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« _« FL#i FL17234-R3
Application Type Revision
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
I
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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 ]ay 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/WDMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option A
httpsJ/www.floridabLilding.orgpr/pr app dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f471UkBZMSyINKIYvyVgzPwnNw%3d%3d 112
3R/2017 Florida Building Code Online
Date Submitted 02/29/2016
Date Validated 02/29/2016
Date Pending FBC Approval
Date Approved 03/03/2016
summ of Products
# 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 o se Certification Agency Certificate
ved for use in HVHZ: No FL17234 R3 C CAC CAR 138-1305.Ddf
Approved for use outside HVHZ:Yes FL17234 R3 C CAC CAR 138-1306.Ddf
Impact Resistant: No FL17234 R3 C CAC CAR 138-1379.Ddf
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,IFlange, 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 EvalRep CWS-935C(SH-610. NI).Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 dick here.
Product Approval Accepts:
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httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2F471UkBZMSyINKIYvyVgZPwnNw°/`3d%3d 212
f1�
SINGLE HUNG - NON-IMPACT GENERAL NOTES: bm
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
(SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA 1900 SW 44TH AVE.
BUILDING CODE(FBC),CURRENT EDITION.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC
54 318" 54 3/8" 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH FLANGE WIDTH 610 PVC
53 1/8" 531/8" 4 -NEGATIVE DESIGNDESIGN PRESSUREILOADS BASED ON,TESEE SHEET STED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NONIMPACT
491/161, 49 1116" POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
TABLES ASTM E-1300-04.
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT c T H
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE ao c p
-- I - SHEET 7 FOR ANCHOR DETAILS. WIND DURATION Y Y Y
ANC
I FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
71/4" 771/4" CALCULATIONS. www m
FLANGE r FLANGE fq
HEIGHT I HEIGHT v Z
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE = O
B I B O423/16" DEBRIS REGION. m
76' I GLASS DLO , N Z LU
MAX 34 5/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT w w DC
HEIGHT C / GLASS DL 76„ SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. o o a
MAX w fL
UNIT 8.SERIES/MODEL DESIGNATION SH-610. 0 3 o m
HEIGHT
7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z o
C X=OPERABLE SASH,0=FIXED SASH 0 m ¢ O
7 F / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A Z
tipmu�rp
3MAXq• X I SIMILAR LOCATION. ,,,��y�PN ..... T����/
SASH ,` I I 30 118' 27 3/16" 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM �%V, •��O E N 5�.,Q2.��
HEIGHT I 34 5/16" MAX GLASS DLO
4 GLASS oL SASH BOTH ENDS. No 58201
D HEIGHT
Lucas A.Turner
�9: STATE OF :�+L
2016-02-23
•
47" 09:29-05:00A GLASS DLO
49 15/16" ,0,811111111%,OaNaA1!101%P'
71'
�
A MAX SASH WIDTH y�
47 ORIEL 2/23/2016
GLASS DLO
4915/16' LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
QUAL SPL 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES_AND-
TABLE OFCONTENTS -- - -CONFIG. - DESIGN PRESSURE RATING IMPACT RATING DRAWNBELEVATDIIONS
GENERAL NOTES&ELEVATIONS.....1 SIZE REINFORCEMENT
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 CWS-935 C
ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL
SCALE: SHEET
INSTALLATION DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7
I
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D
UnitUnit Widths(in.) �� �
Heights in. 23 1/2 27 1/2 29 1/2 1 31 1/2 35 1/2M+50.0/-75.-0'"0.0/-75-
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 +50.0/-75.010-'+_50.0/-75.00 +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. +50.0/-75.0 .0 +0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
WWW.CWS.CC
