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dbd 't USER:Public User
Produc[_ApQroval Menu>Product or Aoolication Search>Application List>A�FL17234-R4
Detail
FL#
Application Type ation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@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/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Fntity Yes No N/A
FL17234 R4 COC 6thEdFBC-FL17234.pdf
Product Approval Method Method 1 Option A
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending FBC Approval
Date Approved 09/10/2017
Summary of Products
F Model,Number or Name Description
"ll17234.1 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 FL17234R4_CCAC_CAR 138-_1305.pdf
Approved for use outside HVHZ:Yes FL17234 R4 C.CAC CAR.138-1306.pdf
Impact Resistant:No F1.17234 R4_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 R4. II_CWS-935CH_610 NI).pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL1..7234__R4_AE_Eva Re -CWS-935C(_SH-630 NI),Qdf
Created by Independent Third Party:Yes
Back Nesst
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 Flonda 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
emads 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:
C;re-d11 C P I d
Safe
SINGLE HUNG - NON-IMPACT GENERAL NOTES: DDQ
(SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND CCWINDOWiTEMS
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-CW S.CC
I 54 3(8. _ _ 54 318' 3.CONFIGURATIONS:"O/X'.
FLANGE WIDTH FLANGE WIDTH 610 PVC
4.DESIGN PRESSURE RATING(SEE SHEET 2):
53 t/6' - r 53 t/8' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE RUNG
U
MAX NITWIDTH —� MAX UNITWIDTH AND GLASS TABLES ASTM E-1300-04, i NON-IMPACT
I I
49 _ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS OLD
6'
LO G49 t/LASS DLO � WATER INFILTRATION TEST PRESSURE AND GLASS
i TABLES ASTM E-1300-04.
3 t n F
__ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT a a
T BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o D
SHEET 7 FOR ANCHOR DETAILS.W D DURATION
I FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR � ��
77114' 771/4• I CALCULATIONS. w W W m
FLANGE FLANGE Tn
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT Z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE a Q
B O B O 423176' DEBRIS REGION. y 0 Z
i 76" GLASS DLO W
MAX �5/16"DL I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT w w a
HEIGHT
GLASS DLO 7fi" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ D ao
HEIGHT C / MAX o F U
UNIT 8.SERIES/MODEL DESIGNATION SH-610. w t rn
B HEIGHT
/ w a W
THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z
1 i X.OPERABLE SASH,O-FIXED SASH
/ U m<Z
7F 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A
X 4`ppml�gq/
371/4• 0 SIMILAR LOCATION. ; )14;,
p��
MAX 1 7 30118 X 17316' .��GENg�Ggy
SASH I I MAX CLASS DLO 11.EXTERNAL WEEP SLOT-1/4 X 1-1/2'LOCATED 5"FROM
HEIGHT 1 315176• SASH BOTH ENDS.: No 58201 '�9$
GLASS DLO HEIGHT
7U� D /� Lucas A.Tumer 9�: 6TATE OF '
2016-02-23 �• *:2�4.�
D fJ 47' - 09:29-05:00 '.�c�p•.......
C G46iSOLD
A MAX SASH WIDTH YZ
-- 4/" 2123/2016
GLASS DLO ORIEL
- - 49 15/16- - LUCAS A.TURNER,P.E.
AX SASH WIDTH FL PE#58201
1239 JABAA AVE.
ILIAL SPLIT NORTH PORT FL 34288
PH.941-380.1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CO SIZE REINFORCEMENTDRAWNBYA DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
GENERAL NOTES 6 ELEVATIONS.....1
DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/os�1a
GLAZING DETAILS...............................3 SEE COMPARATIVE G1.
