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Product Approval
:� 5�1 .USER:Public User
Product pproval Menu>Product or ApRlication Search>Alpolication List>Application Detail
FL# FL1723�
Application Type Re"is
Code Version 2017
I L
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the,POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474 RECEIVED
(3S2)368-6922: Ext 2 31
jlathrop@cws.cc
JAN 0 3 2019
Authorized Signature Kevin Pine
kpine@cws.cc ST. Lucie County,Permitting
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
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
hftps://www.floridabuildina.ora/or/or ann
12/12/2018 Florida Building Code Online
bate Submitted 08/22/2018
Date Validated 08/27/2018
Date Pending FBC Approval
Date Approved 09/06/2018
Summary of Products
FL# Model,Number or Name Description \;
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76" --j
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf E
Approved for use outside HVHZ:Yes FL17234 RS C CAC CAR 138-1306.pddf.
Impact Resistant: No 234 R5 C CAC CAR 138- _ f
Design Pressure: +50/-50 QualityAssurance Contract Expiration Date i
Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 11/30/2019 j
Fin,Flange,DP+50/-50 PSF.Glass complies with ASTM E1300= Installation Instructions I
04. FL17234 R5 II CWS-935C(SH-610,NI)_pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes i
Evaluation Reports j
FL17234 RS AE EvalRep CWS-935C(SH-610, VI).pdf
Created by Independent Third Party:Yes R
Sack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooy.Light 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.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:
am W R
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:Safe
httDs://www.floridabuildina.ora/Dr/Dr aDD dtl.asDx?Daram=wGEVXOwtDovOODGOvtVmPaTXvh1 m%9f4715h55YPinvNwr-riRlwo/9fnRvYO]/.'AtIo/Rri �f9
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) i W W WCWS.CC
543/8" 543.8" ---- 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH,— FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): G1O PVC
531/8" —y 531/8° -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE I SINGLE HUNG
I - MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300.04. I .NON-IMPACT
491116" - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.
FMAXUNITWIDTH
491/16" --- -- WATER INFILTRATION TEST PRESSURE AND GLASS
GLASS DLO i GLASS DLO i TABLES ASTM E-1300.04. :m �2
o Inn W
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT a a M a
l'—--- BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE
SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION -
t 1 FACTOR Cd='1.6 WAS USED FOR WOOD ANCHOR i w w w m
77114, 771/4^ CALCULATIONS.
FLANGE FLANGE N -
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT m z
O PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE - 2 O
B O 423116" DEBRIS REGION. I w b
B a0 R Z
MAX I 346!16- GLASS DLO 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT I i ¢ w O Cr
UNIT GLASS OLD 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ o a
HEIGHT C / O k2 w ,
MAX
UNIT 8.SERIES/MODEL DESIGNATION SH-610. ( w a
j-'-- HEIGHT / p w a W
_ 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: _--, -Y z L?o
7 _--- X=OPERABLE SASH,O=FIXED SASH i
F7 /
jom < ..
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A t/lll/lr/
j 371/4° X - 1 SIMILAR LOCATION. `,����lpaDREGV:t���rr
MAx - I I 301/8" X 273x1 s^ _ �r Qom.•' GEN$•..�Q �.
SASH I I MAX ,` GLASS DLO 11.EXTERNAL WEEP SLOT-1/4 x 1-1/2"LOCATED 5"FROM I y��G F .Q firs
SASH I v;' No 58201
HEIGHT I 34 5116" BOTH ENDS.
1 ^ D / GLASS DLO HEIGHT i +,k: * S,x,.
1.
Lucas A.Turner 1-9- STATE OF s 4U z
1 i — 2016-02-23 j '.,0�.; w%
D fJ I
A I 47 i 09:29-05:00 -o,Fs.coRtaao .'
7_ - I I I GLASS DLO - �0641/ONAI.SNllq'
4915W —
A�. —MAX SASH WIDTH
GLASS DLO - ORIEL - zirz-a/zols
-------- 4915/16° — ; LUCAS A.TURNER,P.E.