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +so.o/-7s. +so.0/-75.0 .o +5 .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 + . - 5.0 0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6610 PVC
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 .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 +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.D 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 0/2 +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 '2 ^2
63 1/2 +50.0/-75.0 +50.0/-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 0 Fz ^ W
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 o a o 0
67 1/2 1 +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 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/-50.40 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 O
N Z W
O
w wa F o
o O 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 g v
_ Unit Unit Widths(in. °o w °a w
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 1 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 a 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 U 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 ,�t 11�ti�i�rrr�'0�
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 vs PN .... G
.T �i���
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 ��VP;•�� SF•.Py.�
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 No 58201 •:�1�
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
%'P*. STATE OF :w:
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 .0. ori
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 �,�c�`S4 O R
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
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/-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.o -.0.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/23/2016+5
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/-So.O 0.0/-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 39 A#58201 A
12F PE58 AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE
- - - -- --- - --- ____ CHARTS
DRAWN BY: DATE:
ADE 08/09/14
DWG#:
NOTE: CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET
1:1 20F7
NNINDOW STSTEPIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
610 PVC
SINGLE HUNG
NON-IMPACT
o n h ill
4
o a o ❑
w w W m
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7/8"OVERALLO Z
1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED O
1/2"AIRSPACE y
5/8"AIRSPACE 518"AIRSPACE v N
1/2"AIR SPACE
oD $ Z
1/e"ANNEALED 1/8'TEMPERED 3/16"ANNEALED 3/16°TEMPEREDw a O
o ❑ g
SIKAFLEX 552 OR SIKAFLEX 552 OR ❑ U
48 PURFECT GLAZE"H' 45/8
SIKAFLEX 552 OR 46 PURFECT GLAZE"H" 46 PURFEEX 552 GLAZE
w❑ 3 .1c ❑
PURFECT GLAZE"H" PURFECT GLAZE"H° ❑ w a w
a z 7 ❑
5/8"GLASS BITE "GLASS BITE 5/8"GLASS BITE 5/8"GLASS BITE U m C Z
—— — — `,���Pp1DRE W
�: No 58201 '�11
o: ¢C
�9Q� STATE OF
,�i�tcs;�•�O R 1 O A�\_���
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 k: REV.:
CWS-935 C
SCALE: SHEET
1:1 3OF7
WINDOW SYSTEMS Ili/I
z 1a a 1 s 3 13 z 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
0 0
34 610 PVC
SINGLE HUNG
b El NON-IMPACT
9 a q on ;
rQ
6 ❑ o a o D
9 8 3 33 3 10 Y Y Y
uj uj Lu }
SECTION B-B www m
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ° Z
RIGHT SIDE SHOWS SASH SECTION VIEW. y
49 48 d ¢ p w
7 6 3 a H
o H cc
U
17 II a z 0
fr-
•' 14 45 I OL Um ¢ z
INTERIOR
•30 D 7 43 f 1 CIS-i �� ,��� �jDREW�T�i�,.
6 LMI I +.��`GQ`:��C E N 3F GQ2�i
32 j (� - 1�1��=i .J.•' No 58201 •'��
35
31 44
of
5 � r� Z�
5 I ull S 2/23/2016
1 32s(* 3 LUCAS A.TURNER,P.E.
12 16 �'I ❑��' � as SECTION D-D FL PE#58201
e 9 DEEP POCKET UNI-FRAME 1239 JABARA AVE.
3 4 ❑ NORTH PORT,FL 34288
3 2 PH.941-380-1574
28 SHEET DESCRIPTION:
G� p NOTES:
p FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
- ---- -- -- -
--AND-STANDARD FRAME
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) DW6q: REV.:
EXTERNAL REINFORCEMENT REQUIRED ON
UNIT WIDTHS OVER 3T'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 4 OF 7
