HomeMy WebLinkAboutProduct Approval Florida Building Code Online
S a '77-r-
'0
-r s
5
BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts APublications FBC Staff 130S Site Map Links Search
f �ia, Product Approval
- I=�gq -]USER:Public User
9N9N9N 2
Product Approval Menu n Application Detail
FL;;t FL4091-R8
{ Application Type Revision
--7"" 9 Code Version 20].7
Application Status Approved
{
j( Comments
- Archived
{
Product Manufacturer Custom Window Systems Inc.
1 Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
r
Authorized Signature Kevin Pine
kpine@cws.cc
� l
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
1 Quality Assurance Representative Arturo Monteverde
i � Address/Phone/Email 1900 SW 44th Ave
rl Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
( Evaluation Report
t "
Florida License PE-58201
- Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
.• I
{ 0 Validation Checklist- Hardcopy Received
'i
Certificate of Independence FL4091 R8 CQI EvalReport154F.pdf
Referenced Standard and Year(of Standard) Standard Year
j AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
I AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
https:%%tloridabuilding.orgfpripr_app_dtl.aspx?param=wGE\%\QwtDquz9314o2b4g5f.1FIJ3x%2fpCz8Ew7O\,IclLld528\,t%3(1(2;8,"2018 12:02:00 PN4]
t F
Florida Building Code Online
i PA TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
p
x
4 p `
y
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
= Date Pending FBC Approval 10/08/2017
j Date Approved 12/12/2017
i
x
Summary of Products
I FL#_ Model,Number or Name Description - -
4091.1 ISH 8100 \ 8100 Vinyl Flange/Fin Frame Single Hung
-- ---—
Limits of Use Installation Instructions I
i Approved for use in HVHZ: No FL4091 R8 II CWS-154F. dmf
1, Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
J Impact Resistant: No Created by Independent Third Party: Yes j
Design Pressure: +50/-50 Evaluation Reports l
`j Other: SH-8100, Max. size 53.125"x 76". Glass complies FL4091. R8 AE EvalRel2or1:154F. dif
w
(( with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 I SH-8100 SH 8100 Vinyl Single Hung, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4091 R8 II CWS-485C.pdf t
G Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
k 1 Impact Resistant: No Created by Independent Third Party: Yes
1 Design Pressure: N/A Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52"x 71", FL4091 R8 AE-EvalReport485C,pdf
see installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes I
E1300-04.
I 091.3 ISH-8100 Continuous Head&Sill 5H-8100 Vinyl Single Hung, Continuous Head&Sill, Non-
Impact.
Limits of Use Installation Instructions I
Approved for use in HVHZ: No FL4091 R8 II CWS-442C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
} ' J Impact Resistant: No Created by Independent Third Party: Yes
?i Design Pressure: N/A Evaluation Reports
Other: SH-8100 Cont. Hd. &Sill, Max.size 72 7/8"x 61 3/4", FL4091. R8 AE EvalReport442C PAL
DP+67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes
4091.4 3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung, Cont. Head&Sill, Non-Impact
Limits of Use Installation Instructions !
Approved for use in HVHZ: No Fl_4091 R8 II CW5-49?_C.�df i
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
i Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: SH-8100 Cont. Hd. &Sill, Max. size 74 1/8"x 72", see FL4091 R8 AE EvalRePort492C,P_dL
chart on installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party:Yes
E1300-04.
--... " ...-- ......._.....................-.-_ -------. _................ _ ..... ......_._— ................ — --
i
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
w Limits of Use Installation Instructions
y Approved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf !
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
L Other: SH-8100, Max. size 52"x 96", Oriel. Glass complies FL4091 R8 AE EvalReport293D.pdf
with ASTM E1300-04. Created by Independent Third Party: Yes
https:�+tloridabwIding,.nr,,/pdpr-app-dd.aspOparam=�eCrEVXQwtDquz931°b2b4g5fzFU3c%2fpCz8Ew70MgLH5'fi\4,0(112r8r2018 12:02:00 PN41
� e
Florida Building Code Online
V�
a
{
P
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-70]3 State of Florida, ;Privacy Statement:•Accessibility Statement::Refund Statement
k 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 dick here.
t •I o
Product Approval Accepts
Credit Card
Safe
�t 9
ht[ps:ritloridabuilding.org/pripr_app_dtl.aspx?paranl=r�eOF\'XQwtDquz93144,2b4g5fhl-IJ3x%2fpCzSEw7O\IgL,ld528\1%.3(12/3,-'2018 12:02:00 PN41
TT T �,T� 1239 ,Iabara Ave.
