALL 716'OVERALL SINGLE HUNG
NON-IMPACT
i-3116"ANNEALED 3/16"TEMPEREDF-3/16"ANNEALED 3116"TEMPERED
112"AIRSPACE 1/2'AIRSPACE 112"AIRSPACE 1/2"AIRSPACE Q Z 2r Q z
3116"ANNEALED 3/16"TEMPERED 3/16"ANNEALED 3/16"TEMPERED Z W W p Q W O W
.__ r ....... W ZOZ 0:_�I-
1 QUANEX DURASEAL QUANEX DURASEAL QUANEX DURASEAL QUANEX DURASEAL g F W�Z O x�m
IG SPACER IG SPACER IG SPACER IG SPACER Z Z=m Q IxW O O
O OIF-Od<XF-W
46 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR qg SIKAFLEX 552 OR qg SIKAFLEX 552 OR p Z W Z Z~j d
PURFECT GLAZE'H' PURFECT GLAZE'H" PURFECT GLAZE°H' PURFECT GLAZE"H' Z O zo V uj D U-
Q FZLLm00LLZ
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v t No 582171 •
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GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D t4
S13% STATE OF :L'1:
FIXED LITE FIXED LITE SASH LITE SASH LITE
'44104111
1&0
zx
9/22/2017
}
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/22/09
DWG REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-485 - C
SCAL : SHEET
1:1 2 OF 7
DESIGN PRESSURES FOR EQUAL SPLIT"OX"CONFIGURATION WITH GLASS TYPE A OR B(FIXED)AND GLASS TYPE C OR D(SASH)
Unit Unit Width cs�mffl
Height 23.500 25.500 27.500 31.500 35.500 39.500 43.500 47.500 49.500 7152.000 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
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
NON-IMPACT
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/-102.7a z � ¢z S
I- 0w0 0)w00
39.500 +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 J-110.4 +70.0 J-104.9 +70.0/-98.6 z w. o ¢�o w
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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 o F-¢..W z°:m
43.500 +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/-115.7 +70.0/-103.0 +70.0/-97.7 +70.0/-91.8 0 C I-o Lia=F-M
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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 r 0 0 of>p w uo-i w
53.500 +70.0 J-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 a x a of O g CD
o wI-� W=
AN
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 J-88.0 +70.0/-83.0 +70.0/-77.6 a a a a
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 �,�"llilUlls"
, PgOREb1,'91
61.500 +70.0/-95.3 +70.0/-92.7 +70.0/-91.0 +70.0/-90.0 +70.0/-90.0 +70.0 J-90.0 +70.0/-90.0 +70.0/-83.1 +70.0/-78.2 +70.0/-72.9
63.500 +70.0/-90.5 +70.0/-87.8 +70.0/-85.9 +70.0/-84.4 +70.0/-84.4 +70.0 J-84.4 +70.0/-84.4 +70.0 J-81.7 +70.0/-76.9 +70.0/-71.6 ?v 1 No 58201
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
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 + - .2 �0 STATE OF :`w`:
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 �, S......
O R i t,>
WORST CASE SCENARIO
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
DRAWN BY: DATE:
ADE 06/22/09
DWG REV.:
CWS-485 C
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, SCALE: SHEET
1:1 3 OF 7
WINDOW SYSTEMS
1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
WWw.CwS.CC
8100 PVC
7 1n 9 6 4 38 7 6 a5 9 SINGLE HUNG
NON-IMPACT
14
14
I ¢ z <Z3
30
ww
O
Z WJCI ¢FZw
W =
43 O QfO§}Ox: :E
26 a a LLL I-w ZH�:M2
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43 44 39 y. ¢-u-WO�Oz
ft QNO L
34 Q If 3_)j�SO�
OD g
SECTION VIEW B-B Z a1 w O_j U
3D
25 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, _~a CL W U)RIGHT SIDE SHOWS SASH SECTION VIEW. a a
2 33
35 A*"giDRE4l rTG�i
4a INTERIOR JS;
�.1 No 56201
11 *; * •C#
1s %roi
50
44
43 $
5 Z
1 38
40 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
36 NORTH PORT,FL 34288
PH.941-380-1574
$ SHEET DESCRIPTION:
14
SECTION VIEWS
SECTION A-A DRAWN BY: DATE:
ADE 06/22/09
.. _.. _ DWG : REV.:
NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS485 C
10,12-13,15-16,18,20,22-24,28-29,31.37,41,47.48 SCALE: SHEET
1:2 40F7
PARTS LIST
ITEM PART#DESCRIPTION VENDOR MATERIAL 3118" -{ FRAME CORNER
CONSTRUCTION
1 H-1497 Reinforcement for STIR KEYMARK ALUM I
2 H-1836 Alum.Fixed Meet.Rail KEYMARK ALUMU7 1 15116"�'{ WIP100W SYSTEPIS
3 H-1699 Reinforcement for SBR KEYMARK ALUM 6 I 1900 SW 44TH AVE.
4 H-6004 Sash Side Rail MIKRON VINYL 9 �f
6 WWw WS CC FLORIDA 34474
5 H-6027 Sash Top Rail MIKRON VINYL 211116* 1 518"
v1s"
6 H-6028 Sash Bottom Rail MIKRON VINYL 8100 PVC
7 H-6031 Frame Head,FIg,Single Hun MIKRON VINYL 1/16" CORNER WELD
8 H-6031 Frame Sill,Flg,Single Hung MIKRON VINYL (ALL SIDES) SINGLE HUNG
1:8
9 H-6031 Frame Jamb,Fig,Single Hung MIKRON VINYL PVC FRAME FLANGE PVC SASH BTM.RAIL NON-IMPACT
10 P-3029 Screen Pull Tab SUMMIT ALUM H-6031 H-6028
11 P-3033 Screen Spring FL.SCREEN SS
12 P-3059 Sash Cam BSI PLASTIC z w J 00 (o W O o
14 P-3113 Screw Support T.PLASTICS NYLON 1 w z O z I z w
17 P-4638 #8)2 1/2"Ph Modified Truss Type A TEK2 FASTENAL STEEL 1 3/16" 2 3/16' o S 0�r O X�m
� F w Z 3:2=
19 P-3218 Screen Frame ALLMETAL ALUM iT Z z m m¢�w O O
21 P-3228 Screen Spline DAPA VINYL I 5 FIXED MEETING RAIL p Z Z Z j U)
22 P-3295 Take Out ClipBSI SS
23 P-3321 Screen Comer Ke ALLMETAL PLASTIC 15/8" SCREWED TOGETHER WITH z 00-:1 U)O o z
I OUTERFRAME Q Z Z Z
1/16"
24 P-3342 Seam Sealer SCHNEE 1/16" t'8 X 'O r Z-
25 P-3352 Set.Blk 85 Dur.118"x 5!8"x 2" FRANK LOW E RUBBER w 0 0�>_o w 9 w
26 P-3429 Wstp.,0.270 x 0.187 back FinSeal ULTRAFAB PVC SASH SIDE RAIL ?Cl)w 0 w O 1
12",
27 P-3541 #8 x 112",Pan Head,Tek FASTENAL STEEL H-6004 PVC SASH MTG.RAIL o- =D. of O-w
28 P-3581 Screen Cloth BETTERVUE FIBERGLASS H 6027 a r~a. 0f�:w
30 P-3752 Hole Plug M&M NYLON
32 P-3783 Impact,Lock INTERLOCK 1 1/2•
33 P-4051 #8 x1 1/4"Ph Fh TEK,Wht FASTENAL STEEL
MA {`� cey'�TGp%
34 P4069 Impact Keeper INTERLOCK ZAC 2 3/16• 3/4" G
5/8 -�"I
No 55201
35 P-4264 #8 x 5/8",PH Flat Head,Tek FASTENAL STEEL
36 P-4479 Weepcover M&M PLASTIC 2A
1/16"
37 P-6029 Sash Stop MIKRON VINYL L—� 1/16" Z STATE OF "4&f
38 39 S 6013 Screen Support r SSR,SBR MIKRON VINYL 16" ,Oo�S (O R 1 OP�\�;`
pp REINF.SBR/SSR REINF.SASH TOP RAIL �i���lp...... ��
40 S-6014 Screen Catch MIKRON VINYL S-1498 S-1497
MEETING RAIL
44,,111,1100
41 S-6029 PVC Sash Stop MIKRON VINYL H-1836
42 S-6063 Fixed Rail Cover MIKRON VINYL
43 S-6064 I Glazing Bead MIKRON VINYL
44 Glass See Sheet 2 x
45 P-2190 Block&Tackle Balance BSI 9/22/2017
46 SlkaFlex 552 or Purfect Glaze"H" SIKAIHENKEL
47 #10 x 1 1/2"Panhead SMS FASTENAL STEEL LUCAS A.TURNER,P.E.