ITEM PART IDESCRIPTION MATERIAL VENDOR 3 7/16„ 3 1/2" •.{ FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTERFRAME PVL ATN 11 Il/1C\7r/fn�'f}1J�VaV11
2 H-6125 JAMBS OUTERFRAME PVC ATN 9116^ �•1 3/16"1 WISYST3 H-6126 SIL OUTERFRAME PVC ATN 1 2 3 WI0SW 44T A E.4 H-6132 SASH SIDE RAIL PVC ATN " 2 1/16' E 23/8" 1q=ji OCA A, LTH AVE.5 H-6136 SASH BOTTOM RAIL PVC ATN WWW. FLORIDA 34474
6 H-6137 FIXED MEETING RAIL PVC ATN 1/16 1/16" 1/16" WWW.CWS.CC
9/163AB^ REINF.SSR HD
7 H-6138 SASH TOP RAIL PVC ATN S-20068 S-6141 GLAZING BEAD PVC ATN 0CORNER WE'8(ALL SIDES) 610 PVC
9 S•6142 SASH STOP PVC ATN 3/4" SINGLE HUNG
10 S-6143 SCREEN ADAPTOR PVC ATN ° NON-IMPACT
11 P-5085 WSTP QLON BULB VINYL AMESBURYL--q13116„
12 P-5086 WSTP QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB PVC FRAME SILL
13 BALANCERS-CONSTANT FORCE RT 562 CALDWELL H-6125 .050" `2 '2
14 P-5392 SASHnLTLATCH NYLON CALI)WELL H-6126
15 P-5393 PIVOT CARRIER NYLON CALDWELL INTERLOCK o n n F
16 P-5396 PIVOT BAR SS CALDWELL S-2001 o a o 0
17 P-3515#8x58PHILFLATWHITESMS STEEL FASTENAL 5116" 13/8" 314" Y Y Y
5116" �----{
8 J FIXED MEETING RAIL >-
18 P-4146#SX34PHILFLATtek STEEL FASTENAL T— 10 SCREWED TOGETHER WITH www m
15/16 .050 9 5/8"
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 1/16' OUTERFRAME UJ
20 5-2001 INTERLOCK RAIL ALUM ASCEND L T .074" 1's LL O
'21 5-2006 REINF SASH SIDE RAI HD ALUM ASCEND PVC GLAZING BEAD v� v E)
PVC SASH STOP PVC SCREEN ADAPTOR o >
22 5-2007 REINF BOTTOM RAIL ALUM ASCEND S-6141 S-6138 w Z w
23 5-2006 REINF FMR ALUM ASCEND S-6143 ¢ p
J
24 S-2009 REINF TOP RAIL ALUM ASCEND I� Ez Q. a
25 S-2011 REINF EXTERNAL ALUM ASCEND 17/16" 21/8"—�{ �F--111/16" o ¢
26 P-5388 LOCKS NYLON LAWRENCE q I I U
27 P-5389 KEEPERS NYLON LAWRENCE 5 w
17 16" 1 7/16" 17/8. 6 1 7/16" 7 ¢ z O ❑
28 P-4779 WEEP COVER NYLON M&M 1/16^ 1/16"
29 P-5397 FMR ENDCAP NYLON M&M 1/16" 1/16" I I U m ¢ Z
30 P-5400 COVER FMR REINF. PVC TEAMPLAsncS LL L IL .1 l F
�.%`PNDRE4y�T0.,�
31 1 IHOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL
32 P-3305 WSTP..270 X 187 SO Fr TOUCH FIN ULTRAFAB H-6132 H-6136 PVC SASH FH•6137 H-6138 MR PVC SASH TOP RAIL �.` 9:v
•pEry �/ ��,
33 P-5425 WSTP.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB +��UPS• \ SF�'p2.��
�:• No 58201
34P-5390 HOLE PLUG NYLON
35 GLASS SEE SHEET 1 9/16" 13116' 9/16" 15/16" 9116" r13/16"1 3/8'
36 1 P-4638 SCREEN RPHILTRUSStek STEEL LA SCR AL 3 �••• STATE OF
37 P-3218 SCREEN FRAME ALUM FIA SCREEN 2
38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1/16 4�F•`•�O R 10�'•
1/16° 1/16° S
39 P-3zz8 SCREENSPUNE DADA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL � O�A1
40 1 P-3029 ISCREEN LIFTS SUMMIT S-2007 S-2008 S-2009 S-2011
41 1 P-3033 ISCREEN SPRINGS FLASCREEN Z�
42 1 BALANCERS-CONSTANT FORCE RT 880 3 7/16"
—1 11/16" 2/23/2016
43 H-6157 HD FIXED MEETING RAIL PVC VISION
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION 1 13116"---i LUCAS A.TURNER,P.E.
45 H-2115 REINF HD FMR ALUM KEYMARK 44 I1 6/16• FL PE#58201
46 S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 46 43 123H PORT,JABARFL 34
21/16^ 2 1/B" 45 NORTH PORT,FL 34288
47 S-6217 I UNI-FRAME SCREEN RETAI NER PVC VISION 1/16" 11/.8" 1/16° 13116" PH.941-380-1574
48 P-3783 LOCKS IMPACT STEEL INTERLOCK 39/16" Q�� JI— Fil L 1/16"
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK 1/16' SHEET DESCRIPTION:
PVC SILL POCKET INSERT REINF.HD FMR
S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
- - I H-615.7_--- 6005A-T5— — - ------ - ---
-- - --- - - ----- - F-1" -- --- - DRAWN BY: DATE:
ADE 08/09/14
PVC FRAME 1/16^ DWG#: REV.:
H-6193 7/16'
CWS-935 C
PVC SCREEN RETAINER scALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED.
S-6217 1:2 5 OF 7
MIDPOINT @ WIDTHS OVER 37" WINDOW SYSTEI1900SPIS LTJ
6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCA A, 44TH AVE.
CALAFLORIDA 34474
6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.)� SEE NOTE 2 WWW.CWS.CC
610 PVC
SINGLE HUNG
M O.C. NON-IMPACT
14 O (TYP O
MAX.O.C. o n til
MAX.