UJ 1 North Port. FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 4850
September 7, 2017
Product Description: Series 8100 PVC Siegle Hung Window,Non Impact, 52" x 71" unit size 53
U4"x 72 1/4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'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 6"'Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1 This ,re ortprepared b Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port, FL
P P p Y
2) Approval drawing CWS-485C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTI 210-3599-2 and NCTI,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 wifli Design Pressure+/- 70 psf, and 3 identical specimens of
52''x71"unit size with Design Pressure+/- 67.5 pso
4) Supplemental Cales. 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
• Is 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—3/16Aml glass minimum
® Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 17-0206.107
t I have evaluated the framing material in this NOA and find that it complies with the
requirements of the 6"Ed. (2017). Florida Building Code:for use in this product.
Certification of Independence: I do not have, nor do I intend to acquu•e, 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 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.
+,}t4;111TitjIJ
�+ N4�f: 44' �Jr�r
``� '.• `C F iq yG `ti•. t��fir Z�
9/07/2017
Lucas A. Turner, P.E.
FL PE #58201
srr{ +/ON
t�M�t1 o,,,,
................................--—-... ---............- - -- -- -.._....--...-............-----....._._......._...... _.._..._...................._.........................._..._..........._.....
.-- ----..._...__._._.._..._..._..__.,
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTSMSffl
CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY 1900 SW 44TH AVE.
531/4" HURRICANE ZONE(HVHZ). OCALA,FLORIDA 34474
OVERALL FLANGE WIDTH WN/W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
02 A1AX.UNIT V�/1DTH- --�--i i
3.CONFIGURATIONS:"O/X". 8100 PVC
:.___..._.__-._......4713/16" --- --^{{I - 531/4"
GLASS DLO OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): SINGLE HUNG
52"MAX.UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT
}......._.._...._................____.._...
........ r— —— 47 13116"
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.
GLASS DLO `NATER INFILTRATION TEST PRESSURE AND GLASS TABLES
72 1/4' -- -- I-- I 1 ASTM E-1300-04201/09. `+ Z Z O
MAX. 1 j 1 � -- -- Z woo ¢tw-❑w
OVERALL 1 I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN w Z O z ' h Z t_
FLANGE I 63 1!4" USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ❑ `¢cn_Y O 0:�m
HEIGHT 31 7116.. MAX. I I ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS Z Z w 2 z�uj 0 2
I B O B GLASS FLANGE I I USED FOR WOOD ANCHOR CALCULATIONS. O O r O U Q=O
MAX I71" DLO HEIGHT 26 15/16" ❑ Z /n Z Z~ d
UNI7 I GLASS DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE z O O❑ —~U
j HEIGHT i I MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ¢ t=? O w U
.. __L UNIT < OwI-FOZ
1 HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM q Of >u1 U-Z,6
61 I SEALANT USED AT FIXED MEETING RAIL AND JAMB. w O❑X U)0 w U)W
LL
34�!16" I O 8.SERIES/MODEL DESIGNATION SH-8100. d =D. �O g cn
MAX. I O = Df W=Lu U)
SASH V 1 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I ° �'a
HEIGHT /� 30511 X 27" X=OPERABLE SASH,O=FIXED SASH
1 1 31 112` MAX. GLASS DLO X01' OREIJ,�`�h
i I GLASS SASH I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .� pN .•• 7z,
DLO HEIGHT I I LOCATION. 07`?'y�G£PlS> C,�'✓'i
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH = .' No 5581 ';'li L
_............. . I ——
�A �I — A -- -- ENDS. _� * :Q
7 451/4" %9; STATE OF .Uz
'---- 451/4" -- GLASS DLO41
O,oF.,cl O R 5y)P;,�Z-
DLO
LASS
G489116" MAX.SASH WIDTH48 9116" --- '''rssfUjia�st
MAX.SASH WIDTH
9/22/2017
LUCAS A.TURNER,P.E. i
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
....................