MAX SASH WIDTH I FL PE#58201
1239 A AVE.
EQUAL SPLIT i NORTH PORT FL 3 288
PH.941-380-1574
SHEET DESCRIPTION: '-
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING a DATE:
LEVATIIOE S
DRAWN
DGENERAL P CHARTSOTES 8 ELEVATIONS:::.2 EQUAL 37°x 76" NONE ADE 08/09/14
----- - -
GLAZING DETAILS...............................3 SEE COMPARATIVE
SECTION VIEWS..................................4 EQUAL NONE
EXTRUSIONS&B.O.M.........................5 53-1/8"x 76" 2011 ANALYSIS CHART, SHEET 2 OWS-935. C
ANCHOR SCHEDULE&NOTES..........6 5 I-II ORIEL SCALE: — SHEET
INSTALLATION DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 120 I
I 1 OF 7
Design Pressures PSF)for Equal Split Configuration with Glass Types A,B,C,or D
Unit Unit Widths In. _ C>ta)7i •� 1
Heights(In.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 34 1/2 41 1/2 43 1/2 47 1/2 51 1/2 1 53 1/8 WINDOW SYSTEMS
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 +50.0j-75.0 +SO0/45,1D +50.0/-75.0 +50.0/-75.0 +50.01-75.0 1900 SW 44TH AVE:.
39 1/2 +50.0j-75.0 +50.0%75.0 +50.0/-75.0 +50.0j-75.0 +50.01-75.0 +50.0%75.0 +50,0/-75.0 +50.0/-75.0 +50:0/-75.0 +50.0j-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 WWW.CWS.CC
43 112 +50.0J-75.0 +50.0%75.0 +50.0%75.0 +50.0%75.0 +5o.o/-75.o +50.01-75.0 +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 +50,01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0j-75.0 +50,005.0 +50A/-68.9 +50.0/-66.2 j 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 1j2• +50.0/-75.0 +5oA/-75.0 +50.01-75.0 +50.005.0 +50.0/-75.0 +50.0J-75.0 +50,0/-75.0 +50.0/-75,0 +SOA/-71.0 +50.0/-63.6 '+50.p/-61.0 NON-IMPACT
S5 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/-75.0 450.005.0 +50.0/-69.5 1 +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/-7S.0 +50,0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0
63 1j2 +50.0/-75.0 +50.0j-72.9 +50.002.0 +50.01-71.6 +50.0/771.6 +50,01-71.6 +50.0/-71.6 +50,01-71.6 +50A/-64.6 +50.0J-57.3 '+511.0/-54.8 o t n Iii
65 112 +50.0/-73.2 +50.0%69,1 +50.0/-6&0 +50.0/-67.4 +50.0%67.3 +50.0j-67.3 +50.0/-67.3 +50.0j-67.3 +50.0/-63.6 +50.0/-56A +50.0/-53.9
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 +50.01-63.4 +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 =5 5.:w w w co
74 3/4 +50.0j-59.9 .+50.0%55.6 +50.0/-54.1 +50.01-53.0 +50.0/-51.8 +50.0%51.7 +50,0/-51.7 +50.01-51.7 1+50.0j-51.7 +50.0/-51.7 +50.0/-50.4 U)
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
= v 0
i In
wd N Z 5
W a O
uj
Design Pressures(PSF)for Oriel Configuration with Glass T es A 0,C,or D in the Sash,and Glass Types C or D In the Fixed o w
Unit Unit Widths(in.) U
Heights(in.) 23 1/2 27 1/2 29 1/2 LU
31 1/2 35 1/2 39 ij2 41 1/2 43 1/2 47 112 51 1/2 53 118 i __ a 0
35 1/2 +50.0/-75,0 +SO.O/-75.0 +50.0/-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 U m ¢ z
39 1/2 +50.01 75.0 +50.01-75.0 +SQ:aj 75.0 +50.01-75.0 +50.0%75.0 +50.0/-75A +50.01-75.0 +50.0/-75.0 +50,01-75A +50.01-75.0 +SQ.aJ-74.1
41 1j2 +50.0/-75.0 +50.0/-75.0 +50.0/-75:0 +50,0/-75.0 +50.01-75.0 +50.01-75.0 +50,0(-75.0 +SQ.OJ-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3M,`v%0�OREW�T�,�;`
43 1/2 +50.0/-75.0 +SO.O/-75.0 +50.0/-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/-71,6 +50.0/-68.9 I ���OQ`•��GENQ
47 ljz +50.01-75.0 +50.01-75.0 +50.0%75.0 +50.0%75.0 +50.0/-75.0 +50,01-75.0 +50.0/-75.0 +50.01-75.0 +50,01-74.8 +SO.a/-67.2 +50.0/-64.6 �v' No 58201
51 1/2 +50.0/-69.0 +50.01-68.4 +50.0/-68.4 _+50.0/-68.4' +50,0/-68.1 +50.0/-67.4 1 +50.0/-67.4 +50,0/-67.4 1 +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 1 +50.0/-61.1 +50,0/-61.1 +50.0/-6L1 +50.0/-61.1 +50.0/-59.5
55 1/2 +50.01-60.3 +50.0/-58,9 +50,0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.01-55.7 +50A/-55.6 +50.01-55.6 +50.01-55.6 +50.01-55,6 ( STATE OF •6i�:
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 +S0,0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +S0.0/_
50.0 ,�iF``�.�4 R i�.p'•`` ���
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 ......
r,�S`•. ,• C?
