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Florida
W.
s.. Product Approval
��.�;• L! USER:Public User
dr«r:!iexw.,s
Product Approval Menu>Product or Application Search>application List>Application Detail
FL# �FL1:7D234-P,6
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved JAN 3 0 1920
*Approved by DBPR.App ovals by DBPR shall be reviewed a d ratified by
the POC and/or the Comligiort:uf agcMay, Permitting
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
" Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category indows
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/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f471ajXkJUSbFPEJY35wuAXSJw%3d%3d 1/2
1/28/2020 Florida Building Code Online
Date Submitted 10/29/2019 r +
Date Validated 11/10/2019
Date Pending FBC Approval
Date Approved 11/12/2019
Summary of Products
F Model,Number or Name 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 R6 C CAC 138-1379.pdf j
Approved for use outside HVHZ:Yes i FL17234 R6 C CAC CAR 138-1305.pd i
Impact Resistant: No FL17234 R6 C CAC CAR 138-1306.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel, Max.size 53 1/8"x 76", 08/15/2021
Fin, Flange, DP+50/-50 PSF. Glass complies with ASTM.E1300- Installation Instructions !�
04. FL17234 R6 II CWS-935C(SH-610, NI)_pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports I
i FL17234 R6 AE EvalReport935C-2017.pdf
Created by Independent Third Party: Yes I
Sack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooynght 2007-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Sate
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f471ajXkJUSbFPEJY35wuAXSJw%3d%3d 2/2
GENERAL NOTES-
SINGLE
OTES SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND 11V-(T�lll1N(�J
(SHOWN w/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS
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" 531/8" NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NONIMPACT
49 1/16" 491/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
r
TABLES ASTM E-1300-04.
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT o n
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o a o O
SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
771/4" 771/4' CALCULATIONS. www m
FLANGE FLANGE -
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT 0 z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE = m
B I BO 423/16" DEBRIS REGION. w e Ln
76" I GLASS DLO "a N Z >
MAX 34
UNIT CLASSIDLO 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINTw a w ¢
HEIGHT C 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 2 ¢
/ a a
I HUNIT EIGHT 8.SERIES/MODEL DESIGNATION SH-610. w ¢ L)
B / ❑ 3 ❑
/ I 7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z � o
C X=OPERABLE SASH,0=FIXED SASH V m ¢ :
7 / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A `,,ltltII�IT1% z
37 MAX
X I 7 SIMILAR LOCATION.
P,...... T •.
HEIGHT I I 30118" X 27 3/t6^ 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM ���GPf'.•��C E NS'-. Qti��,
MAX GLASS DLO
4 I
GLAS34 S DLO SASH BOTH ENDS.
D HEIGHT �v. No 58201 '.--P
r
_ Lucas A.Turner
STATE OF JW.
1 2016-02-23 'O' At
7 D I GLASS DLO7 09:29-05:00 �'•,�4 S.4 O R LOP �`�.�`
A as tsps" IF S;ONA�>0?�`,
MAX SASH WIDTH
47" 'z��
GLASS DLO ORIEL 2/23/2016
49 15/16"
LUCAS A.TURNER,P.E.
QUAL SPLIT FL PE#58201
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 GENELEVATIIONSAND
GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE:.
DP CHARTS....................................... < QUAL 37"x 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVE NONE
SECTION VIEWS..................................4 „ * DWG N: HEV.:
EXTRUSIONS&B.O.M.........................5 53-1/8"x 76 2011 ANALYSIS CHART, SHEET 2 CWS-935 C
ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL
INSTALLATION DETAIL.......................7 SCALE: SHEET
ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D �
Unit Unit Widths in.
