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Product Approval ���,�
.:USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail .
' FL# FL17234-R6
Application Type Revision
Code Version
Application Status Approved
RECEIVED *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
JAN 0 9 2020
Comments
Archived ST. Lucie County, Permitting
Product Manufacturer Custom Window Systee C.
Address/Phone/Emailuefi e
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 Win
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
0 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/29/2019
Date Validated 11/10/2019
Date Pending FBC Approval
Date Approved 11/12/2019
Summary of Products
FL# 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.pd
Approved for use outside HVHZ:Yes FL17234 R6 C CAC CAR 138-1305,12d
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, Nl)_p_df
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17234 R6 AE EvalReport935C-2017.p-df
Created by Independent Third Party: Yes
Back Neuf
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The Slate of Florida is an AA/EEO employer.Cogyr ght 2007-2013 State of Florida.::Priv cy Statement::AccessibilityStatement::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 dick b9m.
Product Approval Accepts:
O eGficd
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Ili ..............
SINGLE HUNG - NON-IMPACT GENERAL NOTES,
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
(SHOWN W/DIFFERENT OPTIONS). MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOWSYSTEMS
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC
54 3/8" 54 3/8" 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH FLANGE WIDTH SEE SHEET 2): 610 PVC
3118" 53118" 4 -NEGATIVE DESIGN DESIGN PRESSURELOADS ATINGBASED ON,TESTED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT
491/16" 491/1 6"
91/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
TABLES ASTM E-1300-04. m n w
A 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT r
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o 0
j SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION Y Y Y
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 2 2 }
771/4" 77114" CALCULATIONS. w w w m
FLANGE FLANGE
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT O Z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE m O
B I B O 423/16" DEBRIS REGION. n "t m
76" I GLASS DLO $ Z w
MAX 34 5/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT L ¢ w OCC
UNIT C GLASS DLO 76, SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ °C a. CL
HEIGHT / MAX 0 w
UNIT B.SERIES/MODEL DESIGNATION SH-610. 0 3 0
1 B HEIGHT LU
7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z m o
D X=OPERABLE SASH,0=FIXED SASH U m ¢ O
7 / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN % Z
371/4" X I D SIMILAR LOCATION. `��+�+ ypREF +i��
SAH I I MAX7 F3XB,. ,` GLASS27 IDLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM +,���j 'r�GE '�•.7�y�'y�;;
HEIGHT I 345/16- SASH BOTH ENDS. `7. :
4 D GLASS DLO HEIGHT v; Nc••'S82D1 ::�;7�.
/ .....
.............. ..... *.
Lucas A.Turner
a� STATE OF .Xw
I 1 2016-02-23
A fJ I rr .,(oRtpP,:N
7 D I 47" 09:29-05:00 .� �, p
C GLASS DLO .....: o pti`!`+��.......
4915/16'
A MAX SASH WIDTH
47'
GLASS DLO ORIEL 2/29/220_16
4915116 LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
EQUAL SPLIT
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CONFIG. DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
SIZE REINFORCEMENT DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1
DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVE DWG#: REV.:
SECTION VIEWS..................................4 EQUAL NONE
EXTRUSIONS&B.O.M.........................5 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 OWS-935 G
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 s with Glass Types A,B,C,or D
Unit Unit Widths in.
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 1/2 +50.0/-75.0 +50.0/-75.0 +50.0%75.0 +0.0/-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.
OCALA39 1/2 +50.0/-75.0 +50.0/-75.0 +0.0/-75.0 +0WWW.
.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 FLORIDA 34474
ww.cws.cc
41 1/2 +50.0/-75.0 +5D.0/-75.0 +50.0/-75.0 +50.0/-75.0 +SO.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/-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 61 0 PVC
47 1/2 +50.0/-75.0 +50.0/-75.0 +0.0/-75.0 +0.0/-75.0 +50.0/-75.0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2
51 1/2 +50.0/-75.0 1 +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 +SD.O/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +0.0/-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 +0.0/-75.0 +0.0/-75.0 +50.0/-75.0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-621 +50.0/-59.S
59 1/2 +50.0/-75.0 +50.0/-75.0 +0.0/-75.0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.D +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 m �2 r
63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +0.0/-71.6 +50.0/-71.6 +0.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0%64.6 +50.0/-57.3 +50.0/-54.8 i r F
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +0.0/-67.4 +50.0/-67.3 1 +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 o p
67 1/2 +50.0/-69.8 +50.0/-65.6 +0.0/-64.4 +50.0/-63.7 +50.0/-63.4 1 +0.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-5S.5 +50.0/-53.0 Y Y Y
71 1/2 +50.0/-64.0 +50.0/-59.7 +0.0/-58.3 +0.0/-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/-5L5 www m
74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +0.0/-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 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 LL O
Z;5 < LLJ
rn
N Z
W
Design Pressures(PSF)far Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed o w v
Un_it_ Unit Widths(In.) a aa
cn
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 1a Z = o
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 v m < 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/-75.0
50.0/-74.02 +50.0/-71.3 pg1DREr +irr
43 1/2 +50.0/-75.0 +50.0/-75.0 +0.0/-75.0 +0.0/-75.0 +50.0/-75.0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.6 +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 +0.0/-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 p. .3........... .......