(TYP.) a a a
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INSTALLATION www m
/ ANCHORS(TYP.) /
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[NO SILL ANCHORS REQUIRED]
P
�0 E N
--
No 58201 :�11
NOTES: 13 STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SiONA ll � ��,
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.
01
BE PROTECTED TO PREVENT REACTION. FL PE#
1239 JABARA RA AVE.A
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH 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
OPTIONAL. ANCHOR SCHEDULE AND
— -- -- --- 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 MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS ((1((LLLLYII!lWWW///////uuuuccry
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1 BY OTHERS 44TH AVE.
OCA
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 VINSM
DGE DIST.ABLE 1
PERIMETER SEALANT SEE T BLE MENTINSTALLATION ANCHOR61O PVC
BYINSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE AND OUT MIN.EMBEDMENT
SEALANT BEHIND QSEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIMm Lo UoPERIMETER SEALANT n wEALANT �]oeBYINSTALLER ao A c in
R uINSIDE AND OUTUT INSTALLATION ANCHORSEE TABLE 1w HIND www m
FLANGE BY INSTALLER SEALANT BEHIND U)
FIN BY INSTALLER L) Z
INSTALLATION ANCHOR
O
SEE TABLE 1 �B� HORIZONTAL SECTION C HORIZONTAL SECTION
7 TYPICAL FIN ANCHORAGE N U)
7 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION `a N Z >
J = Q 0 Lu
CONTINUOUS DBL 1/4'BEAD OF SEALANT w a H
AROUND PERIMETER @ ALL INDICATED 0 w U
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER o 3 o W
z o
1/4"MAX.SHIM U m <TM_ Z
SEALANT BEHIND
FLANGE BY INSTALLER G� ,`.PpIOREWfTIle
PERIMETER SEALANT ''�JGQ, 4�GENS�;.�Q2��'
BYINSTALLER -. No 58201 -P
INSIDE AND OUT =* * *C
SUBSTRATE BY OTHERS
SEE TABLE 1 .0. i
A VERTICAL SECTION V. STATE OF ;4U'
7 NO SLANCHORS REQUIRED ,CAL SILL ANCHORAGErI��O�
ILLREQUIRED0%.�OR 10N�
TABLE 1:APPROVED INSTALLATION FASTENERS a
2/23/2016
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. �]
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"IIW TAPCON 1" 1-1/8" `s LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW 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 " INSIDE AND OUT ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2PH.941-380-1574
( D HORIZONTAL SECTION
3/16"I1W TAPCON 7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE__ .2X MIN.SOUTHERN PINE(G=0.55)___ _-_#10 WOOD SCREW 1.3/6" 7/8"
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING TFIE'FLANGEI DRAWN BY: DATE:
FLANGE 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"
1/8"ALUM.(6063-TS 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. E FILLET, F LL PERIMETER, ADE
CAULK IS APPLIED Dwaa: REV.:
( INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SHOWN FOR FLANGE WINDOWS. SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2
70F7
3f7/2017 Florida Building Code Online
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff j BCIS Site Map I Links I Search
b
a
Product Approval
x(11 1„n USER:Public User
c :A
Product Approval Menu>Product or Application Search>Application List>Application Detail
3 FL# FL17355-R2
AppliIcation Type Revision
Code Version 2014
Appication Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
I
Comlments
Archived v..
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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
j jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Valii dated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
I
I
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA,101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
i
Product Approval Method Method 1 Option A
httpsJ/www.floridabuilding.org/pr/pr_app_ fl.aspx?param=wGEVXOwtDgsRyNwiNWDrYp/o2btGx8TDFNwhYPV02uAvujy9K92v6xp/o26cxw%3dp/pad 1/2
i
3/7/2017 Florida Building Code Online
I
Datei Submitted 06/10/2015
Date!Validated 06/11/2015
Date Pending FBC Approval
Date Approved 06/16/2015
Su of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO, Non-impact.
f Use Certification Agency Certificate
Approved for use in HVHZ: No FL17355 R2 C CAC CAR 138-1315.pdf
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1316.pdf
Impact Resistant: No FL17355 R2 C CAC CAR 138-1334.Odf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Max. sizes: 74"x 63"and 74"x 72". See installation 10/16/2018
details for DPs. Glass complies with ASTM E1300-04. Installation Instructions
FL17355 R2 II CWS-1031A(HS-620, XO).pdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17355 R2 AE EvalRep CWS-1031A(HS-620. XO).pdf
Created by Independent Third Party: Yes
i
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, XOX, Non-impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17355 R2 C CAC CAR 138-1341.0
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1342.0
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2019
Other: Max. size 111"x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- Installation Instructions
1/4. See installation details for DPs. Glass complies with FL17355 R2 II CWS-1067(HS-620 XOX)pdf
ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17355 R2 AE EvalRep CWS-1067 (HS-620. XOX1pdf
Created by Independent Third Party: Yes
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX, Non-Impact.
