HomeMy WebLinkAboutProduct Approval (2) fz �, � � �� �L'�C`�� .",�Y�.� t..ft�.� �° ��� � --�.�,i Wiz,... � •":vt �* �-c`:
BCIS Home Log In ;x User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff ; BCIS Site Map Links Search
Businesr-
M Product Approval
y¢¢ onal USER:Public User
rofessi'4 yR�%t i§ 3 o 1;'4
f
Product Aoprov-al Menu_>Product or Application Search>Application List>Application Detail
' k4 FL# FL17234-1R3t
, 'a+7 Application Type Revlsl
Code Version 2014
Application Status Approved
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments y
Archived
f a
i i+!
Product Manufacturer Custom Window Systems Inc. q
Address/Phone/Email 1900 SW 44th Avenue
4
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@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 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/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Przduct^.pprc'.'a! 4cthod k,,.thc.._Cptioa,.
Date Submitted 02/29/2016
Date Validated 02/29/2016
s
Date Pending FBC Approval
Date Approved 03/03/2016
SummarV 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 R3 C CAC CAR 138-1305.pdf
Approved for use outside HVHZ:Yes FL17234_R3_C_CAC_CAR.138_1306,pdf
Impact Resistant:No FL17234_R3 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", 08/15/2018
Fin,Flange,DP+50/-50 PSF.Glass complies with ASTM Installation Instructions
E1300-04. FL17234.._R3__II_CWS-935C._{SH_610_NI�.,.pdf
Verified By: Lucas A.Turner PE-58201 ,
Created by Independent Third Party:Yes
Evaluation Reports
FL17234 R3 AE Ev_alRepCWS=935CjSH 610 NI . df
Created by independent"third Party:Yes
Back Next
I
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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:
ILK
GENERA
SINGLE HUNG - NON-IMPACT 1.THEP PRODUCT
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AN
(SHOWN WDIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORID
BUILDING CODE(FBC),CURRENT EDITION.
2.GLAZING OPTIONS:(SEE SHEET 3)
54 3/8" 543/8" 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH FLANGE WIDTH
4.DESIGN PRESSURE RATING,(SEE SHEET 2):
531/8" 531/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED
p4AX UNIT 16114TH- ;pAAX UNIT WIDTH AND GLASS TABLES ASTM-POSITIVE DESIGN LOADS BASEDON,TESTED F
A 4.
1/16" —= -I 49 1/16" WATER INFILTRATION TEST PRESSURE AND GI
GLASS DLO GLASS DLO
TABLES ASTM E-1300-04.
.. A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE H.
- ... . . BEEN USED IN THE DESIGN OF THIS PRODUCT.:
SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DU
FACTOR Cd=1.6 WAS.USED FOR WOOD ANCHOR
-- --- -
771/4" 771/4" CALCULATIONS.
FLANGE I , FLANGE
I HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMP/
- O PROTECTIVE SYSTEM IS REQUIRED IN WIND BOI
B I B I O 423/16" DEBRIS REGION.
76" 1 34 5/16" GLASS DLO
MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALI
UNIT C GLASS DLO 76" SEAM SEALANT USED AT FIXED MEETING RAIL A
HEIGHT MAX
UNIT 8.SERIES/MODEL DESIGNATION SH-610.
I it B HEIGHT
7 9.THE DESIGNATION X AND O STAND FOR THE FOI
X=OPERABLE SASH,O=FIXED SASH
O 1711
7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIO
371/4"
D "'' SIMILAR LOCATION.
7
MAX 1 301/8" 27 3/16"
HSASHIEIGHT I i 34 5/16" MAX GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED
SASH BOTH ENDS
GLASS-DLO HEIGHT -
4
Lucas A.