53 1/2 +50.0/-64.4 +50,0/-63.4 +50.0/-63.4 +0.0/-63.4 +50.0/-62.4 +0.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 "Q rC
55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +0.0/-58.9 +50.0/-57.6 +0.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0%55.6 +50.0/-55.6 +50.0/-55.6 ;�Oy &TATE OF �4
59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +0.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-0.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 r�rifiS� O:F.tt;.'��_���
63 1/2 +50.0/-52.5 +5D.O/-0.4 +0.0/-50.0 +0.0/-50.0 +50.0/-SO.D +50.0/-50.0 +50.0/-50.0 +50.0/-0.0 +50.0/-50.0 +50.0/-50.0 +50.0/-0.0 RilB�011 lit
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
67 1/2 +50.0/-5z.s +so.o/-So.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 +50.01-525 +50.0/-0.4 +0.0%50.0 +0.0/-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/-0.0 LUCAS A.TURNER,P.E.
76 +50.0/-52.5 +50.0/-0.4 +0.0/-50.0 +0.0/-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 BY: DATE:
ADE 08/09/14
DWG#: REV.:
NOTE: GWS-935 C
IF SIZE INTENDED IS NOT SHOWN.USE NEXT LARGER SIZE. SCALE: SHEET
1:1 2OF7
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
610 PVC
SINGLE HUNG
NON-IMPACT
2 t2
^ w
uj
W W W T�
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7/8"OVERALLU Z
1/8"ANNEALED 1/8"TEMPEREDF-3/16"ANNEALED 3/16"TEMPERED m O
rn v (A
5/8"AIRSPACE 5/8"AIRSPACE 1/2'AIRSPACE 1/2"AIR SPACEm $ Z >
O
1/6'ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16'TEMPERED w a
O w 2
46 SIKAFLEX 552 OR SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 48 SIKAFLEX 552 OR w n
PURFECT GLAZE'H' 4g PURFECT GLAZE"H" PURFECT GLAZE"H" 3 w
PURFECT GLAZE•'H" a w a
5/8'GLASS BITE 5/8'GLASS BITE 5/8"GLASS BITE 518"GLASS BITE U m 4 O
Z
rt
,�,v. Na::58201::::'•ry7:
FfK 7=" -r
STATE OF
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED 'Otioa�
als
1�
2/23/2016
LUCAS A.TURNER,P.E.
FL PE S 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 08/09/14
DWG#:
CWS-935 C
SCALE: SHEET
1:1 30F7
INTERIOR ��
WINDOW SYSTEMS
1900 SW 44TH AVE.
2 14 4 1 9 3 13 2 OCALA,FLORIDA 34474
www.cws.cc
a
34 610 PVC
SINGLE HUNG
PACT p NON-IM' � T
9 Qo ozzz: zz r Lii
FW
e o o 0
y 8 5 33 3 10 Y Y Y
2 2
SECTION B-B www m
1n
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 z
RIGHT SIDE SHOWS SASH SECTION VIEW. y 2
49 48 J �_ ¢ ZOw
7 26 3 ., i 1 W a F-
o w L)
U
Lu
(�a' 030Lu
4 INTERIOR 45 '.� _ � U m ¢ O
_f Z
•1 I j�`c;T\
•30 1"I D 7 43 r �a ...RE4(1 j-h�i
,;-> .::No:..58201
6 3 18 0 33 ....................
P €1' •-....&TATE 61F ?W+
3
as
31 !! <, ::c::.::. he too'
2/23/2016
3 3 LUCAS A.TURNER:P.E.
1 16 P 46 SECTION D-D FL PE#58201
11 47 1 1 DEEP POCKET UNI-FRAME 1239 JABARA AVE.
3 NORTH PORT,FL 34288
3 2 PH.941-380-1574
28 l NOTES: SHEET DESCRIPTION:
p 0
FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
e ° AND STANDARD FRAME TYPES.