J(—
Certification Agency Certificate
Approved for use in HVHZ: No FL17355 R2 C CAC CAR 138-1328.odf
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1329.pdf
Impact Resistant: No FL17355 R2 C CAC CAR 138-1332.pdf
Design Pressure: N/A FL17355 R2 C CAC CAR 138-1333.pdf
Other: Max. sizes: 74"x 63"and 74"x 72". See installation Quality Assurance Contract Expiration Date
detail for DPs. Glass complies to ASTM E1300-04. 12/10/2018
Installation Instructions
FL17355 R2 II CWS-1059 (HS-620, XX).odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17355 R2 AE EvalReD CWS-1059 (HS-620, XX).pdf
Created by Independent Third Party: Yes
i
Baclr Next
Contact Us::2601 Blair Stone Road,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
j 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 emalls 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.
Product Approval Accepts:
i
�`:�• � eCMck
i
Credit Card
Safe
httpsJ/www.floridabuilding.org/pr/pr_app O.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhYPV02uAvujy9K92v6x%2hocw%3d%3d 2/2
GENERAL NOTES:
L SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS /J�f
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC
751/4"FLANGE WIDTH
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"XX". 620 PVC
36" 4.DESIGN PRESSURE RATING(SEE SHEET 2):
MAX.SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
GLASS TABLES ASTM E-1300-04. NON-IMPACT
321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
6i
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o
731/4" B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
FLANGE 6
HEIGHT WOOD ANCHOR CALCULATIONS.72" j
C m
MAX. C CIg 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z
UNT p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O
HEGHTX X 6 7.ALL FRAMES AND VENTS FULLY WELDED.
z
M67 R„ 8.SERIES/MODEL DESIGNATION HS-620. 0 �
SASH
HEIGHT 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
641/16" X=OPERABLE SASH w
GLASS 751/4"FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
74"MAX.UNIT WIDTH LOCATION. p
Z
36" 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM �1III lot I"
.A MAX.SASH WIDTH BOTH ENDS. , NOREW .����,
6 321/16" ���Q`;:'.GENg•GHQ
GLASS DLO A `•JV.� �' F•'•S2F�•
No 58201 .P
641/4" -- --i Lucas A.Turner
FLANGE 2015-04-27 SV.4 STATE OF 140Z
HEIGHT21:05-04:00 ',OA'•.�` P'��►�
63"MAX
�i cC •C a R 10 (��,��
UNIT B JE
HEIGHT
59 1/16" X X
MAX
SASH I 4/27/2015
HEIGHT
7GsS
/s LUCAS A.TURNER,P.E.
FL PE#58201 1239 JABARA AVE.
Vt NORTH PORT,FL 34288
PH.941-380-1574
A SHEET DESCRIPTION:
GENERAL NOTES AND
- -- ----- -- ----- -- ---------- ------------------------
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1
DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG#: REV.:
SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059
EXTRUSIONS&B.O.M.........................4 NONE SCALE:
ANCHOR SCHEDULE&NOTES..........5 74"X 72" YES CHARTS, SHEET 2 SHEET
INSTALLATION DETAIL.......................6 1:25 1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D
F43112
Unit Height �� �
35 1/2 39 112 431/2 471/2 511/2 551/2 591/2 63 WINDOW SYSTEMS
+50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE.