D I i 47" 09:29-05
C I GLASS DLO
49 15/16"
i A MAX SASH WIDTH
47"
GLASS DLO ORIEL
4915/16"
MAX SASH WIDTH
_ EQUAL SPLI
MAX. UNIT EXTERNAL *
TABLE OFCONTENTS. 1 t - . CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING
GENERAL NOTES&ELEVATIONS...:.1
DP CHARTS..........................................2 OU 37„x 76„ NONE
GLAZING DETAILS.......................:.......3 SEE COMPARATIVE
SECTION VIEWS..................................4 EOUA NONE
EXTRUSIONS&B.O.M.........................5 53-1/8 x 76 20-11 ANALYSIS CHART, SHEET 2
ANCHOR SCHEDULE&n!OTES..........6 5.HI ORIEL
INSTALLATION DETAIL......„........... .7...,_ •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001 -SEE SHEET 4 FOR DETAILS.
- - I
Design Pressures(PSF)for Equal Split Configuration with Glass Type A B,C,or D
Unit Widths(in.) (/V�
1.) 23 1/2 27 2') ,29 1/2 '31 1/2 35' 1/2 39 1/2 41- 1/2 43 1/2 47 Y/2 51 1/2 53 1/8 WWDVW SYSTEM
1900S+50,0/--75.0 + 0/75.0.:+SO.O/-75.0. +50.0/-75,0 t50:0/-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 OCA A, LTH AVE.
50.
+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 0.0/-75' wWw. FLORIDA 34474
W W W.CWS.CC
+50:0/-75.0. +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 +50.6/-75.0 +50.0/-75.0 +50.0/-73.1
+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 00/-,75,�O +50.0/-75'60 +50.0/-75.0. +50.0/-75.0 +50.0/-75.0 +56.0/-75.6 +50.0/-73.4 +50.6/-70.6 610 PVC.
+50:0/=75:0, +50.0%-75.0 +50.0/-75,0 +50.0-75.0 +SO%75:0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2
+50.0/-75:0 +SO:O/-75.0 +50.0/-75.0 +50.0%75.0 +50.6/-75: +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +56.D/-6z: SINGLE HUNG
+50.0/-7s:o +50:0/-75:0. +50.0%=75:0 +so.o/-7s:o +50.0/-7s:o +su.0/-7S.0 '+s0.o/-75.0 +50.0/-71.0 +50:0/-63:6 +50.0/-61.0, NON-IMPACT
+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/-S9.5
+50.O/-75.0 :+50.0/-75:0. +50.0/-75:0 +50:0/- 5.0 +50.0/-75:0 +50:0/-75.0 +50.0/-75.0 +50.O/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 cO r r
o n n ui
+5U.0/-75:0 .+50.0/-72.9 .+50.0/-72.0 +50:0/.71:6 +50.0/41.6 +50.0/-71.6 +50.0/-71.6 '+50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 _ F
+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 0 a o 0
+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/-54 w Iw 7
=64.0 w
m0 5t50.0/
U)
+500/-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/-5 U Z
CD
+ 1-50.0/-so.o 1-50.0oO 1-50.0/-s . 0+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
i e6 N Z UJ
�!Q W
wI� a H
0 o a
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 i U
Unit Widths(in.) o w a w
i.) .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 S1 1/2 53 1/8 ¢ z o
+50.0/=75:01-50.0/-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 ¢ z
+50.O/-75:0 '+50:0/-75.0 +50.0/-75:0 +50.0/-7S.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 D'R' +n���j
.+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +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/-74.2 +50.0/-71.3 ,+�� P�.. ...v
+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 +SO.O/-75.0 +50.0/-71.6 +50.0/-68.9 +++OP;v E N sF
+50.0/-75.0_ +50.0/-7_5.0 +50A/_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 1 No 58201
+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
+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
:91• STATE OF �/Z
+50.0/-60:3 +50:0/-53.,9 +50:0 58.9 +SOA/58.9. -+SQ 0/57.6 -r50A/-56 1 >50.0/Ss.7 +50.0/55.6 +50.0/-55:6 +50.0;-55.5. +50.0/-55.6 �0�••. 4U
P �+
+50':0/-53.6 '+59.0/-51'.6 +50.0/=51:3 +50.0/F51.3' +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 ���iCcS'• 4 R 1 a. N`++
+50.O/-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 +SO.O/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 �isfON A,� ���
+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
+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
+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/-SO.0 +50.0/-50.0 +50.0/-50.0 +50.0/-SO.0 +50.0/-50.0 2/23/2016
+50.0/-52.5 +50:0/-50.4 1 +50.0/-50.0 +50.0/-50.0 +S6.0/-50:0 +50.0/-50.0 +50.0/-50.0 +SO.O/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 -'' LUCAS A.TURNER,P.E.