N BY:
GENERAL NOTES&ELEVATIONS..... NIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAbVAIDE DAZE.
GLAZING DETAIL.................................2 MAX.. ADE 06/22/09
CECTIONIEWS&TIVE ANALYSIS T.FR...............4 52"x 62" SEE COMPARATIVE ANALYSIS NONE
SECTION VIEWS&ALT.FRAtv1E........4 owca: REV-
EXTRUSIONS&B.O.M.........................5 •— - �� CWS-485 C
ANCHOR SCHEDULE&NOTES..........6 52��x 71 CHART, SHEET 3 NONE
INSTALLATION DETAILS.....................7 SCALE: SHEET
ANCHOR SCHEDULE VARIES DEPENDING ON UNIT SIZE,SEE SHEET 6 FOR DETAILS 1:20 1 OF 7
.......... -----...__.._......._...._.................................................__.._.....---........-_.....- --...-..........._.............._.._....................-----------------------------.._...__._..._.-.................---................................._.......__..................._............._.._...-......._.............-.........._............._-----...---...-.-............................................................_................-....
uu,_.._..-M
c8afb WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
81 PVC
SINGLE HUNG
716"OVERALL 7/8"OVERALL � 7/6"OVERALL� 7/6"OVERALL NON-IMPACT
3/16"ANNEALED 3/16"TEMPERED 3/16"ANNEALED —3/16"TEMPERED
112"AIRSPACE 1/2"AIRSPACE i 1/2"AIRSPACE I 1/2"AIRSPACE < Z Q Z_$
3110"ANNEALED 3/16"TEMPERED 3/16"ANNEALED 3116"TEMPERED z O�p 2 Z W
W
...... ....... W ZOZ Lr—
QUANFY DURASF.AL. QUANFX DURASEAL QUAN EX DURASEAL IG SPACER
DURASEAL LL F-w }OCL m
IG SPACER IG SPACER /IG SPACER IG SPACER Z Z 2 2 Q of W O O
/ O 0I'_0 MF,W
f 46 SIKAFLEX 552 OR 148 SIKAFLEX 552 OR (qg SIKAFLEX 552 OR qg SIKAFLEX 552 OR p Z—(n?Z a
PURFECT GLAZE"H" ` PURFECT GLAZE"H" Y PURFECT GLAZE"H" PURFECT GLAZE"H" ZZ O Z U Uj Z j U-
� ?�0WO=0Z
3 D > a- 2E OW
,„..,"J.�,I i ' I i t F-i U F—Z Ui
43 ( 43 - 43 s I 43w OO��0w Ow
Cif 0 co
p w � w3 .Wcn
�h a ��'a
---.--._.... __._....
6 ......... 6
tµt�iurrrrr
2 �yy 2 ��tt�t,ORFN 7'rr'4
J
No 53201 •'�
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D Q:, STATE OF
FIXED LITE FIXED LITE SASH LITE SASH LITE
i�'�ss,/ONAU��O�p
�111(telrnttl,
zz
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
-----._._...........__...........................
ORFNJN 6Y: DATE:
ADE 06/22/09
DWG 9: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS485 C
SCALE: SHEET
1:1 2 OF 7
......._.--..._....._...---- --._..._..__..__....._....
DESIGN PRESSURES FOR EQUAL SPLIT"OV CONFIGURATION WITH GLASS TYPE A OR B(FIXED)AND GLASS TYPE C OR D(SASH) col9bo
Unit Unit Width WINDOW SYSTEMSJ
Height 23.500 25.500 27.500 31.500 35.500 39.500 43.500 47.500 49.500 52.000 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
25.500
+70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 www.cws.cc
27.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0
29.500 +70!0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/;120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 8100 PVC
31.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-118.1 SINGLE HUNG
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/-102.7 < z ¢z
U
39.50owo owoO
. . . . . / . . / . . / . . / . . J- . + 0.0/-110.4 +70.0/-104.9 +70.0 -98.6 z w�o ¢Fzw
w zoz cLF-
o O41.500 +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 rw zF
?:2=
z zx2aQ�=O�43.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0J-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 O O F-O cj¢
O Uco I-Z LF-tn D.
