HomeMy WebLinkAboutProduct Approval 7/24/20119 Florida Building Code Online
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL17234-R5
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
f
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative -Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
, Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https:/Iwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4715b55YPipyNwc581w°/p2fgByYQ°/p3d%3d 1/2
7/24/2019 Florida Building Code Online
Date Submitted 08/22/2018
Date Validated 08/27/2018 '
Date Pending FBC Approval
Date Approved 09/06/2018
Summary of Products
FL Model,Number or Name I Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf
Approved for use outside HVHZ:Yes FL17234 R5 C CAC CAR 138-1306.pdf
Impact Resistant: No ((( FL17234 R5 C CAC CAR 138-1379.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel, Max.size 53 1/8"x 76", i 11/30/2019
Fin, Flange, DP+50/-50 PSF. Glass complies with ASTM E1300- Installation Instructions
04. FL17234 R5 II CWS-935C(SH-610,NI)_pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17234 R5 AE EvalRep CWS-935C(SH-610, NI)_pdf
{ Created by Independent Third Party: Yes
Back Mext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copy.Light 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® cCfiei:k
Credit Card
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hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4715b55YPipyNwc58]w%2fgByYQ%3d%3d 2/2
SINGLE HUNG - NON-IMPACT GENERAL NOTES:1.THEPRODUCTSHOWNHEREINISDESIGNEDAND
(SHOWN W/DIFFERENT OPTIONS WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) W W W.CWS.CC
54 3/8" 54 3/8" 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 610 PVC
53 1/8" 53118" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT W IDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT
49 1/16" 491/16• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
TABLES ASTM E-1300-04. m n
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT !a` ^ F
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o p
SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR j
77 t/a" 771/4" CALCULATIONS. w w w m
FLANGE FLANGE '
HEIGHT O HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT O z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE °u° O
B I B O 423/16" DEBRIS REGION. 0
76" I GLASS DLO
MAX 34 GLASS1
I OLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT w a w O
HEGHT 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢
C a
MAX O w IL
UNIT 8.SERIES/MODEL DESIGNATION SH-61 U. ❑ O
I B HEIGHT p 3 o W
7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z n ❑
O X=OPERABLE SASH,0=FIXED SASH U m ¢ O
7 / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A ,�������I I z
MAX X I I D7 SIMILAR LOCATION. ' ���PoDRE4y T�i���
SASH I I 30 1/6" X 27 3/16" 11.EXTERNAL W EEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM +`+i�- '�0 E N g'•GHQ lip
MAX GLASS DLO +CJ �. F'.Z
HEIGHT I 34 5/16" +
SASH BOTH ENDS. +J: t'
GLASS DLO ;v� :�
HEIGHT No 5B201
_L_tJD / ?*• * *-
Lucas A.Turner
I 2016-02-23 �Q':• STATE OF -'All
D I GLASS DLO 09:29-05:00 i00 0"-
4 O R 10 P' N
7
7C as 1s/1s" I,4S�ONA��c,,`,
A MAX SASH WIDTH
47"
GLASS DLO ORIEL 2/23/2016
LUCAS A.TURNER,P.E.
AiC SASH WIDTH FL PE#58201
EQUAL SPLIT 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
AL NOTES
TABLE OF CONTENTS CONFIG. MAX. UNIT EXTERNAL SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING GENELEVATIONSAND
GENERAL NOTES&ELEVATIONS DRAWN BY: DATE:
DP CHARTS..........................................2 QUAL 37"x 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVESECTI NONE DWGp: REV.:
EXTRUSION&B.O.M........................5 53-1/8"x 76" "2011 ANALYSIS CHART, SHEET 2 CWS-935 C
ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL SCALE:
INSTALLATION DETAIL.......................? •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 SHEET
1 OF 7
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D
Unit_ Unit Widths in.) �TIl1((� jj�TW7•
Heights in. 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
35 1 +50.0/-75.0 +5 .0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +s0.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/75. +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
W W W.CW S.CC
41 112 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.O/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +SO.O/-68.9 +50.0/-66.2 610 PVC
51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT
55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5
59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.D +50.0/-75.0 +50.0/-75.0 +50 - 5.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 <2 n ,2
63' 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 s0.0/-71. +50.0/-71.6 +50:0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 _o n_ n di
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 a a - a
67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y Y
71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 1 +50.0/-56.5 1 +50.0/-56.5 1 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 }
w w w m
74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4
76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-so.0 J LL p
N Q rn
J ¢ O w
J
w � wa � Q
Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed o w ¢
Unit Unit Widths(in.) a o U)
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 < z n 0
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 0 m ¢ z
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 ���� PStORE11, T��O
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 ��•�VPy•��C E N 3F GS,2��'
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 ?v:• No 58201
51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1
53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 =ro
55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 1.0C STATE OF
59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50,0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ��F c<O R 1Q P N_��,
63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 �� N A 0_0� 1,,
65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 �Z
67 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 1 +50.0/-50.0 +50.0/-50.0 1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50,0/-50.0
71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50A +50.0/-50.0 +50.0/-s0.o +50.0/-50.0 2/23/2016
74 3/4 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E.