+50.0/-52.5 +50:0/-50.4' 01
+50.0/-50.0 +SO.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#RA AVE.1239 JABARA A
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE
CHARTS
DRAWN BY: DATE:
ADE 08/09/14
DWG#: REV.:
CWS-935 C
V7-ENDED IS NOT SHOWN,USE NEXT LARGER SIZE. scALE: SHEET
1:1 20F7
L
1
`I
I
I
i
i`
i
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7/8"OVERA'
1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPI
5/8"AIRSPACE 5/8"AIRSPACE 1/2"AIRSPACE 1/2"AIR SPE
- 1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPI
SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLE;
PURFECT GLAZE
"H" 46
46 PURFECT GLAZE"H" 6 EX 552 �6 PURFECT GLAZE"H" PURFEC
PURFE
5/8" GLASS BITE 5/8" GLASS BITE
5/8" GLASS BITE I/ 5/8"GLA
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D
INTERIOR �(9ty[ilJ�®��
WiNDVVV SYSTEMS
1900 SW 44TH AVE.
2 44 21(9� 32 13 2 OCALA,FLORIDA 34474
7 1 www.cws.cc
D 34 610 PVC
- SINGLE HUNG
NON-IMPACT
N
1 a co
T
09
SIT
8 ❑ - N N'M
I (DI.-10:�
8 �31 3J U'
SECTION B-B w w w m
U)
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, J LL 0
RIGHT SIDE SHOWS SASH SECTION VIEW. J
IU)
49 48 j as Z L>LJ
7 6 - �:;—� O
/ E CCcL
32
J cl, !~
U
/ 17 o13 o m
8 / a17
l'iz�� o
INTERIOR ��t U i m
z,
lL"Ill III I Fiji,
J j u Tf��
32 j
ti No 58201 -P
C ;)3 18 20 33 -k k ,*
.,•• � � ^�� STATE OF
lu
� � �ii�CSS• O R 1 d.• ����
35 -�❑ 44 �i� ONA� `O%
31
poaa�� zz
2
i r n 2/23/2016
J 32 „1 LUCAS A.TURNER,P.E.
2 6r SECTION D-D FL PE#58201
L DEEP POCKET UNI-FRAME 1239 JABARA AVE.
i7 11 r� NORTH PORT,FL 34288
p� `J 2, PH.94 1574
.8 SHEET DESCRIPTION: ,
° p NOTES:
"'"•
-FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
u ° AND STANDARD FRAME TYPES.