47.500 +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/-109.3 +70.0/-97.0 +70.0/-91.8 +70.0/-86.1' z p O z U-
I-zw2ZOwZ
49.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-106.5 +70.0/-94.4 +70.0/-89.3 +70.0/-83.7 >- <¢O w I`-!z O-
vi
51.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0 J-119.7 +70.0/-104.1 +70.0/-92.1 +70.0/-87.0 +70.0/-81.5w 0 0 cc u,1)w w
53.500 +70.0/-120.0 +70.0/-119.1 +70.0/-118.9 +70.0/-118.9 +70.0/-118.9 +70.0/-117.4 +70.0/-101.8 +70.0/-89.9 +70.0/-84.9 +70.0/-79.4 a z=D_ �0z
=t-a ww`n
55.500 +70.0/-113.1 +70.0/-111.2 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-99.8 +70.0/-88.0 +70.0/-83.0 +70.0/-77.6 o h o 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
61.500 ,,�' ..........?
+70.0/-95.3 +70.0/-92.7 +70.0/-91.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-83.1 +70.0/-78.2 +70.0 J-72.9 L`?.LGEF1Sc G}✓'�
63.500 +70.0/-90.5 +70.0/-87.8 +70.0/-85.9 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-81.7 +70.0/-76.9 +70.0/-71.6 J' No 55201
;t
65.500 +70.0/-86.2 +70.0 J-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 'p 8TATE OF ¢=
c
'.�-2-�--�.'. O��c'-.1 p H 1 L�'•�,ate=`�
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 +7-
67.5/-67,5 x,11
CW:ORSTfCASE NARIO Z�
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
_............................_........_..._....._...__........._........
DRA`NN 9Y: L'A'iE:
ADE 06/22/09
DWGA: REV_
CWS-485 C
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, SCALE SHEET
j 1:1 3OF7
...............................................--..................................._......................................_......._..._...__............
WINDOW SYSTEP95
1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
www.CWS.CC
8100 PVC
1,1 G) s a)38(z7i 6 45 9 SINGLE HUNG
O NON-IMPACT
o ........._......_
144
Q z � <Z�
0 W O Q"0 W
Z W-1
w ZOz G1--t
43 r� 26 ---- a LL O F-Ill
Z Z=ma�w00
a4.._..__. O0 0E-0varu~ia
Z OUr ZZ�Ucn
�?0 �OD.0
43 144 39 � �Q>_ F-Z'
of m 34 W O O cr u)O W O W
SECTION VIEW B-B Z in ww O-1 in r
25 _ _„� 32 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o _~K w w
RIGHT SIDE SHOWS SASH SECTION VIEW. a a x n.
2
HWvtfr
�1`10 RE W rTf4
4 1 INTERIOR �;�P`'yi••••'•sr G,'%y
...
$ ✓
Q �v: Ne 5821
19 'P8TATE OF :4'j
50
C7NA'-`'�,��
I
I
5 ZZ
1 q — 38 9/22/2017
4
p LUCAS A.TURNER,P.E.
�J FL PE#58201
1239 JABARA AVE.
'Is NO PH.9411-RTH 8 288
80-574
O
SHEET DESCRIPTION:
14
SECTION VIEWS
SECTION A-A -_..._..__.._._._._..._........_.._...................................
DRAWN pY: DA'iE:
ADE 06/22/09
DwG#: REV:
NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS-485 C
10,12-13.15-16,18,20,22-24,28-29,31,37,41,47.48 SCALE: SHEET
1:2 4 OF 7
._._.......................----..............._._._-......_..._........................_...-.......--...-.......-...............-................................._..............._...._............... -------------._....-----....--.--....................-......................-_._...._......................