SECTION VIEWS..................................4
EXTRUSIONS 8 B.O.M..........................5 53-1/8"x 76" '2011 ANALYSIS CHART, SHEET 2 NON CWS-935 I c
ANCHOR SCHEDULE 6 NOTES..........6 5 HI ORIEL
INSTALLATION DETAIL.......................7 SHEET
- - __ ___ __•ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL d 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 TypewS,C,or D
Unit Unitin. �S/ISthYIWU
Heights in. 23 1/2 27 1/2 29 2 31 2 1 35 2 39 1/2 41 2 43 1/2 47 1/2 51 1/2 53 II& WINDOW SYSTEMS
35 1/2 +50.0/-75.11 .+S0.0/-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 'o.0/-71!51 +5o - .0 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
+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 +50.0/-75.0 WWW.CWS.CC
41 1/2 +50.0/-75.0 +50.0/-7S.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
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%75.0 +50.0/-75.0 + -75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC
47 1/2 +50,0/-7S.0 +50.0/-75.0 +50.0/-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/-68.9 +SO.O/-66.2
51 1/2 +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/-75.0 1+50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/.75.0 +50.1105.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +S0.0/-75.0 +50.0/-75.0 1+50.0/a1.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT
i 55 1/2 +50.0/-75.0 +50.0/-75,0 +50,01-7S.0 +50.0/-75.0 +50.0/-75.0 +SO.O/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-621 +50.0/-59.5
59 1/2 +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/-75.0 +50.0/-66.8 +50.0/-59.S +50.0/-57.0
63 1/2 +50.0/-7S.0 +500/-72.9 +50.0/-720 +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
65 1/2 +50.0/-73.2 +50. -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 ?c o
67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-66.4 +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 1+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/-S6.5 +50.0/-56.5 +50,0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-SL5 w w w m
74 3/4 +50.0/-59.9 +50.0/-S5.6 +50.0%54,1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50,0/-50.4 2
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 m O
y to
a $.
z>
OILu
o 0 o a
Desi n Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and GlassTypes C or D in the Fixed l0 7 i U
Unit Unit Widthsin. c ; c w
Heights lin. 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 2 43 1/2 47 1/2 51 1/2 53 1/8 It S wo
35 1/2 +50.005.0 +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/-75.0 U to<2
39 1/2 +S0.0/-7S.0 +50,0/-75,0 +50.0/-75.0 +SO.O/-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
41 1/2 +50.0/45.0 +50,0/-7S.0 +50.0/45.0 +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/-74.2 +50.0/-71.3
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 CEIVBF..�Q,`�,
47 1/2 +50.0/-75.0 +50.0/-75,0 +50.0/-75.0 +50.0/-75.0 +SO.o/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 .Jit No 58201
51 1/2 +50.0/-69.0 +SO.O/-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 *e * c
53 1/2 +50.0/-64.4 +500/-63.4 +50,0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/•61.2 +50.0/41.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5
:•oi rar
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 Off.•A. ',:���•
59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +SO.O/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50,1 +50.01-50.0 +50.0/-50.0 +50.0/-50.0 •.�Fsp•..OR!�•'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 +5D.0/-50.0 +50.0/-50.0
65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-S0.0 +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
r74
7 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/-SO.O
1 1/2 +50.0/-52.5 +SO.o/-So.a +SO.o/-50.0 +50.0/-50.0 +50.0/-SO.o +50.0/-SO.o +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/232016
3/4 +50.0/-52.5 +50.0/-501 +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 +Sp.O/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E.
6 +50.0/-52.5 +50.0/.504 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/•50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PEN 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
- SHEET DESCRIPTION:
i
DESIGN PRESSURE
CHARTS
AWN BY DATE
ADE 08109/14
NOTE: CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. - ` SHEET
1:1 2OF7
j i WINDOW SYSTEMS
1900 SW 44TH AVE.
FLORIDA
CCA 34474
WWW.CW -
610 PVC
I
1 SINGLE HUNG i
i NON-IMPACT
o ? o O
W� LL'
m
7R'OVERALL F7/8'OVERALL 7A7'OVERALL 7/8'OVERALL 2
12'ANNEALED 1/8'TEMPERED 3/16'ANNEALED 116'TEMPERED I O
0 TA
5/8'AIR SPACE 5/8'AIRSPACE 12'AIR SPACE 12'AIRSPACE eQ Z W
1/8'ANNEALED 1/8'TEMPERED 116'ANNEALED 116'TEMPEREDrt
w Wa Q
0 0 w 2
SIKAFLEX 55208 SIKAFLEX 55208 SIKAFLE%55208 w ~ U
46 PURFECT GLAZE'H* 46 SIKAFLEX 55208 46 PURFECT GLAZE'H' PURFECT GLAZE'H' G 3 W
PURFECT GLAZE'H' g Z j
SAP GLASS BITE 5/8'GLASS SITE 5J6'GLASS SITE 58'GLASS BITE Uma 2
{1{{t{711111.....