SECTION A-A SECTION C G. 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) DING#: REV.:
EXTERNAL REINFORCEMENT REQUIRED ON
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C
FIXED MEETING.RAIL AND SCREW-ON INTERLOCK, SCALE:- SHEET
4S NOT SHOWN FOR CLARITY:38-41 S 2001. _ 1:2 4 OF 7
i
ITEM PART DESCRIPTION MATERIAL VENDOR 3 7/16„ 3 1/2" FRAME CORNER CON
-{
1 H-6125 HEAD,OUTERFRAME PVC ATN 13/16..-
2 H-6125 JAMBS,OUTERFRAME PVC ATN ❑ 9/16"�r
3 H-6126 SILL,OUTERFRAME PVC ATN 1 2 3 21
4 H-6132 SASH SIDE RAIL PVC ATN '2'1/16" ❑�� 23/8" L
5 H-6136 SASH BOTTOM RAIL PVC ATN o
�..:. -1/16" 1/16" 1/16„
i 6 H-6137 FIXED MEETING RAIL. PVC ATN g/16" 37/8'
7 H-6138 SASH TOP RAIL PVC ATN. - p p� REINF.SSR HD
8 S-6141 GLAZING BEAD PVC ATN. S 2006 CORNER WELD(AL
0 0 1:8
9 5-6142 SASH STOP PVC ATN 3
10 S-6143 SCREEN ADAPTOR PVC ATN /4' -
- - - -
I 11 P-5085 WSTP,QLON BULB VINYL AMESBURY t. 20
- - 13116"
12 P-5086 WSTP,QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB
13 BALANCERS-CONSTANT FORCE RT562 CALDWELL H-6125 PVC FRAME SILL
14 P-5392 SASH TILT LATCH NYLON CALDWELL -.050"
H-6126
INTERLOCK
15 P-5393 PIVOT CARRIER NYLON CALDWELL -S-2001
16 P-5396 PIVOT BAR SS CALDWELL 5/16" 13/8" -{
17 P-3515 #8 x 5/8 PHI L FLAT WHITE SMS STEEL FASTENAL 5/16" I 3/4"'
.8 FIXED MEETING
18 P-4146 #8 X 3/4 PHIL FLAT tek STEEL FASTENAL T- 10 SCREWED TOGETI
15/16" 050" 9 5/8"
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 7- 1/16" OUTERFRAI
20 5-2001 INTERLOCK RAIL ALUM ASCEND T L.074" 1'8
21 S-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD
PVC SASH STOP PVC SCREEN ADAPTOR
22 5-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143
23 S-2008 REINF,FMR ALUM ASCEND
24 5-2009 REINF,TOP RAIL ALUM ASCEND
25 5-2011 REI NF,EXTERNAL ALUM ASCEND 17116"--j 21/8""�'�I 17/16" 111/16"�j
26 P-5388 LOCKS NYLON LAWRENCE I q iF] F� 6 r- �I
27 P-5389 KEEPERS NYLON LAWRENCE 5
28 P-4779 WEEP COVER NYLON M&M 1 7/16" 1 7/16" 1 7/8" 1 7/16"
29 P-5397 FMR ENDCAP NYLON M&M 1/16" I � 1/16" -1116
_ .30 .P,5400 COVER,FMR REINF. PVC TEAM PLASTICS L� JL� _ Lp
1
31 HOTMELT SILICONE. . TRUSEAL. PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAI
32 P-3305 WSTP.,.270 X 187,SOFT TOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138
_ 33 P-5425 WSTP,.200 X 5/8"X S/8"DUST PLUG ULTRAFAB
34" P-5390 HOLE PLUG --NYLON
35GLASS SEE SHEET 2 9/16"IiN::�
13/16"1 9/16" 15/16" 9/16" 13/16"-{ 3/8"
36 P-4638 48 X 2-1/2 PHIL TRUSS tek STEEL FASTENAL
•'37 P`3218 SCREEN FRAME - ALUM FLA SCREEN- 221. 23 24 71/8'
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN 1/16" 1/16^ -1/16"39 P-3228 SCREEN SPLINE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAI
40 P-3029 SCREEN LIFTS SUMMIT S-2007 S-2008 S-2009 S-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 1 116
/1
44 H-6193 UNI-FRAME,880 BALANCERS PVC VISION i X113/16"
45 H-2115 REINF,HD FMR ALUM KEYMARK q4
46 5-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 21/16" 46 21/8" 43 45
47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION �� 1176" 11/8" 1/16" Q 13/16"
48 P-3783 LOCKS,IMPACT STEEL INTERLOCK 39/16' Lp�aa�� -1116"
49 P-3784 KEEPERS,IMPACT STEEL INTERLOCK 1116"
PVC SILL POCKET INSERT REINF.HD FMR
o S-6216 PVC HD FMR H-2115
H-6157 6005A-T5
518"
PVC FRAME �r 4
H-6193 7/16" 1/16"
" NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER
S-6217
r�
MIDPOINT @ WIDTHS OVER 37" b�r�Crtq"ila��'��M3T,F4S IlV/i
6"MAX.(TYP.+) 4" MAX.(TYP.)-- �^�6"i1AAX.O.C.(TYP.) 1900 SW 44TH AVE.OCALA,FLORIDA 34474
-, 6" MAX.(TYP.) SEE NOTE 2
4" MAX.(TYP.)- SEE NOTE 2 .W W W.CWS.CC
1
- -- -- -- � r 1 610 PVC
71 SINGLE HUNG
P" - - NON-IMPACT
MAX.O.C.
n ('IYP.)