-
PARTS LIST FRAME CORNER /� �
ITEM PART# DESCRIPTION VENDOR MATERIAL 3118" -{ CONSTRUCTION l! fagbm'L/e(/�
1 H-1497 Reinforcement for STIR KEYMARK ALUM WINDOW SYSTEMS�LL(�I%�)
2 H-1836 Alum.Fixed Meet.Rail KEYMARK ALUM 7 1 15.`° -{
1900 SW 44TH AVE.
3 H-1699 Reinforcement for SBR KEYMARK ALUM �_ LJJ 9 OCALA,FLORIDA 34474
4 H-6004 Sash Side Rail MIKRON VINYL —{6 wwW.CWS.CC
5 H-6027 Sash Top Rail MIKRON VINYL 211!16" 1116„
6 H-6028 Sash Bottom Rail MIKRON VINYL 1116'
7 H-6031 Frame Head,Fig,Single Hung N41KRON VINYL I� L CORNER WELD 8100 PVC
(ALL SIDES) SINGLE HUNG
8 H-6031 Frame Sill,Flg,Single HUng MIKRON VINYL L 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 ¢ z ¢z 3:12 P-3059 Sash Cam BSI PLASTIC z O w 0 <w CI 0
Z 0 0 <I- w
14 P-3113 SCrewSU port T.PLASTICS NYLON 17 w z O z 0-II z r
17 P-4638 #8x2 1/2"Ph Modified Truss Type A TEK2 FASTENAL STEEL 1 3116" 2 3'16" o P w z O��L
19 P-3218 Screen Frame ACEMETAE ALUM 4 T_ O O L=-O Q G=OF�
21 P-3228 Screen Spline DAPA VINYL I 71- O 0u)~z D_L-rn a-
FIXED MEETING RAIL 0 Z—rn z_ O co
22 P-3295 Take OUt Cli BSI SS " ^ 1" SCREWED TOGETHER WITH z O U` U Uj U—
� OUTERFRAME Q F-Z �Z O wU23 P-3321 Screen Corner Ke ALLIAETAL PLASTIC I u- U_ z_
24 P-3342 Seam Sealer SCHNEE 1116 1116 1,$ of g G U L-I F z
LD
25 P-3352 Set.Blk,85 Dur.1/8'x 5/8"x 2" FRANK LOW E RUBBER r w O o�>i o w w
26 P-3429 Ws .,0.270 x 0.187 back FinSeal ULTRAFAB PVC SASH SIDE RAIL z a- O 0 n~
PVC SASH MTG.RAIL o_ = G O-
H-6027 w F 0 a.z 2}
27 P-3541 #8 x 1/2 Pan Head,Tek FASTENAL STEEL H-6004 of = 0: w s w o
28 P-3581 Screen Cloth BETTERVUE FIBERGLASS o ~ a_ w o_
30 P-3752 I Hole Plug M&M NYLON ,uuinu,
p `�oApORE
[34
P-3783 Im act,Lock INTERLOCK 1 1!2° ,
P-4051 #8 x 1 1/4"Ph Fh TEK,W ht. FASTENAL STEEL �''`G g pi s Gq,''
P-4069 Impact,Keeper INTERLOCK ZAMAC 311°" a411 5/s" .`�J� N° 55231P-4264 #8 x 5/8",PH Flat Head,Tek FASTENAL STEEL P-4479 Weepcover M&M PLASTIC 2118 1/16" --38 1Sly, STATE OF °4:
P-6029 Sash Stop MIKRON VINYL v ^ - 01C �S 1498 Reinforcement for SSR,SBR KEYMARK ALUM : �o .. o A.1S-6013 Screen Support MIKRON VINYL REINF.SBRB/SSR REINF.SSAS4H9TOP RAIS-6014 Screen Catch MIKRON VINYL MEETING RAIL
S-6029 PVC Sash Stop Iv11KRON VINYL H-1836
S-6063 Fixed Rail Cover IVIIKRON VINYL
S-6064 Glazing Bead MIKRON VINYL Glass(See Sheet 2) I'
45 P-2190 Block&Tackle Balance BSI 9/22/2017
46 SikaFlex 552 or Purfect Glaze"H" SIKA/HENKEL
47 #10 x 1 112"Panhead SPAS FASTENAL STEEL LUCAS A.TURNER,P.E.