Gq_��
No 58201 %-ps
^9L.
STATE OF
ID
�ONA�1��{{�
(!!'��EA GLASS TYPE B GLASS TYPE C GLASS TYPE D
2232016
LUCAS A.TURNER,P.E.
FL PE 11158201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
iET DESCRIPTION:
GLAZING DETAILS
D AWN By:
ADE 08/09/14
',ADW F. ..
CWS-935SHEET
C
a1:1 3OF7
i
INTERIOR
WINDOW SYSTEMS
rV 14 4 1 9 13 2 1900 SW 44TH AVE.
I FLORIDA34474
WWW.CWS.CC
i
_
610 PVC
n SINGLE HUNG
NON-IMPACT
_ Qeea I o n n F j
9 --
9 L/ 10 ]C Y Y
W m
I I SECTION 8-B W W.
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, J $ OZI
RIGHT SIDE SHOWS SASH SECTION VIEW. N
m �
49 4 i a R1:!w
< 'O'Q.
8 w
d o a
O W U
0
g',o
I -
INTERIOR - U m aO
punopry
7 �3 - 00 Ely?�i4
32 �4p5.��G E NSF
_.•No 56201 '.'P5�
;
90. STATE OF .4rj
5
2/23/2016
31
SECTION D-D LUCAS A.TURNER,P.E.
46' FLPE#56201
10, 47� O a DEEP POCKET UNI-FRAME 1239=5.8,1 AVE.
RTH PORT,
NO . 5288
a 380.
SHEET DESCRIPTION
�
NOTES:
a o -FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
AND STANDARD FRAME TYPES.
SECTION A-A SECTION C-C •880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN Y: DATE
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14 !
AND UNI-FRAME SHOWN IN SECTION B-B)
EXTERNAL REINFORCEMENT REQUIRED ON ow °
UNIT WIDTHS OVER 37'WITH THE H-6137CWS•935 C
, :
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. ( 1:2 4 OF 7
L �
ITEM PART DESCRIPTION MATERIAL VENDOR 3112' _ FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTERFRAME PVC ATN 37/16- -- ((!lT]fU//A(Y�f]lYlM7/Jn