+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-72.6 WWW.OCALA,FLORIDA 34474
7/8"OVERALL 7/B°OVERALL WWW.CWS.CC
+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5+50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50!-74 +50/f>7.5 +50/-62.1 1/6"ANNEALED 1/8"TEMPERED
+50/-75 +50/7T5 +50/-75 +501-75 +50/-75 +50/-71.3 +50/-65 +501.60.4 9/16"AIRSPACE 9/16°AIRSPACE 620 PVC
591/2 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-68.1 +50/-62 +50/-57.5 1/8"ANNEALED 1/8"TEMPERED HORIZ.SLIDER
63 1!2 +50/-67.9 +50/-67.9 +50/-67.9 +50/ G7.9 +50/-6 . +50/-65.4 +50/-59.4 +50/-55
671/2 +50/-60.1 +50/-60.1 +50/-60.1 +50/ 60.1 +50/30.1 +50/-60.1 +50/ 57.2 +50/-52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON-IMPACT
71 1/2, +50/-53.6 +501-53.6 +50/-53.6 +50/-53.6 50/33.6 +50/-53.6 +50/-53.6 +50/-51 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H"
74 +50/-50.1 +50 •50 +50 -0 +50/-50 + +50 -50 +50 -50 +50 -50
ui
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,ORD 5/8"GLASS BRE 5 8"GLASS BITE Q
0
f LJ
Unit Unit Heightr u
Width 351/2 391/2 431/2 471/2 511/2 551/2 591/2 63 m
391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.6 to
431/2 +50/-75 +50/-75 +501-75 +90/-75 +50/-75 +50/-75 +50/-70.1 +50/-6,9.4 Z
O
471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 (/)
511/2 +50/-75 +501-75 +501-75 +501-75 +50/-74.5 +50/-67.5 +50/-61.7 +501-57.4 z >
551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +,90/-64.1 +501-58.5 +50/-54.4 DWC
591/2
91/2 +501-69.6 +50/-69.6 +50/-69.6 -+50/-69.6 +50/-68 +50/-613 +50/-55.8 +50/-51.8 n
631/2 +50/-61.1 +50_/ 61.1 +50/-61.1 +501-61.1 +50/-61.1 +50/-58.9 +50/-53.5 +49.5/-49.5 GLASS TYPE A GLASS TYPE B
671/2 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-51.5 +47.6/-47.6
w
711/2 +48.2/-48.2 +48.2/48.2 +48.2/-48.2 +48.2/-48.2 +48.2148.2 +48.2/-48.2 +48.2/-48.2 +45.9/-45.9 ❑
7q +45.1_/ 45.1 +45_/ 45 +45/-45 +45/-45 +45145 +45/-45 +451 45 +45/45 7/8"OVERALL 718"OVERALL
O
3/16"ANNEALED 3/16"TEMPERED I I it Z
FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C ORD rt1tn1111"
7/16'AIRSPACE 7116"AIRSPACE ``��%%%PNpREW '11,p
Unit Height 3/16"ANNEALED 3116"TEMPERED • 9
F432
�GQ• ..........
C E Al S�.
351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 SIKAFLEX 552 OR SIKAFLEX 552 OR
+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" :`+; No 58201
+50/-75 +60/-75 +50/-75 +50/-75 +50/-75 +501-75 +501-75 +50/-75 +50/-72.3 +50/-67.0+501-75 +50/-75 +50/-75 +501-75 +50/-75 +501-75 +501-75 +50/-72.7 +50/-67.4 +50/-62.4 0 U5/8"GLASS BITE 5!8"GLASS BITE '9 STATE OF .�/+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.2 +50/-68.3 +50/-63.3 +50/-58.51 i O•.
551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.4 +50/-64.7 +50/-59.9 +50/-55.2 ,5cF`SA.4 O R 10 P'jN `�,
59 1/2 +50/ 69.6 +60/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +501-69m6 +50137.1 +50131.6 +50/-56.9 +50/-52.4 '
63 1/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/31.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-54.3 +50/-50.0 felt
671/2 I-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/34.1 +50/-54.1 +50/-54.1 +501-54.1 +50/-52.1 +47.9/-47.9
71 1/2 ++k2-7--4 8.2+48.2/48.2+48.2/48.2+48.2/48.2+48.2/48.2+48.2/48.2+48.2/ 48.2+48.2/48.2+48.2/48.2 +46/46.0 4/27/2015
74 +45.1/-45.1 +45/-45 +45/45 +45/45 +45/-45 +45/-45 +45/45 +45145 +45/-45 +45/-45
LUCAS A.TURNER,P.E.