65 1/2 +50.01-52.5 +50.0/-50A +50.OJ-50.0 +50A/-50.0 +50.01-50.0 +50.0J-50.0 +50,0/-50.0 +50,0J-50.0 +50.01-50.0 +50.0%50.0 +50.01/-50.0 `��r,,;�NAl-
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 ]51*50.4
-50,4 +50.0/-50.0 +50.0/-50.0 +_50__0/-5__0._0r+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
74 314 +50.Oj-52.5 -50.4 +50.0/-50A +50.0%50.0 +50.0/-S0.0 +SO.OJ-50.0 +SO.OJ-SOA +SOAJ-So.d +50,01-50.0 +SO.Qj-50.0 +50.01-50.0 LUCAS A.TURNER,P.E.
76 +50.01-52.5 +50.0/-50.0 +50.01-50.0 +50.0/-50.0 +SQ.OJ-50.0 +50.01-SQ.O 150.0/-50.0 +50,0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PE#58201 r
j 1239 JABARA AVE.
I NORTH PORT,FL 34286
PH.941-300-1574
SHEET E�lPPTTON: _
DESIGN PRESSURE
CHARTS
N BY: DATE:
ADE 08/09/14
NOTE: l5wG
CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE, scAL : $HEFT
� S:1 i 20F7
• WINDOW SYSTEMS '
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
'
610 PVC
SINGLE HUNG
NON-IMPACT
�2 �2 �2
aiz iz: uj
_ �oaoo
wwwr
WwLDm
7/8'OVERALL 7/8"OVERALL 7I8'OVERALL 7/8'OVERALL O Z
1/8'ANNEALED 118"TEMPERED 3/16"ANNEALED 3116'TEMPERED I = mLL O
w e (p
5/8"AIR SPACE 5/8"AIR SPACE 1;2"AIR SPACE i 1/2"AIRSPACE Z W
1/8'ANNEALED 118"TEMPERED 3116"ANNEALED I 3/16'TEMPERED w Q a O C
I" I 0 w R
SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR w ¢
46 SIKAFLEX 552 OR 46 PURFECT GLAZE"H" 46 ❑ 3 ❑
PURFECT GLAZE"H" 48 PURFECT GLAZE"H" ❑ ,L (, w
PURFECT GLAZE'H'
a z � ❑
5/8'GLASS BITE 5/B"GLASS BITE i
5/8"GLASS BITE 518'GLASS BITE U m Q Z
• _ - i <<ttttttilfflfl
-- -- — — i 00OOREV1+ri�.
I ;.��CENSFG�Q,�i��
! No 58201
scare OF
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED
_ I 2/23/2016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE..
NORTH PORT,FL 34286
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
(DRAWN BY: DATE:
ADE 08/09/14
Dwc F___REV:
CWS-935 C
scAL : SHEET
1:1 3OF7
WINDOW SYSTEMS
1900 SW SW 44TH AVE.
2 14 44 21)9 OCALA,FLORIDA 34474
www.Cws.Cc
34 610 PVC
no SINGLE HUNG
� .NON-IMPACT
co I i�2 Fz
,aFzr Iii
❑ - - oaoo
L� 10 }
SECTION B-B w w w m
ca
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Im z
RIGHT SIDE SHOWS SASH SECTION VIEW. 2 a U)
( W 49 4B
x O
y2 26 ,i W ¢ Wa F- CC
CL
OLu
o w D
17 k4, r'ts I �U m ¢ Z
INTERIOR r�rl
�,a 0 s3o 7.17 rO
Na B8201 P
❑M. `::
s S 2/23/2016
3f : 32 LUCAS A.TURNER,P.E.
1 16 � i 46 SECTION D-D i FL PE#58201
EP
11
DEEP UNI-FRAME 1239 JABARA AVE.