Heights(in. 23 1/2 27 VL_ 29 1/2 31 1/2 35 1/2 39 1/2 1 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS Lpl(1f�71�
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 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/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
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/-75.0 +50.0/-73.1 W W W.CWS.CC
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 +50.0/-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/-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/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 o n n
6 1/2 +50.0/-75.0 + 72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50:0/-64.6 +50.0/-57.3 +50.0/-54.8 o n r` 61
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 ao a o 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 +50.0/-56.5 +50.0/-56.5 +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 rn
U Z
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/-50.0 J m p
N o (n
W N Z W
J ¢ O
w ¢ wa
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 ¢
U
Unit Unit Widths in. o w a W
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 c Z m
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 U m a z
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 PAOREW,T�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/-71.6 +50.0/-68.9 �P�'• �GENSFG�2�G
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 '..P
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 ,t
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
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 %9. STATE OF 4u:
:%O tv��
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 ��•��ct O R[G F����`�
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/-50.00���``
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 t50.0/-50.0 +50.0/-50.0 +50.0/-50.0 SS1'tirl[Nll
��
67 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
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/-50.0 +50.0/-50.0 +50.0/-50.0 +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 DESCRI I ION:
DESIGN PRESSURE
CHARTS
DRAWN BY: DATE:
ADE 08/09/14
DWG#: REV.:
NOTE:
CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. scnLE-- SHEET '
1:1 2OF7
WINDOW SYSTEMS
SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
610 PVC
SINGLE HUNG
NON-IMPACT
11 71Ln11>�_
'—
� T �aoo
Y Y Y
W W W fL
7/8°OVERALL 7/8°OVERALL 7/8°OVERALL 7/8°OVERALL (n
U Z
V8°ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16°TEMPERED J C3 O
5/8"AIRSPACE 5/8"AIRSPACE 1/2"AIRSPACE 1/2"AIR SPACE w N z >
1/8"ANNEALED 1/8"TEMPERED 3116"ANNEALED J ¢ O ¢
3/16"TEMPERED w ¢ a F-
CC
O w ¢
SIKAFLEX 552 OR SIKAFLSIKAFLEX 552 OR ❑ w
IL
46 PURFECT GLAZE'H' PURFECT
XGL GLAZE
46 SIKAFLEX 552 OR
46 PURFECT GLAZE"H° PURFECT GLAZE"H° 46 PURFECT GLAZE"H" o❑ ❑a w
a z ❑
5/8°GLASS BITE 5/8"GLASS BITE 5/8"GLASS BITE 518"GLASS BITE
U m ¢ O
Z
—— —— — — �P'��C1pREW'''"�
f No 58201
p.� STATE OF .'Af
S'� o R
,�'�
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED �s'�yNA
"1Z
2/23/2016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIP TION;
GLAZING DETAILS
DRAWN BY: DATE:
ADE 08/09/14
DWG#: HEV.:
CWS-935 C
SCALE: SHEET
1:1 3OF7
ITEM PART DESCRIPTION MATERIAL VENDOR 37/16" 31/2" � FRAME CORNER CONSTRUCTION /��y�J/7
1 H-6125 HEAD OUTERFRAMEFRAM PVC ATN ( 1 WINDOW
(S1S'O21(Yl!SYSTEMS 2 H-6125 JAMBS OUTERFRAME PVC ATN
❑ I 9/16" 13/16" (!u,
3 1900 S 44 SYSTEMS
3 H-6126 SIL OIDERFRAME PVC ATN 1 21/16" ❑��
❑Lj- 1 1900 SW 44TH AVE,
4 H-6132 SASH SIDE RAI L PVC ATN OCALA,FLORIDA 34474
5 H-6136 SASH BOTTOM RAIL PVC ATN 1/16" t
1/16, W ALA,FL RI6 H-6137 FIXED MEETING RAIL PVC ATN 9/16" 3 7/8" cC
7 H-6138 SASH TOP RAIL PVC ATN �� REINF.SSR HID
8 5-6141 GLAZING BEAD PVC ATN o S-2006 CORNER WELD(ALL SIDES) 610 PVC
9 5-6142 SASH STOP PVC ATN 0 1.8
10 S-6143 SCREEN ADAPTOR PVC ATN 3/4• SINGLE HUNG
11 P-5085 WSTP QLON BULB VINYL AMESBURY L 20 NON-IMPACT
12 P-5086 WSTP QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13/16
13 BALANCERS-CONSTANT FORCE RT562 CALDWELLH-6125 PVC FRAME SILL 050"
14 P-5392 SASH TILT LATCH NYLON CALDWELL Lij
H-6126
15 1 P-5393 IPIVOT CARRIER NYLON CALDWELL INTERLOCK o
S-2001 a a m a
16 P-5396 PIVOT BAR SS CALDWELL o o
k23
P-3515 H8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL 5116• 8 6/16,�-1 3/8"--1 3/q^ x Y Y
P-4146 HB X 3/4 PHIL FLAT tek STEEL FASTENAL I FIXED TOGEEE THER
RAIL � � � m
-r— iD SCREWED TOGETHER WITH www m
P-3028 SETTING BLOCK RUBBER FRANK LOWE 15/16" .050° 5/B°
11 1/16° OUTERFRAME D7
S-2001 INTERLOCK RAIL ALUM ASCEND L .074° !— 1:8 m ZO
S-2006 REINF SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD N o
S-2007 REINF BOTTOM RAIL ALUM ASCEND S-6141 PVC SASH STOP PVC SCREEN ADAPTOR N Z �
S-6138
5-2006 REINF FMR ALUM ASCEND S-6143 ¢ O ir
w
24 1 S-2009 IREINF,TOP RAIL ALUM ASCEND 1 7/16° 1 11/18, o o
25 S-2011 REINF EXTERNAL ALUM ASCEND
26 P-5388 LOCKS NYLON LAWRENCE q 6 —{7� 0 3 0 U)
27 P-5389 KEEPLRS NYLON LAWRENCE 1 18" 1 716' ¢ z O
28 P-4779 WEEP COVER NYLON M&M 1 7/I16" 17/16"
29 P-5397 FMR ENDCAP NYLON M&M I 1/16• I 1/16" 1/16° I Q z
30 P-5400 HOiMELFMRREINF. PVC SILICONE TEAM
TRUSLALPLASTICS
11-- JLJ f_ ..III �OREJV ',Pp�
PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAILJ�C,P•' TL
32 P-3305 WSTP..270X 187 H6132 SOFT TOUCH FIN ULTRAFAB H-6136 H-6137 H-6138 JVP••\\GENS..Z
33 P-5425 WSTP.200 X 5 8"X 5/8"DUST PLUG ULTRAFAd ;• No 58201 ••.1J'
34 P-5390 HOLE PLUG NYLON 1 5/16"
35 GLASS SEE SHEET 9/16• 13/16"� 9/16" 9/16°— x+13/16° 3/8, 'ro. '�-
36 P-4638 q8 X 2-1 2 PHILTRUSS tek STEEL FASTENAL 23 I_ (24
24 X904 STATE OF •i4l
37 P-3218 SCREEN FRAME ALUM FLA SCREEN 22 iFF
1/8"
38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1/16" 1/16,. 1/16^ ���,i�•ro4 O RDAPA 10P��?��J,,
40 P-3029 SCREEN LIFTS P-3228 SCREEN SPU E SUMMIT REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL ���ss'pNA; ?�`�`
S-2007 S•2008 S-2009 S-2011
41 1 P-3033 SCREEN SPRINGS FLASCREEN
42 BALANCERS-CONSTANT FORCE RT 880 3 7/16" y`
43 H-6157 JHD FIXED MEETING RAIL PVC VISION 1 11/16 2/23/2016
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION ❑ LUCAS A.TURNER,P.E.
45 H-2115 REINF HD FMR ALUM KEYMARK 113/16°�{ 1 15/16"
a4 I D� � � FL PE#58201
46 5-6216 UNI-FRAME SILL POCKET INSERT PVC VISION ❑ ' 46 43 1239JABARAAVE.