j5801
FIN WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C ORD FL PE 1i
1239 JABARA RA AVE.A
k47-1/2
Unit Height NORTH PORT,FL 34288
351/2 391/2 431/2 47 1/2 51 112 551/2 591/2 631/2 671/2 72 GLASS TYPE C GLASS TYPED PH.941-380-1574
-+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.8 +50/-69.6 +50/-64.5 SHEET DESCRIPTION:
+501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.9 +501-69.2 +50/-64.3 +50/-59.6 DESIGN PRESSURE
+507.75--,+507°75-+50/-75--+50d--75- -+50d--75--+50d--75---+50.L-70.0-_+50./-34.6_+50 L-59.9_+50/-55.4 CHARTS AND GLAZING
-- ------_--___ - _ DETAILS_
+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.1 +50/36.0 +50130.7 +50/-56.3 +50/-52.0 DRAWN BY: DATE:
+50/-71.1 +501-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-68.5 +50/-62.5 +50/37.5 +50/-53.2 +49.1/49.1 EMK 04/22/15
591/2 +50/-61.9 +50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +50/-61.9 +50/-59.6 +50/-54.7 +50/-50.6 +46.6/46.6
DWGq: REV.;
63 112 +50/-54.3 +50/-54.3 +501-54m3 +50/-54.3 +50/-54.3 +501-54.3 +50/-54.3 +50-/-52.4 +48.3/-48.3+44.41-44.4
671/2 +48.1/-48.1+48.1/48.1+48.1/-48.1 +48.1/48.1+48.1/48.1+48.1/48.1+48.11-48.11+48.1/48.11+46.3/46.3+42.6_/ 42.6 NOTE: CWS-1059
71 1/2 +42.8/42.8+42.8/42.8+42.8/42.8+42.8/42.8+42.8/42.8+42.8/42.6+42.8/42.8+42.6/42.8+42.8/-42.8+40.9/-40.9 SCALE:
SHEET
74 +40.1!-40.1 +4U/-4U I +4U/-4U +40 1 40 +40/-40 +40/-40 +401-413 1 +4U/-4U I +4U/-4U +40/-40 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
1 18 3 11 6 3 2 2 13 3 11 18 OCALA,FLORIDA 34474
www.cws.cc
620 PVC
HORIZ.SLIDER
NON-IMPACT
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14 0
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30 F-1
1 11 0
9 D 3 In
34 9 19 31 5 6 34 33 6 6 1 3 ZO W
4 D D SECTION VIEW B-B a
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3 38 39 0
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20
4/27/2015
1 E9 1 aa SECTION VIEW C-C LUCAS A.TURNER,P.E.❑ MTG RAIL REINFORCEMENT(2011)REQUIRED PE#
p� p� ON UNIT HEIGHTS ABOVE 63"
123939 JABARA RA AVE.A
1 NORTH PORT,FL 34288
PH.941-380-1574
— SHEET DESCRIPTION:
SECTION VIEWS
- SECTION VIEW A-A — - - ---- — --— - -- -- - ---- — -
DRAWN BY: DATE:
ALTERNATE FIN FRAME EMK 04/22/15
DWG 4: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-1059
7-8,10,12,15-16&21 sCALE: SHEET
1.2 3OF6
PARTS LIST CORNER CONSTRUCTION
ITEM PART DESCRIPTION MATERIAL VENDOR 41l8^—�{ � '
1 I H-6127 IMAIN FRAME PVC ATN
2 1 H-6135 ISASH INTERLOCK RAIL,INT.PANEL PVC ATN WINDOW SYSTEMS
3 1 H-6139 ISASH DRAW RAIL PVC ATN 1 1900 SW 44TH AVE.
4 1 H-6140 ISASHAIL PVC ATN 1 1/2^ OCALA,FLORIDA 34474
5 1 H-6140 ISASH INTERLOCK RAIL,EXT.PANEL PVC ATN WWW.CWS.CC
6 1 P-3028 ISETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE
7 1 P-3029 ISCREEN LIFT TABS STEEL SUMMIT 1/16" a 5
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN d 1/a^ 1 15/16^ CORNER wSLo 62�PVC
ALL SIDES HORIZ.SLIDER
9 P3218 SCREEN FRAME ALUM FLA SCREEN GJ 1:e
10 1 P-3228 ISCREEN SPLINE DAPA B NON-IMPACT
11 1 P-3305 JWTSP.,0.187"x 0.270"SOFT FIN AMESBURY
12 1 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL
13 P-3783 IMPACT SASH LOCK INTERLOCK w
14 P-3784 KEEPER INTERLOCK
15 P-4146 #8-18 x 0.750"FH PH#2 POINTTEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 ❑
16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN
17 P-5420 WEEP COVER ASSY NYLON ASHLAND in
18 P-5421 0.625"HOLE PLUG NYLON HEYCO cn
19 P-5423 #8-18 x 0.500"PN PH TEK#2 POINT ZP STEEL FASTENAL f`1 11/16" 21/8" z
20 P-5428 ROLLER ASSY AMESBURY 050^ O
7/16" 5/16" SQ
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER Z
24 P-5441 L BLOCK NYLON 1/16^ 1/16" LLI
26 S-2004 REINF.,SIDE RAIL ALUM ASCEND 1 15/16" 7 115116" 1 3/16" 2a 15/16" 33 a-
27
27 S-2005 REINF,MEETING RAIL,INT.PANEL ALUM ASCEND L-771 2 D 3
28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND cn
w
29 S-2030 ROLLER TRACK ALUM ASCEND ❑
30 S-2030 ANTI-LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141
31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK idzi
32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND
33 S-6141 0.875"GLAZING BEAD PVC ATN
34 GLASS SEE SHEET 1 1/16^ ,„s^ 1 5/161” 1 Sl1s^- 1516"
35 DOW CORNING 1199 SILICONE '1
3637 LS-2O1
PURFECTGLAZE"H',SIKAFLEX552 SILICONE HENKEL/SIKH I ��' No 58201 '':1�
38 #8 xN5/8"PH FLAT WHITE SMS STEEL ASTENAL RNAL ALUM I ASCEND1 5/16" 31 1 1/16^ 3 1 1/1�6- 7 11/1+s"v1 s" "9'. STATE OF .39 COVER,EXT.REINF. PVC TEAM PLASTICS 093" 1/16" %O�.