3 C) 4 ( NORTHPH034288
2941-380-1574
3 _....-._._ ..
g � Cy IgHEEI`DESCRIPTION:----------
_._.
p p NOTES:
8 FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
AND STANDARD FRAME TYPES. i
SECTION A-A SECTION C-C 880 BALANCERS AND DEEP POCKET.UNI-FRAME DRAWN 6Y: !DATE:
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14
SHOWN IN SECTION B-B)
AND UNI-FRAME EXTERNAL REINFORCEMENT REQUIRED ON DWG -_--
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SCALE: SHEET
NOTE:ITEMS NOT.SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7
ITEMI PART IDESCRIPTION MATERIALI VENDOR 37116• 31/2_• -{_ FRAME CORNER CONSTRUCTION
1 H-6125 IHEAD,OUTERFRAME PVC ATN 'j
2 H-6125 IAMBS OUTERFRAME PVC ATN 1 ° g/16'• x13/16' 1
LD
� I G� I I WINDOW SYSYEP953 H-6126 SI OUTERFRAME PVC ATN 7�2 I21 1900 SW 44TH AVE.4 H-6132 SASH 51DE RAIL PVC ATN 1116 ❑�� 23/8. OCALA,FLORIDA 34474
5 H-6136 SASH BOTTOM RAIL PVC ATN �� WWW.CWS.CC
6 H-6137 FIXEDMEETING RAIL PVC ATN 1116° 1/16" -
gry6• 3 7!8° REINF.SSR HD
7 H•6138 SASH TOP RAIL PVC ATN 0 p S-2006
8 5-6141 GIAZINGBEAD - PVC ATN 0 CORNER WELD
(ALL SIDES) 610 PVC
9 5-6142 SASH STOP PVC ATN ° SINGLE HUNG
10 S-6143 SCREEN ADAPTOR PVC ATN 314'
11 P-5085 WSTP OWN BULB VINYL AMESBURY 0 ' NON-IMPACT
13/16°
12 P-5086 WSTP,OLON BULB VINYL AMESBURY
PVC FRAME HEAD&JAMB
PVC FRAME SILL
13 BALANCERS-CONSTANTFORCERTS62 CALDWELL H-6125 .050"
H-6126
14 P-5392 SASH TILTLATCH NYLON CALDWELL INTERLOCK o_ 1: n H
15 P-5393 PIVOTCARRIER NYLON CALDWELL S-2001 a a M a
_ o ,-o O
16 P-5396 PIVOTBAR 55 CAIOWELL 5116, 13/8'- 31q• Y Y Y
17 P-3515#8 x 5 8 PHIL FLAT WHITE SMS STEEL FASTENAL 5/16°-- �`�"�-_
(�'' FIXED MEETING RAIL }18 P-4146#8 X 3 4 PHIL FIATtek STEEL FASTENAL 15/16° f--08
.050" tel 518°JL..-_a_1/1870 SCREWOEUT OUTERFRAME D TOGETHER WITH ! w w U m z
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 7- LL ]-1='
20 5-2001 INTERLOCK RAIL ALUM ASCEND T 074" 1'8 I O
21 5-2006 REINF SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD ! I rn c/)PVC SASH STOP PVC SCREEN ADAPTOR I m N Z >
22 S-2007 REINF BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143 ' ¢ O W
Lij a: wa a ¢
23 5-2008 REINF,FMR ALUM ASCEND 21/6- 111/16" ( O w 1L
24 S-2009 REINF TOP RAIL ALUM ASCEND __ 1 7116'+ ��+.--•• (� o
25 5-2011 REINF,EXTERNAL ALUM ASCEND IIILLL•••���_-1�7��/16" —2
I i w ¢ V
26 P-5388 LOCKS NYLON LAWRENCE -} I q� �I �� -� -`✓ o w a w
27 P-5389 KEEPERS NYLON LAWRENCE I I `5 a Z
1 1 7116° i 1 718' 1 7116' ••
28 P-4779 WEEP COVER NYLON M&M I 1/16 1116-
29 P-5397 FMR ENDCAP NYLON M&M L 1/16 I — 1116° I _ U m Q Z
30 P-5400 COVER FMR REI NF. PVC TEAM PLASTICS L L L_ i 0110itsttll loaf,
31 HOTMELT slLIcoNE TRUSEAL PVCSIDE H-6132 AIL PVC SASH
6136M RAIL PVC H SASH FMR PVC SASH 137 138 P RAIL `�G`�ps'0RN �G�
32 P-3305 WSTP..270 X 187 SOFTTOUCH FIN ULTRAFAB P, �C Vii
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33 P-5425 W STP.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB J
v; No 58201
34 P-5390 HOLE PLUG NYLON 1 5/16' .9116' 1 3116°
13ns°y 911 s° wro: aC
35 GLASS SEE SHEET 2 9/18' I -i
36 P-463888X2-1/2 PHI LTRUSS tek STEEL FASTENAL - -{— 21 - �q 7/8
37 P-3218 SCREEN FRAME ALUM FLA SCREEN !T 1_ r4���P'c�
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN 1116` 1/16" , 1116° r S�°'•••••....