880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: DATE:
SECTION A-A SECTION C C
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14
AND UNI-FRAME SHOWN IN SECTION B-B) DWG N: REV.:
•EXTERNAL REINFORCEMENT REQUIRED ON
UNIT WIDTHS OVER 37"WITH THE H-6137 GWS-935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SDALHE. SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7
ITEM PART DESCRIPTION MATERIAL VENDOR 31/2"— FRAME CORNER CONSTRUCTION /tel ���
1 H-6125 HEAD OUTERFRAME PVC ATN 37/16" 1! 'L/�/d
2 H-6125 JAMBS OUTERFRAME PVC ATN 9{16• txvpvlllKKK!lIUUUuutr I(\j(Wr/" I
3 W6126 SIL OUTERFRAME PVC ATN �r2 3 Lq=pI WINDOW SYSTEM$
4 H-6132 SASH SIDE RAIL PVC ATN 1/16" 2318" 1 OCA A, LTH AVE.
5 H-6136 FSASH IXED
TETINGR L PVC ATN 16, WW CWS.CCA34d74
6 H-6137 FI%ED MEETING RAIL PVC ATN 1116' 1/16"
9/16" 3 7/8"
7 H-6138 SASH TOP RAIL PVC ATN p p REINF.SSR HD
8 S-6141 GLAZING BEAD PVC ATN S-2006 CORNER WELD(ALL SIDES) 610 PVC
9 5-6142 SASH STOP PVC ATN 0 I 1:9
10 5-6143 SCREEN ADAPTOR PVC ATN 3/ SINGLE HUNG
11 P-5085 WSTP QLON BULB VINYL AMESBURY 20 NON-IMPACT
12 P-5086 WSTP QLON BULB VINYL AMESBURY 13/16'
PVC FRAME HEAD&JAMB PVC FRAME SILL
13 BALANCERS-CONSTANiFORCE RT 562 CALDWELL H-6125 H-6126 .050"
14 P-5392 SASH TI LT LATCH NYLON CALDWELL INTERLOCK n � F
15 P-5393 PIVOTCARRIER NYLON CALDWELL S-2001 N N O7 ¢
16 P-5396 PIVOT BAR SS CALDWELL 0
17 P-3515#8 x58 PHI L FLAT WHITE SMS STEEL FASTENAL 5/16" 5176„ 13/8" 5a;pz
Y Y Y
18 P-4146#8 X 3/4 PHI L FLAT tek STEEL FASTENAL a FIXED MEETING RAIL w w W m
SCREWED TOGETHER WITH
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15/16" .050' 9 5OUTERFRAME 0)
1:8 v
20 S-2001 INTERLOCK RAIL ALUM ASCEND L .074" ,� LL O
21 S-2006 REINF SASH 51 DE RAI 1,HD ALUM ASCEND PVC GLAZING BEAD N
PVC SASH STOP PVC SCREEN ADAPTORm >
22 5-2007 REINF BOTTOM RAIL ALUM ASCEND S-6141 S-6138 N Z W
23 S-2008 REINF,FMR ALUM ASCEND S-6143 w ¢ ul
¢a p LY
24 S-2009 REINF TOP RAIL ALUM ASCEND 1 7/16" 1 71!16" O tL
17/16" 21/8' r w 2
25 S-2011 REINF,EXTERNAL ALUM ASCEND o r U
26 P-5388 LOCKS NYLON LAWRENCE q
6 7 o w a Lcn
u
27 P-5389 KEEPERS NYLON LAWRENCE 5 < zM.M.
28 P-4779 WEEP COVER NYLON M&M 1 7/I16" 1 7/16" '7/8. 1/16" 17116" 1/16"
29 P-5397 FMR ENDCAP NYLON M&M I 1/16" 1/16" :�jI U m ¢ Z
30 P-5400 COVER FMR REI NF. PVC TEAM PLASTICS LL L -I ���tk��QRFI��'
EW
31 HOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL �.`�p ,.•'�'Ge •••��i���
32 P-3305 WSTP..270 X 187 SOFT TOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 •': ..:::::"fi::•..;!L
33 P-5425 WSTP.200 X 518"X 5/8"DUST PLUG ULTRAFAB �
:58201-:..•
34 P-5390 HOLE PLUG NYLON
1 3/16' 1 5/16 9116' 1 3/16'y 3/8" ^. ............ ..........
35 GLASS SEE SHEET 9/18'
36 P-4638 #8X2-1/2 PHI LTRUSS tek STEEL FASTENAL B/16" 25 p"4 ��
37 P-3218 SCREEN FRAME ALUM FLASCREEN r rn 3 24 7/8.. �!'
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN u L-1/16" O....,p.���� `4
39 P-3228 SCREEN SPLINE DADA REINF.BTM RAIL REINF.FMR 1/16° REINF.TOP RAIL" REINF.EXTERNAL ��hill so
,`
40 P-3029 SCREEN LIFTS SUMMIT S-2007 S-2008 S-2009 S-2011
41 P-3033 SCREEN SPRINGS FLASCREEN 1-,'7-
42 BALANCERS-CONSTANT FORCE RT 880 3 7/16"
1 11/18"� 2/23/2016
43 H-6157 IHD FIXED MEETING RAIL PVC VISION
44 H-6193 UNI-FRAMF,880 BALANCERS PVC VISION °---{ 1 5/16' LUCAS A.TURNER,P.E.
45 H-2115 REINF 1 13/16
HD FMR ALUM KEYMARK ❑ qq I FL PE#58201
- 46 5-6216 UNI-FRAME SILL POCKL7INSERT PVC VISION 46 43 1239 JABARA AVE.