1� c2 i2 L2
141/2" r
MAX.O.C. o r r H
(TYP.) O TI o
Y'YIY I
-
/ INSTALLATION Z
ANCHORS(TYP.)
3"(TYP.) ' °LL° O
3"(TYP.) CO
I c v7
X X z >
J � O W i
INSTALLATION w a f-
ANCHORS(TYP.) m o a
0
o I- Lu Ir
U
cl)
IUim ¢ O
ZI
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT__(FINS ��d�►t
[NO SILL ANCHORS REOUIREuJ-- - - - — —' -- — - ��% Np10RE4•V
v �
ti No 58201 .,p
STATE OF '�
O.
�.
_ R 1 O
ONE ANCHOR AT.EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •��``��
i REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLESHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
3UC.TED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3 TYPE,SIZE,-SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016
TALLATION ANCHORS MUST BE.MADE OF OR PROTECTED WITH A CORROS!ON RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#58201
TECTED TO PREVENT REACTION.
1239 JABARA AVE.
ATION'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
PH.941-380-1574
ED IN TABLE 1,SHEET 7.
., SHEET DESCRIPTION:
3 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 ANCHOR SCHEDULE AND
AL.
NOTES
UM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
)R 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
ATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
a 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
AIv,A'100(Fi�.'rWiilDCLti };'Ftvif�i Aiv7A 200(FLAt4GE'WItvDOWS);-FMR✓N.'uMA 250(JCXW'INDOWSj,FivV,/AAM?✓"VD1iA 300(E`ETERIOR DOORS)•' SCALE: SHEET
1:20 6 OF 7
i
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEADANCHORAGE SEE TABLE 1 BY OTHERS
SEE TABLE 1
MIN.EDGE DIST. 1/4" MAX.SHIM MIN.EDGE DIST. SUBSTRP
�
SEE TABLE 1 SEE TABLE 1 BY OTHEI
SEE TABI.
1!4" MAX.SHIM
SUBSTRATE BY'OTHERS MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1
i MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BYINSTALLER SEE TABLE 1
I '
INSIDE AND OUT MIN.EMB
SEALANT BEHIND SEE TAB[
FLANGE BYINSTALLER
• �1/4" MAX.SHIM �❑
a
PERIMETE
PERIMETER SEALANT �OOe I BY INSTAL
BYINSTALLER INS
DE ANI
INSIDE AND OUT INSTALLAI
SEALANT BEHIND SEE TABLE
FLANGE BY INSTALLER SEALANT E
INSTALLATION ANCHOR FIN BY INS
SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION
7 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INST
/�-CONTINUOUS DBL 1/4"BEAD OF SEALANT
/ J AROUND PERIMETER/ ALL INDICATED!1 POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
SEALANT BEHIND �I / J 1/4" MAX.SHIM
_.. FLANGE BY.INSTALLER
0
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
A VERTICAL SECTION
7 TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
ooaTABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYP)_ SUBSTRATE TYPE...._.._.._..._.. ANCHOR TYPE. MIN.EMBEDMENT.MIN.EDGE DIST.
FLANGE .�� CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"[TW TAPCON 1" 2" PERIMETER SEALANT
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BYINSTALLER
INSIDE AND OUT
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" �1 HORIZONTAL SECTION HORIZONTAL SECTION
3/16"ITW TAPCON 7 BOX FRAME INSTALLATION
FLANGE' 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTA
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8"
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAN
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE F
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 i
1/8"STEEL(33 KSI MIN.) 1DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENT;
SHOWN FOR FLANGE WINDOWS.-
NOTE:UNIF-FRAME OPTIONS NOT SHOWN.