39 P-3228 SCREEN SPLINE DA'A REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL rr�ritrip
40 1 P-3029 SCREEN UFTS SUMMIT S-2007 S-2008 S-2009 S-2011
[45
P-3033 SCREEN SPRINGS FLA SCREEN z�
BALANCERS-CONSTANT FORCE RT 880 37116'
01
H•6157 HD FIXED MEETING RAIL PVC VISION } i"�1 11116° 2/23/2016
H-6193 UNI-FRAME 880 BALANCERS PVC VISION I 1'13/16' �' i D� 1 5/1s. I LUCAS A.TURNER,P.E.
H-2115 REINF HD FMR ALUM KEYMARK qq _ ___ '139 A#RA A� - 1239 JABARA AVE.
S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION LJ 21/16' I 4� 21/8" 4� (_'\ r,J�46 NORTH PORT,FL 34288
S-6217 UNI-FRAME SCREEN RETAINER PVC VISION 1116° 11/8° 1/16° �0 13116' III:fTiic 1/16° PH.941-380-1574
P-3783 LOCKS IMPACT STEEL INTERLOCK 39/16' o� L
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK 1116' SHEET DESCRIPTION:
PVC SILL POCKET INSERT REINF.HD FMR
u S-6216 PVC HD FMR H_2115 BOM AND EXTRUSIONS
H-6157 6005A-T5
F-1°- DRAWN BY: DATE:
ADE 08/09/14
PVC FRAME }— I 1116 DWG#:
H-6193 7/16" CWS-935 C
SCALE: — SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER i 1:2 5 OF 7
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.) I SEE NOTE 2 W W W.CWS.CC
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SINGLE HUNG
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MAX.O.C. O
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NOTES:
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1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 Ill 6"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, x
3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE I.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 I LUCAS A.TURNER,P.E.
I 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, 34268
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 7.
SHEEP OESCFiIPT10N:
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-IX 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.
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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 SOF7
MIN.EMBEDMENT 'SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE I BY
yOTHELE,RS
MIN.EDGE DIST. 19"MAX.SHIM SEE TA. MIN,EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TA SEE TABLE I OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS TABLE 114"MAX.SHIM www.cws,cc
SEE TABLE I MIN.EDGEDIST.
_T SEE TABLE,I
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE I INSTALLATION ANCHOR 610 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT a MIN.EMBEDMENT SINGLE HUNG
7 N E
SEALANT BEHIND SEE TABLE I NON-IMPACT
PER"
INSTa I
ALLER
?V M MBE
FLANGE BY INSTALLER 114*MAX.SHIM
•
PERIMETER SEALANT
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BY INSTALLER B
PERIMETER SEALANT SID
BY NSTALLER INSIDE AND OUT
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SEALANT BEHIND
FLANGE BY INSTALLER SEALANT BEHIND U)
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HEAD AND BILL SIMILAR FOR FIN INSTALLATION >
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SEALANT BEHIND
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SUBSTRATE BY OTHERS
SEE TABLE I I 1��Y!T��§ECTION STAT$ OF Ep
TYPICAL SILL ANCHORAGE
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AROUND
POINTS
IN
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2/2312016
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"[TW TAPCON 1. 1-1/8" LUCAS A.TURNER,P.E.
I. 2- PERIMETER SEALANT— FL PE 4 58201
FLANGE HOLLOW OR GROUT-FILLED CMU(t 17 POP MIN.) 3(16'ITW TAPCON 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON I BY INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE ZX MIN.SOUTHERN PINE(G-0.55). 3116"ITW TAPCON 1-3!8" 7/8' 7 BOX FRAME INSTALLATION SRE-EY-D ffd*d_RlPfr0N_F
OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-319, 718!' INSTALLATION DETAILS
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060., T 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY, TE*
1/8'ALUM.(6063-TS WIN.)OR #10 GRADE 5 SELF-TAPPING LL FUTHREA ADE 4
FLANGE 118'STEEL(33 KSI MIN.) DRILLING SCREW THRUI 0.125" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED `bwdT.__
, _ 08 ot,
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935
FIN 2X MIN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-112" SCAL PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS c
SHOWN FOR FLANGE WINDOWS. SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 70F7