2 H-6125 IAMBS OUTERFRAME PVC ATN , 1&i6'
3 H-6126 SI OUTERFRAME PVC ATN 1 2 3j X18' 1 WINDOW SYSTEMS
4 Hfi132 SASH SIDE RAIL- PVC ATN 6- Rl j OCA A, 44TH AVE.
��..1 OCALA,FLORIDA 34474
5 H-6136 SASH BOTTOM RAIL PVC ATN I������..JI 1/16' 1/16'1 1/16 WWW-CWS.CC
6 H-6137 FIXED MEETING RAIL PVC ATN 9176' �LI 3 7/8' I --1
7 H-6138 SASH TOP RAIL PVC ATN - _J- REINF.SSR HD
IS 5-6141 GLAZING BEAD PVC ATN 1� 5-2006 CORNER WELD B(ALL SIDES) 610 PVC
9 S-6142 SASH STOP PVCM
! &4' SINGLE HUNG
10 S-6143 SCREEN ADAPTOR PVC 20
' it P-5085 WSTY LONBULB VINYL __ t&16" NONIMPACT
12 P-5086 WSTP OLON BULB VINYL PVC FRAME HEAD&JAMB
13 BALANCERS-CONSTANT FORCE RT 562 H-6125 PVC FRAME SILL .050' tO N I
H-6126 3 n n w
14 P-5392 SASH TILT LATCH NYLON F
15 P-5393 PIVOTCARRIER NYLON INTERLOCK a a ;
5-2001 0 o O
16 P-5396 PIVOT BAR SS '�11----- I--17 P-35151#8■5/8 PHIL FLAT WHITE SMS STEEL FASTENAL 5/16 5118' &4•
FIXED MEETING RAIL W W ujm
18 P43161I8%34PHIL FIAT[ek STEEL FASTENAI. �y'I V 1yLY --(J T— 1 SCREWED TOGETHER WITH
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15/16 050 e L 1/16' OUTERFRAME J 2 z
20 S-2001 INTERLOCKRAIL ALUM ASCEND 074' 1 LL 0
21 S-2006 REINF SASH SIDE PAL,HO ALUM ASCEND PVC GLAZING BEADN o 9
PVC SASH STOP PVC SCREEN ADAPTOR a N z>
22 S-2007 REINF BOTTOMRAIL ALUM ASCEND S-6141 S-6138 S-6143 ¢ O 2
23 S-2008 REI NF,FMR ALUM ASCEND t++ i H
24 5-2009 REINF TOP RAIL ALUM ASCEND 1 NIT h-111/lg O W Q
25 S-2011 REINF EXTERNAL ALUM ASCEND 1 7116— 21/8
26 P-5388 LOCKS NYLON LAWRENCE 4 5 6 7 7 0Q
17 P-5389 KEEPERS NYLON LAWRENCE
28 P-4779 WEEP COVER �� �(� ..
NYLON M&M t 7/16' '`��'/ t 7n 6' 1 7/8' -1n6' 17/16' 1/18' U m<O
29 P-5397 FMR ENDCAP NYLON M&M 1/16' IL 1/16' _
30 P-5400 COVER,FMR REINF. PVC TEAM PLASTICS —_ ,�114111D w 414 44
I
31 HOTMELT SILICONE TRUSEAL J
PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL .0pf?;•SGEIV S'•.�Q
32 P-3305 WSTP..270 X 187 SOFT TOUCH FIN ULTRAPAB H-6132 H-6136 H-6137 H-6138 G S• F•.,'yam.
33 P-5425 WSTP.200 X S/8'X S/8-DUST PWG ULTRAFAB :• No 58201
31 P-5390 HOLE PLUG NYLON B.
�wi
35 GLASS SEE SHEET 2 1&16 &16, 9116' 1 3/6'
II-
36 P-4638 88%2-1 2 PHILTRUSS Lek STEEL FASTENAL }.� -� 9•. 6TATE OF W�
11 �� p 23
..
.37 P-3218 SCREEN FRAME ALUM FLA SCREEN L(I"rj--r,•:' 'E5�' 7/B 1� .P%;�C
... 38- P-4754 SCREEN CORNER KEY NYLON FLA SCREEN u L-1/16' 116• 1/16' 4135 �1
39 P-3228 SCREEN SPLINE OAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL I fop telow, p�1 I
40 P-3029 SCREEN LIFTS SUMMIT S-2007 S-2008 S-2DD9 S-2011 ��
41 P-3033 SCREEN SPRINGS FLA SCREEN
42 BALANCERS-CONSTANT FORCE RT 860 —37/16" 2/23/1018
43 H-6157 HD FIXED MEETING RAIL PVCIXEY-MARK
ON 111/16�-1
44 H-6193 UNI-FRAME BSO KAIANCERS 'PVCON �--113/16.--1 fi --15n6,--I LUCASAT#58201P.E.
FL PE 858201
45 H-2115 REINF HD FMR ALUM 1239 JABARA AVE.
46 S-6216 UNI-FRAME SI LL POCKET INSERT PVCON 21/16' 21/8' r 4 NORTH PORT,FL 34288
47 5-6217 UNI-FRAME SCREEN RETAINER PVCON 1/18' 11/8Ills- 13118PH.941-380-1574
48P37831OCK51MPACT STEEL LOCK 39t6' 0Lr liSi�J SHEET DESCRIPTION49 P-3784 KEEPERS IMPACT STEEL LOCK 1/16
PVC SILL POCKET INSERT REINF.HD FMR
- a S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
1' H-6157 6005A-T5
A N BY: DATE
str / ADE 08/09/14
PVC FRAME }- 1/16' OWG e. ..