76 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE
CHARTS
DRAWN HY: DATE:
ADE 08/09/14
DWG N: REV.:
NOTE: CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, SCALE: SHEET
1:1 2 OF 7
WINDO�(L(U/T�
WINDOW$YSTEhIS
1900 SW 44TH AVE. -
OCALA,FLORIDA 34474
www.cws.cc
610 PVC
SINGLE HUNG
NON-IMPACT
2 �2 �
onnui
o a o ❑
wW w m�
w
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7!8"OVERALL to
U Z
1/8"ANNEALED 118"TEMPERED 3/16"ANNEALED F-3/16"TEMPERED
T O
55 � W
5/8"AIRSPACE 518"AIRSPACE 1/2"AIR SPACE V2"AIRSPACE ,a N Z j
Lu
1/8"ANNEALED 1/8"TEMPERED —3/16"ANNEALED 3/16"TEMPERED w ¢ a O It
O w ¢
SIKAFLEX 552 OR SIKAFLEX 552 OR ❑ U
46 pURFECT GLAZE°H" 46 SIKAFLEX 552 OR 46 pURFECT GLAZE"H" 46 SIKAFLEX 552 OR o 3 ¢o
PURFECT GLAZE"H" PURFECT GLAZE"H" w
Q z ❑
518"GLASS BITE 5/8"GLASS BITE 518'GLASS BITE —5/8"GLASS BITE U m ¢ Z
E NSF••.2'.
°;v t No 58201 •'��
OS STATE OF
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED
2/23/2016
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 08/09/14
DWG#: REV.:
CWS-935 C
SCALE: SHEET
1:1 3 OF 7
INTERIOR p��°�®��
WINDOW SYSTEMS
1900 SW 44TH AVE.
2 14 T
2, 9 32 13 2 OCALA,FLORIDA 34474
0
www.cws.cc
0 34 610 PVC
SINGLE HUNG
PACT
NON-IM
a D a � 0m
0 9
8 o a o 0
9 8 35 33 3 10 Y Y Y
SECTION B-B w w w m
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, O Z
RIGHT SIDE SHOWS SASH SECTION VIEW. m O
N v (n
49 48 ��`+ Z >
W
7 6 32cc
Il fl w ¢ a
II II o cr
rr
o- a INTERIOR 4 f _j O m ¢ Z
l'l lfll l I d+++IUU/p
30 D- O 43P NOReH...........
T����
5
3 II�.� � ' GENS GQ4i
�- � �_ :J��•� 5821 6 23 18 0 33 tl tl u l�(- �v� No
JD�
STATE k/OF
I I rypp r J .�,,D
35
p 44 o'f,iS7 AL
31 +hn�p Htt
22 L ' (' 0 2/23/2016
3' y 32
12 1 LUCAS A.TURNER,P.E.
6 f' 46 SECTION D-D FL PE#56201
�' u11 DEEP POCKET UNI-FRAME 1239
4 ❑ NORTH PORT,FL 3 288
3 �p 2 8 PH.94 1574
SHEET DESCRIPTION:
NOTES:
0 0 FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
AND STANDARD FRAME TYPES.
SECTION A-A SECTION C-C
880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: DATE:
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14
AND UNI-FRAME SHOWN IN SECTION B-B)
•EXTERNAL REINFORCEMENT REQUIRED ON DWG#: REV.:
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SCALE: SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38.41 S-2001. 1:2
40F7
ITEM PART IDESCRIPTION MATERIALI VENDOR 31/2— FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTERFRAME PVC ATN 3 7/16"
2 H-6125 JAMBS OUTERFRAME PVC ATN g/76° �13/18"-{ Q179m.
3 I WINDOW SYSTEMS
3 H-6126 SIL OUTERFRAME PVC ATN qr7
1 21/16" 23/8" 21 1900 SW 44TH AVE.