LINE 1TEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-5-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004 ',,�'��S...... ?,,
,25
5!8" —19/16 3/g" 7/16" z�
�� � /1 4/.TUR 5
1/16^ 9 30 7/a^ 1" LUCAS A.TURNER,P.E.
L v1 s^
L. FL PE#58201
ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 PVC COVER-P-5400 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DRAWN BY: DATE:
EMK 04/22/15
DWG#: REV.:
CWS-1059 -
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
ANCHOR AT MIDSPAN 8-MAX O.C.(TYP.) OCALA,FLORIDA 34474
FOR UNIT HEIGHTS OVER 63"(TYP.) 3"(TYPW W W.CWS.CC
.) 4"MAX.(TYP.)
6"MAX.(TYP.) 6"(TYP) SEE NO E 2 4"MAX(TYP) --1 �^3-THRU FRAME ANCHOR(TYP.)
6"MAX.(TYP.) 620 PVC
SEE NOTE 2 HORIZ.SLIDER
AN HOR trip) NON-IMPACT
16 1/4" INSTALLATION
MAX.O.C. ANCHOR(TYP.)
(TYP.) MAX.MO.C. u,j
(TYP.) Q
X X X X
U)
Z
O
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ow
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) z
NOTE THRU FRAME ANCHORS @ MTG RAIL
'tiJNunq«
p10 RE W
No 56201 '�7y
NOTES: :9• STATE OF d•�:
:O
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. c�O R
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 ���osilotNA
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 6. 4/27/2015
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 6. 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
OPTIONAL. ANCHOR SCHEDULE AND
---- — _ _ _ _ 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. EMK 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: 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-1059 -
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMDMA 300(EXTERIOR DOORS) SCALE: SHEET
120 5OF6
MIN.EMBEDMENT /�,�,��y
SEE TABLE 1 SUBSTRATE f 1 7//lC\7r//Ilm'
TYPICAL HEAD ANCHORAGE BY OTHERS VW-f�N1LLL444111444000
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, LTH AVE.
1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 620 PVC
BY INSTALLER HORIZ.SLIDER
INSIDE AND OUT p MIN.EMBEDMENT
SEALANT BEHIND O DD oo SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
a Qo PERIMETER SEALANT H
PERIMETER SEALANT �]ooa BY NSTALLER 0
BY INSTALLER �c INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 m
FLANGE BY INSTALLER SEALANT BEHIND rn
FIN BY INSTALLER Z
INSTALLATION ANCHOR ^
SEE TABLE 1 !� HORIZONTAL SECTION C HORIZONTAL SECTION O
6
6 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W
O DC
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, v
SEE SHEET 5 ANCHOR LAYOUT. cn
w
0
O
Z
SEALANT BEHIND 1/4"MAX.SHIM
FLANGE BY INSTALLERp 0 %10'�NORELy�"'li,
pl 4!
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 No 58201 '•1�
INSIDE AND OUT VA
it
SUBSTRATE BY OTHERS MIN.EDGE DIST. 9• STATE OF i4f
SEE TABLE 1 SEE TABLE 10 4
SEALANT UNDER SCREW A VERTICAL SECTION '��F .
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE ���is/ONA1.��.�`
�11!!l11111\�,,
0o r
TABLE 1:APPROVED INSTALLATION FASTENERS 4/27/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"RW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8" INSTALLATION DETAILS
_
— _ ___ OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" -FLANGE REMOVAL NOTE:PARTIALL-Y OR-FULL-Y-REMOVING THE.FLANGE,_ _—DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR RW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/22/15
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-1059
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scALE: SHEET
1:2 60F6