FL PE#58201
48 Flat Washer 9116" FASTS - 1•S. EL 1 118° 1 118" 1/2" -- 1239 JABARA AVE.
50 P- s 420 x 0.187 ULTRAFA 1/2' 5116"- 3/16" NORTH PORT,FL 34288
41 l� f- 3"---{ PH.941-380-1574
7/$" 15L1G 13116" 14 SHEET DESCRIPTION:
I - -.045' � T'
1116" 1/16
" 1116" i
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 DRA41 J 3Y'': )ATE:
ADE 06/22/09
DWG d: REV:
ITEMS NOT USED: CWS-485 C
LINE I
13,15-16,18,20,29,31.49TESO USED:
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 5 OF 7
..............._.-................._................-----...................._..............--.........._..-_.-.._._.................-._._.........................................._.............. -----
Y �
� wlNDow sysr�ls
-{'''� 1900 SW 44TH AVE.
6"MAX.(TYP.) 14"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
- -- ENOTE2 WWW.CWS.CC
6"MAX.(TYP.)...........
-- - 6"MAX.(1"YP.) 14"MAX.O.C.(TYP.)
6"M:AK(IYP.)- I 8100 PVC
INSTALLr-- -- -- SINGLE HUNG
ANCHORS(TOYP.) NON-IMPACT
1 I
12 1/2" i I
MAX.O.C. Q Z Q Z '
n w O p
(TYP.) F O W O O
Z,--
Z O Z w i z L-
16" �- Q F Lu
0 �m
INSTALLATION ANCHOR I MAX.O.C. LL z=
CENTERLINE OF MTG RAIL I ! Z Z=:Q D=w 0 0
(TYP.) ,(- ,?YP.) -_--� ---------- � —MTG RAIL CENTERLINE 0 O F-O U aQ X F_a
6-(TYP.) Z Z-zjcnzl-Utq
O Oai O
fi"(TYP.) } Q�owpm0?
/� a-(TYP.j V L� i
F->_ ?r O tr
O O
4112'(TYP.)--I I ! -wa. Z f/1 W O W N H
4 ' 4 w =�° w�W�
a F a w a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ��. AGE;S'•. Q�y
HEIGHTS OVER 62" HEIGHTS 62"AND UNDER
v; N. 53271
STATE OF
:4cFc
•<cR I
G.
NOTES: Y'Y``
1.li ISTALL 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. L
3.ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 9/22/2017
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,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 ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ------ F7.*--'--__E_lk---�---------.-'
DRAWN 3Y: L'ATE:
S.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. Dvvca: 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: CWS485 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANWMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 6 OF 7
...._...._........--........_._.........._..... �� _ ................................................._................._.................................-_.._.._.............._........—_..._..._._._..... ---....._.__...._........_............._._._._.__..................................--._..............._..._._.__...................
...._._..__.._._.._.._.......- _-/._(../...�.�
TYPICAL HEAD ANCHORAGE ((�(YtYAYCLIL/UU(1'(j rj"j/
�, MIN.EMBEDMENT SEE TABLE SUBSTRATE WINDOW SYSTEP4��S ll�/I
--_
MIN.EDGE DIST. BY OTHERS1900
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE I OCALAA, LTH AVE.
CAFLORIDA 34474
SUBSTRATE BY OTHERS-- W W W.CWS.CC
SEE TABLE 1 �ti it
I MIN.EMBEUMENI' I
PERIMETER SEALANT SEE TABLE 1
% T MIN.EDGE DIST.