FL PE#58201
48 Flat Washer 9/16' FASTENAL_ r EL 1 1/8' 1 1/9' 1/2" 1239 JABARA AVE.
50 P- s 420 x 0.187 ULTRAFA 1!2' 5/16"- 3/1g" I I NORTH PORT,FL 34288
a1 1- 3" -{ RT PORT,FL 74
34
7/8" 15/1 .045• 13/i16' 14
�- l-- 1/16" r SHEET DESCRIPTION:
1/16" 1/16"
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 S-6029 S-6013 S-6014 DRAWN BY: DATE:
ADE 06/22/09
DWG7._REV.:
LINE ITEMS NOT USED: CWS-485 C
13,15-16,18,20,29,31,49 NOTE:ALL EXTRUSIONS ARE ALUMINUM 60G3-T6 UNLESS OTHERWISE NOTED. sc LE: SHEET
1:2 5OF7
WINDOW SYSTEMS
6•MAX.(TYP.) 14^MAX.O.C.(TYP.) 1900 SW 44TH AVE.
E NOTE 2 OCALA,FLORIDA 34474
6-MAX.(TYP.) WWW.CWS.CC
-- -- 6"MAX(IYP.) 14•MAX.O.C.(TYP.)
_ 6^MAX(TYP.)— I I 8100 PVC
I -- -- SINGLE HUNG
INST
ANCAORSTION(TYP.) NON-IMPACT
I I
12 1/2• I 1
MAX O.C. Q Z ¢Z 3:
(TYP.) O l Z O w o O Q Iw•O W
w_
w ZOz wt?1=
LL H w Z I-3:
INSTALLATION ANCHOR MAX.O.C. Z Z=�¢0:cr�_
(T CENTERLINE OF MTG RAIL (7yp,) I I O O=O ¢w 0 0
(TYP.) --I ——————— I--MTG RAILCENTERLINE O U F- 4.
w z t=-D
6"(TYEn
P.) z Q C7 Z j U
X a"(TYP.) �/ 2¢ F H Z
x I¢ oo�r0�o2
4
4112"(TYP.) i sil /` I a- Z a w O�to
`U' o wry W=��
a = a w aw
F-
ANCHOR (FLANGE) ANCHOR E)
HE GHTS OVER 62" HEIGHTS 62"AND(U DER +.JVT?• SCE BSc GPy
No 55201 -P%
'P STATE OP :�41f`
%�`'•� .
. F .(OR10
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 y
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 7. 9/22/2017
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.
01
BE PROTECTED TO PREVENT REACTION. FL # A
JA
1239 AVE.BARA
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 7. 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
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. owevN er: -- 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 TABLE1,SHEET 7. 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-485 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SOAL SHEET
1:20 6 OF 7
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT
IN.EDGE DIST. SEE TABLE 1 SUBSTRATE WINDOW SYST6F9
_—�—SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
V 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS- WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BYINSTALLER y 1 SEE TABLE 1 8100 PVC
INSIDE AND OUT -— —'r .-L _ _ -�, SINGLE HUNG
SEALANT BEHIND SEE TABLE 1INSTALLAOANCHOR—
FLANGE BY INSTALLER 114"MAX.SHIM NON-IMPACT
a C Z QZ�
F O W O W W p O
O Zf0Z}0X3:m
PERIMETER SEALANT w F-W Z F3:2 2
BY INSTALLER Z Z=ZE a�W 0 0
INSIDE AND OUT O O F-0 V Q=F,D:
INSTALLATION ANCHOR O U U)I-z D-F.U)d
SEE TABLE 1 SEALANT BEHIND O Z --Z I. -�U1
FLANGE BY INSTALLER Z 00:1 O O O-
Q F-ZLLMOpLLZ
rg HORIZONTAL SECTION � 2 Q O F-1-I=-Z ui
7 TYPICAL JAMB ANCHORAGE W 0 0 0 W O W
Zed co 0JmF-
114"MAX.SHIM d D. d
SEALANT BEHIND
FLANGE BY INSTALLER O iiiiµWa4grrrr
P110R81.
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT v:e•
SEE TABLE No 55201 •••.�'A
INSIDE AND OUT
=*; *'
Q� STATE OF :�Wt
SUBSTRATE BY OTHERSo .
SEE TABLE 1 MIN.EGE `.,1 0 R
EE TABLEDIST. ,Ale
! N \ VERTICALSECTION ,t"itlot fit
liii�i
7 TYPICAL SILL ANCHORAGE
z�
a 9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN BEDMENT MIN.EDGE DIST. 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
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" r HORIZONTAL SECTION
7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 7!8' INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ADE 06/22/09
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG REV_
1/9"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CW S-485_ _ C
1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -
SHOWN FOR FLANGE WINDOWS, SCALE: SHEET
1:2 70F7