21/16° 2 1/8" I q NORTH PORT,FL 34288
47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION �� �.�111I/8° 1/16° Q 13/16"
48 P-3783 LOCKS IMPACT STEEL INTERLOCK 39/16" of--�'� L 1/16" PH.941-380-1574
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK p�a�oL 1 1/16° SHEET DESCRIPTION:
u PVC SILL POCKET INSERT REINF.HD FMR
a S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
I H-6157 6005A-T5
DRAWN BV: DATE:
ADE 08/09/14
PVC FRAME 1/16" DWG N: HEV.:
H-6193 7/16"
CWS-935 C
SCALE:
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER SHEET
S-6217 1.2 5 OF 7
MIDPOINT @ WIDTHS OVER 37" WINDOSYSTEMS•
8"MAX.(TYP.) 4°MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) SEE NOTE 2 4°MAX.(TYP.) OCALA,FLORIDA 34474
SEE NOTE 2 W W W.0 W S.CC
610 PVC
SINGLE HUNG
MAX.D.C. NON-IMPACT
O (TYP.) O
141/2" ,n
MAX.O.C. r
(TYP.) o r
Y Y Y
Lu w Lu m
/ INSTALLATION / w w w m
ANCHORS(TYP.) Z
Y(TYP.)
3"(TYP.) LLm O
v (n
Y V N Z w
„ ^ INSTALLATION w ¢ w O
ANCHORS(TYP.) ¢O cc C' n.
v W
O
W
� 3 � w
Q Z D
a O
ANCHORLAYOUT-(FLANGE) v m
INO SILL ANCHORS REQUIRED]
ANCHOR LAYOUT-(FIN) ������q��
J�% P140RE Iq,
v: No 58201 :�'A
NOTES: STATE OF ;4ylu�
moi, O R
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. � SfONA,EN�`�%
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.
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-1X BUCKS ARE SHEET DESCRIPTION:
OPTIONAL. ANCHOR SCHEDULE AND
7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1°FOR WOOD AND METAL. NOTES
DRAWN BY: 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 WINE)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. DWQ#: HEV.:
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 6OF7.,
MIN.EMBEDMENT SUBSTRATE (( rl!](�V7�® •�/�%�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERSVl9CYNJUIrk(nor/�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.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/AEE::]
W W W.CW S.CC
O MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT SEE TABLEDI INSTALLATION ANCHOR 610 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OU' p MIN.EMB SINGLE HUNG
SEALANT BEHIND �❑ SEE TABLE MENT NON-IMPACT
FLANGE BY INSIALLER 1/4"MAX.SHIM
❑ Qoo I 1 PERIMETER SEALANT W
PERIMETER SEALANTIU1 �ovv BY NSTALLER o a o
BY DE AND OUT
INSIDE
INSIDE AND OUT INSTALLATION ANCHOR Y Y Y
Lu w uj }
SEALANT BEHIND SEE TABLE 1 W W W m
y FLANGE BY INSTALLER SEALANT BEHIND W
INSTALLATION ANCHOR BY INSTALLER v Z
SEE TABLE 1 r� HORIZONTAL SECTION (_C_1 HORIZONTAL SECTION mLD
7 - N ' W
TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE- HEAD AND SILL.SIMILAR FOR FIN INSTALLATION .. Z >
jr 0 W
APB
OUS DBL 1/4"BEAD OF SEALANT w a F: W
PERIMETER @ ALL INDICATED ¢ p d
ETWEEN FRAME AND SUBSTRATE O w IY
Ll
LER a 3 0 u)
- 0a1/4"MAX.SHIM Um ¢ ZSEALANT BEHINDFLANGE BY INSTALLE �PN1111111PERIMETER SEALANTBYINSTALLER
INSIDEAND OUTNo 58201SUBSTRATE BY OTHER _* * ••*-
SEE TABLE 1 VERTICAL SECTION 'D
:9; STATE OF
7 TYPICAL SILL ANCHORAGE �O,<,•••q� pP,: �
NO SILL ANCHORS REQUIRED i��(�s• O R 1 Cj=,
TABLE 1:APPROVED INSTALLATION FASTENERS �❑a ~�
n n
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2/23/2016U Li
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"INV TAPCON 1" 1-1/8" LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU IT 17 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM 0-90) 3/16"ELCO ULTRACON 1-1/4" 2.1/2" INSIDE AND OUT rp'� HORIZONTAL SECTION PH.941-380-1574
3/16"INV TAPCON 7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8" 7/8 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
15 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD ADE 08/09/14
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG N: HEV:—
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
IFIr 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 935 C
SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 7 OF 7