SEE TABLE? 8100 PVC
BY NSTALLER I
NS DE AND OUT -"-""--'-"--' /' ._ _.__._._.......... 1 SINGLE HUNG
-- -._..._..._._............ `
SEALANT BEHIND
G7 SEE TABLE ON ANCHOR-....._. ..................................... NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM }
Q Z ¢Z
aI_ o W O Q F o W
o zaOiz 0a
PERIMETER SEALANT LL F-W Z F3:g=
BYINSTAI..LER Z Z=z¢Of w 0 0
INSIDE AND OUT O O I-O Cj Q=F IY
INSTALLATION ANCHOR U U Z d.F Zn a
SEE TABLE 1 SEALANT BEHIND Z O O O Z F U)FLANGE BY INSTALLER ¢ Z U O 0 Z
F -ILS_
HORIZONTAL SECTION :2 Q0 F~F Z
7J TYPICAL JAMB ANCHORAGE W p Jp�>_ W O w
of LL O_jcnF-
EL a
Z =F0 W2WN
1/4"MAX.SHIM a F a w a
SEALANT BEHIND
FLANGE BY INSTALLER-\
— I
PERIMETER SEALANT I MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 Sv Nc 55^e01
INSIDE AND OUT ( L
STATE OF W
SUBSTRATE BY OTHERS O'��••'�( L,I^•',•\���
SEE TABLE 1 1- MIN.EDGE DIST. ✓ �.��' O
SEE TABLE 1 l.,j let I rOMA est ��,
VERTICAL SECTION
7
TYPICAL SILL ANCHORAGE __
O 9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATETYPE ANCHORTYPE MIN MBEDMENT MIN.EDGE DIST. FL PE#58201
1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1" 1-1/8" BYRINSTAL ER SEALANT - -� NORTH ORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" NSIDE AND OUT /C� HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" J SHEET DESCRIPTION:
7 BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" SIMILAR FOR SILL AND JMJIBS FOR BOX INSTALLATION
3/16"ITW'TAPCON �.>.. �� INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, --N- -- -----------
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: BRAW3Y: oArE:
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" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS485 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 7OF7
Page 3 of 21
CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS
Quantity
Opening 3 Width 30
House Location 1st Floor Height 66
Room Location
Family roots DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size 81 - 100
Grid Option No Grids Frame Extruded Modified Vinyl
Privacy Glass See through glass, no Privacy Style Single Hung CWS V
Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100
Glass Manufacturer Custom Window systems - Vinyl
Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090
Grade High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating'panel
Details NON IMPACT WINDOWS
CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS
Quantity
Opening 4 Width 30
House Location 1st•Floor Height 66
Room Location
Breakfast table DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size 81 - 100
Grid Option No Grids, Frame Extruded Modified Vinyl
Style Single Hung CWS V
Privacy Glass See through glass, no Privacy Series WindPact Plus Series 8100
Does this glass need to meet Turtle Code No
Glass Manufacturer Custom Window systems - Vinyl
`
Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090
Grade : High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating panel
Details .NON IMPACT WINDOWS .
CUSTOM WINDOW SYSTEMS VINYL WINDOW19PECIFICATIONS
uantity-
Opening 5 Width 30
House Location 1St Floor Height 66
Room Location
breakfast table DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size - 100
Grid Option No Grids Frame Extruded Modified Vinyl
Privacy Glass See through glass, no Privacy Style Single Hung CWS V
Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100
Glass Manufacturer Custom Window systems - Vinyl
Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090
Grade High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating panel
Details NON IMPACT WINDOWS
This space intentionally left,,i ank'
j �i I
LeapToDigitalxom 1.4.24
Page 4of21
CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS
Quantity
Opening 6 Width 30
House Location 1st Floor Height 66
Room Location Breakfast table DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size 81 - 100
Grid Option No Grids Frame Extruded Modified Vinyl
Privacy Glass See through glass, no Privacy Style Single Hung CWS V
Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100
Glass Manufacturer Custom Window systems - Vinyl
Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090
Grade High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating panel
Details NON IMPACT WINDOWS
CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS
Quantity
Opening 7 Width 30
House Location 1st Floor Height 66
Room Location Breakfast table DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size .81 - 100
Grid Option No Grids Frame Extruded Modified Vinyl
Privacy Glass See through glass, no Privacy Style Single Hung CWS V
Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100
Glass ' . - Manufacturer Custom Window systems - Vinyl
Insulated Impact -- .Low E 366 with Argon Interlayer Type PVB090
Grade High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating,panel"
Details NON IMPACT.WINDOWS'.
CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS
Quantity
Opening 9 Width 30
House Location 1st Floor Height 66
Room Location
Dining roots DLO United Inches 96.00
Frame Color White in/White out (extruded) Group Size 81 - 100
Grid Option No Grids Frame Extruded Modified Vinyl
Privacy Glass See through glass, no Privacy Style Single Hung CWS V
Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100
Glass Manufacturer Custom Window systems - Vinyl
Insulated Impact -- Low E 366,with Argon Interlayer Type PVB090
Grade High Impact HVHZ Energy rating Energy Star
Screen Full screen over operating panel
Details NON IMPACT WINDOWS
,This space intentionally left,blanic- J
t .
•
JI
:
14
LeapToDigi[al.com 1.4.24