4 H-6132 SASHSIDERAIL PVC ATN5 H-6136 SASH BOTTOM RAIL PVC ATN WWW. WS.CCFLORI A 34474
1/16' 1116" 1/16" WWW.CWS.CC6 H-6137 FIXED MEETING RAIL PVC ATN7 H-6138 SASH TOP RAIL PVC ATN 9/16" 3 7/8" p REINF.SSR HD(LLLjj((���� S-20068 5-6141 GLAZING BEAD PVC ATN 0 CORNER WELD(ALL SIDES) 6�O PVC
9 S-6142 SASH STOP PVC ATN 0 1:8
10 5-6143 SCREEN ADAPTOR PVC ATN 3�/4 {� --{' SINGLE HUNG
11 P-5085 WSTP QLONBULBVINYL AMESBURYL 20 NON-IMPACT
12 P-5086 WSTP QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13/16"
13 BALANCERS-CONSTANT FORCE FIT 562 CALDWELL H-6125 PVC FRAME SILL 050"
14 P-5392 SASH TILT LATCH NYLON CALDWELL H-6126
15 P-5393 PIVOTCARRIER NYLON CALDWELL INTERLOCK n n F
16- P-5396 PIVOT BAR 55 CALDWELL S-2001 ao a o a
17 P-3515 #8x5 8 PHIL FLAT WHITE SMS STEEL FASTENAL 5/16" 5/16"— 13/8" 3/4"
8 FIXED MEETING RAIL
18 P-4146 q8 X 3 4 PHIL FLAT tek STEEL FASTENAL 'I— 10 w w w m
15116" .050° 9 5/8" SCREWED TOGETHER R WITH
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 1/16" OUTERFRAME
20 S-2001 INTERLOCK RAIL ALUM ASCEND L 074" 3— 1:8 m ZO
21 5-2006 REINF SASH SIDE RAIL,HD ALUM ASCEND J v (A
PVC GLAZING BEAD V5
22 5-Z007 REINF BOTTOM RAIL ALUM ASCEND 5-6141 PVC SASH STOP PVC SCREEN ADAPTOR
S-6138 5-6143 w
¢ QO
d
23 5-2008 REINF FMR ALUM ASCEND W
24 S-2009 IREINF,TOP RAIL ALUM ASCEND F-
25 S-2011 REINF EXTERNAL ALUM ASCEND 17/16• �If 21/B 17/16^ �1 77/16" p 2 w L)
26 P-5388 LOCKS NYLON LAWRENCE q �� D 6 T 7^ 0 3 o N
27 P-5369 KEEPERS NYLON LAWRENCE 5 I ¢ z � �
28 P-4779 WEEP COVER NYLON M&M 17/I16" 17/16" 17/8' 17/16"
29 P-5397 FMR ENDCAP NYLON M&M 1/16 I 1/16" I 1/16^ 1/16 U m Q Z
30 P-5400 COVER FMR REINF. PVC TEAM PLASTICS JLl— LLB jl_
31 HOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL �`0 P3+OREW
PVC SASH FMR PVC SASH TOP RAIL
32 P-3305 WSTP. .270X187 SOFTTOUCHFIN ULTRAFAB H-6132 H-6136 H-6137 .H-6138 OPevICENSF,,.Q'Li�'
33 P-5425 WSTP .200 X 5 8"X 5 8"DUST PLUG ULTRAFAB �-z No 58201
34 P-5390 HOLE PLUG NYLON
35 GLASS SEE SHEET 2
1 3/16" 1 5/16"1 9/16" r 1 3/16"� 3/8'
9116" 9/16"- I '
36 P-4638 q8 X 2-1/2 PHIL TRUSS tek STEEL FASTENAL
23 2q 2 �9� STATE OF tlJ�
37 P-3218 SCREEN FRAME ALUM FLA SCREEN L— 7/8" �0�,° P .=:C/
38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1116" � �S.C p R
40 P-3029 SCREEN LIFTS E DAPA
SUMMIT REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL ONA�
5-2007 S-2008 S-2009 3-2011
41 P-3033 SCREEN SPRINGS FLA SCREEN
42 BALANCERS-CONSTANT FORCE RT 880 3 7/16"'
43 H-6157 HD FIXED MEETING RAIL PVC VISION 1 11/16 2/23/2016
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION O LUCAS A.TURNER,P.E.