21/16" 2118" 45 NORTH PORT,FL 34288
47 S-6217 UNI-FRAME SCREEN RETAI NER PVC VISION 1/16" 1118" 1/16" Q 13116" PH.941-380-1574
48 P-3783 LOCKS IMPACT STEEL INTERLOCK c L �— 1/16"
39/16 1/16' SHEET DESCRIPTION:
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK 0 PVC SILL POCKET INSERT REINF.HD FMR
o S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
I H-6157 6005A-TS
DRAWN BY: DATE:
s/e"�- •1 4 ADE 08/09/14
PVC FRAME I DWGa: REV.:
H-6193 7116' 1/16"
CWS-935 C
3cALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER
S-6217 1:2 5 OF 7
d
MIDPOINT @ WIDTHS OVER 37" WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) 4"MAX.(TYP.)--{ 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC
610 PVC
/ SINGLE HUNG
MAX.D.C. NON-IMPACT
0 (TYP.) O n n in
141/2" T
MAX.O.C. w
(TYP.) o Z;l o 0
UU w UU m
INSTALLATION w w w m
ANCHORS(TYP.)
3"(TYP.) 0 ZO
3"(TYP.) y o CA
Z >
LLJ
X INSTALLATION w ¢ Occ
ANCHORS(TYP.) p p
r U
4 4in
< z � ow
U m ¢ O
z
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,ttitttmletf���
[NO SILL ANCHORS REQUIRED] <<�00REW
NOTES: M+ ....STATE CtF �t U
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. . QtPttAe
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.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. 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 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. Dwr#: 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/AAMA100(FINWINDOWS).FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS).FMA/AAMA/WDMA300(EXTERIORDOORS) SCALE: SHEET
1:20 6OF7
MIN.EMBEDMENT SUBSTRATE �n�]�bo1J�/4
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS ���Vvvvcyiiv(((YYYlll4441��� I�\((W�/"�I
MIN.EDGE DIST.
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
1/4"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS
MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT o 610 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BYINSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE AND OUT
a MIN.EMBEDMENT
SEALANTBEHIND SEEMIN EM LEI NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM a
r r
Qo PERIMETER SEALANT r F
PERIMETER SEALANT BY NSTALLER o a m
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR Y Y Y
SEE TABLE 1 Lu Lu Lu m
SEALANT BEHIND www m
FLANGE BY INSTALLER SEALANT BEHIND cl)
FIN BY INSTALLER U Z
INSTALLATION ANCHOR
SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION _ mLL O
7
7 N TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION a Z 9
-' ¢ 0 Lu
CONTINUOUS DBL 1/4'BEAD OF SEALANT w a
AROUND PERIMETER @ ALL INDICATED a.
o w
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER w a
w
¢ z :23 v
0 m ¢ 0
1/4"MAX.SHIM 1 2d 1
SEALANT BEHIND
FLANGE BY INSTALLER "t DREW "t��'
.. �..fy�
........... {! �....
PERIMETER SEALANTGEA....
BYINSTALLER ,;;,..•....No:::5B201���� •��:
INSIDE A D OUT w.*.,............�........:...�.�.
SUBSTRATE BY OTHERS
SEE TABLE 1 C= '4 S_...........................$,
VERTICAL SECTION '" STATE OF hu
7 SILL ANCHORAGE
O SILL LANCHORS REQUIRED I''T4 O F1 1 V �N_����
oDVI X�
TABLE 1:APPROVED INSTALLATION FASTENERS 2/23/2016
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITV11 TAPOON 1" 1-1/8" LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BYINSTALLER NORTH PORT,FL 34288
FLANGE GROUT FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" INSIDE AND OUT PH.941-380-1574D HORIZONTAL SECTION
3/16"RW TAPCON 7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-a/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8"
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL11 KWIK-FLEXOR RW FULL THREAD 7/16, FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08/09/14
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
FLANGE 1/8"STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125" 7/16" MIN. E A FILLET, F LL PERIMETER,
R,BY ADEINET ADHESIVE CAULK IS APPLIED owc n: RE .:
( ) INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C
FN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SHEET
NOTE:UNI FRAME OPTIONS NOT SHOWN. SHOWN FOR FLANGE WINDOWS. 1:2 701`7