1 13/16" 1 5/16"
45 H-2115 REI Nf HD FMR ALUM KEYMARK JJ��(( 44 FL PE#58201
46 5-6216 UNI-FRAME SI LL POCKET INSERT - PVC VISION �]u } 46 123HPORT,FL34
♦� 2 1/16° 2 t/e' 43 45 NORTH PORT,FL 34288
47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION F
1/16" 11/8" 1/16^ �Q 73/16" PH.941-380.1574
48 P-3783 LOCKS IMPACT STEEL INTERLOCK 39/16" Q � I1/16"
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK 1116" SHEET DESCRIPTION:
PVC SILL POCKET INSERT REINF.HD FMR
S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
H-6157 6005A-T5
DRAWN BY: DATE:
ADE 08/09/14
PVC FRAME 1— 1/16 DWG#: REV.:
H-6193 %/16"
CWS-935 C
sc
PVC SCREEN RETAINER ALE: — SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. S-6217 1:2 5 OF 7
MIDPOINT @ WIDTHS OVER 37" WINDOW SYSTEMS•
6"MAX.(1YP.) 4"MAX.(TYP.)--{ 8"MAX.U.C.(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) I -SEE NOTE 2 W W W.CWS.CC
610 PVC
SINGLE HUNG
MAX.O.C. NON-IMPACT
O (TYP.) O
14 112"
MAX.O.C.
o n n u
(TYP.) o a o 0
1 � �
INSTALLATION w_ LU LU m
ANCHORS(TYP.) Z
3"(TYP.)
T3"(TYP.) co
/\ Z LU
INSTALLATION w w O Q
ANCHORS(TYP.) ¢o O o a_
o Lu ¢
U
j o w a W
a z m o
U m ¢ O
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ���uuu� z
(NO SILL ANCHORS REQUIRED] OREW
JGP: CENS'-.tiQ��
58201 :'P:
=*e * t*Z
NOTES: ^'o
O, STATE OF :4/
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. O��
ONA
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016
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.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
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
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-1 X BUCKS ARE SHE ET DESCRIPTION:
OPTIONAL. ANCHOR SCHEDULE AND
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. NOTES
DRAWN eY: 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 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. TWO x: 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-935 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 6 OF 7
MIN.EMBEDMENT SUBSTRATE (l r(/](CN /m] }f)•I./�(/Q
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS L�1C9(!'[a11(Yl1Uuu(Y I�\n�/�I
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST.SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 114"MAX.SHIM SEE TABLE 1 W W W.CW S CC FLORIDA 34474
SEE TABLE 1 C� MIN.EDGE DIST.
7-1
SEE TABLE 1
MIN.EMB
PERIMETER SEALANT SEE TABLEDMENT INSTALLATION ANCHOR o 610 PVC
INSIDE
BYINSTANDOUT 091 SEE TABLE I D SINGLE HUNG
SEALANT BEHIND MIN.EMBEDMENT
El a SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
�❑ II--�1 ---w u7 Lo
❑ Qeo I 1 PERIMETER SEALANT r w
PERIMETER SEALANT IU1 �000 BY INSTALLER a a M
BY INSTALLER INSIDE AND OUT o
INSIDE AND OUT INSTALLATION ANCHOR Y Y Y
SEALANT BEHIND SEE TABLE 1 w w w a}0
BY INSTALLER SEALANT BEHIND
INSTALLATION ANCHOR FIN BY INSTALLER O Z
SEE TABLE 1 L i HORIZONTAL SECTION C HORIZONTAL SECTION m 0
TYPICAL JAMB ANCHORAGE
7 TYPICAL FIN ANCHORAGE a LD
HEAD AND SILL SIMILAR FOR FIN INSTALLATION °o c� Z
cr
CA'
ONTINUOUS DBL 1/4"BEAD OF SEALANT w < w O
ROUND PERIMETER @ ALL INDICATED ¢ ( ao a
OINTS BETWEEN FRAME AND SUBSTRATE 0 w ¢
BYINSTALLER w
wz w1/4"MAX.SHIM m ¢ ZSEALANT BEHINDFLANGE BY INSTALLER o,PN0REWjPERIMETER SEALANT ;OGE NS'BYINSTALLER : No 58201 :-P
INSIDE AND OUT !SUBSTRATE BY OTHERS
SEE TABLE 1 "4 ;/C 0�� STATE OF :�44RAGE
EQUIRED ����F'.,C 0 R 10P'
Sl'ONAIloilo�ENG�.
TABLE I:APPROVED INSTALLATION FASTENERS In1a
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. I 1 n 2/23/2016
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"I1W TAPCON 1" 1-1/8" U Li LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN. 3/16"ITW TAPCON 1^ 2„ FL A#RA Al
) PERIMETER SEALANT 1239 JABARA AVE.
FLA GE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER NORTH PORT,FL 34288
LAN E GROUT-FILLED CMU(AST -90) 1-1/4 2.1/2 OD HORIZONTAL SECTION
M C 3/16"ELCO ULTRACON " " INSIDE AND OUT PH.941-380-1574
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"IT1N TAPCON 1 3/8" 7/8„ 7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TENS SELF-DRILLING SCREW THRU 0.060" ADE 08/09/14
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
FLANGE 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG p: REV.:
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-112" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SHOWN FOR FLANGE WINDOWS. SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 7 OF 7