H-6193 7/16' CWS-935 C
sca
PVC SCREEN RETAINER SHEET
ER
-• - ...: NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. 1:2 I 5 OF 7
1
T
' MIDPOINT @WIDTHS OVER 3T WINDOW SYSTEMS
�
- 6-MAX(TYR.) 19DO SW 44TH AVE.
. 1'MAXMAK(TVP.)+{ ---}6-MAX.O.C.(TVP.) OCALA,FLORIDA 34474
6-MAX.(TYP.) SEE NOTE 2 4'MAX(TYP.) If I SEE NOTE 2 WWW.CWS.CC
610 PVC
i SINGLE HUNG
MAx.o.c. NON-IMPACT
141/2' O ITYP.1 O m m ,n.
MAX.O.C.
- (TVP.) a a e7
m
-INSTALLATION w w w
ANCHORS(TVP.)
3 ( ') u Q
• 3'
INSTALLATION UI wa
ANCHORS(TYP.) ¢ p p
i Q j W
2 � 0,
.. Q Z
NCNOSILL OR ANCA RE(o011Eq E) - _ ANCHOR LAYOUT_(FINI ,�� Pj40REW ITG�4
J4py.��CEAISF•.'Pytn
No 58201
=-0 a.
9; STATE OF t 4T+`
NOTES: OR I
Off. A, �• 2TU�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ops3�abON'.60
.... �3
tl
'. 2.SHIM AS REO 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. x Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/232016 _
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 PEA 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 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 Y' A :
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. DWG 4:
III V�
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
. ...., ,... 1. ..FMA/AAMA 100 FIN WINDOWS). AAM"?. I.,MC..M."4h1•YAS`I;FMPJWDMA 2S
. ..'.. '. _ .-:' ( 1 '�(� ,.0(BOXWINDOWS), COORS) SHEET
__ 1:20 60F7
j
MIN.EMBEDMENT SUBSTRATE
SEE TABLE t
TYPICAL HEAD ANCHORAGE
BY
OTHERS WINDOyy SYSTEMS
SEE TABLE 1
MN.EDGE DIST. 1/4"MAX SHIM MIN.EDGE DIST. SUBSTRATE 1800 SW-44TH AVE.
SEE TABLE t SEE TABLECII BY
OTHERS FLORIDA•34474
SEE TABLE I OCALA,. .
SUBSTRATE BY OTHERS MIN.EDGE DIST. iM"MAX.SHIM W W W.CWS:CC
SEE TABLE 1 SEE TABLE 7
.IN.EMBEDMENT 610 PUC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR —
BY INSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE AND OUT __ D MW.EMBEDMENT
SEALANT BEHIND J �' SEE TABLE .'NON-IMPACT
FLANGE BY INSTALLER �1/P MAX.SHIM n 0❑
❑ 1 f0.If1 N
U _OPI_�W
PERIBY SEALANT H
METER
Qmee NSIDE AND OUT
ER
PERIMETER SEALANT Q c
BYINSTALLER
- INSIDE AND OUT INSTALLATION ANCHOR Y Y Y
SEALANT BEHIND SEE TABLE 1 W W m
FLANGE Y INSTALLER I SEALANT BEHIND wn
INSTALLATION ANCHOR -- - " FIN BY INSTALLER Q Z
SEE TABLE 1 577=1 HORIZONTAL SECTION C HORIZONTAL SECTION =�^
7 TYPICAL JAMB ANCHORAGE I 7 TYPICAL FIN AN
CHOLUGE y
- • HEAD AND SILL SIMILAR FOR FIN INSTALLATION c O W
R
CONTINUOUS DSL 1/4'BEAD SEALANT ¢ n a
AROUND PERIMETER ALLINDICATED O W Q
POINTS BETWEEN FRAME•ANDSUBSTRATE G U
BVINSTALLER D 3 O W
p - 5 2 O
i Ua0<Z
1/4'MAX.SHIM
SEA_ FLANGE BB MSN INSTALLER � ,`�0o RE W 414��i
PERIMETER SEALANT
BY INSTALLER v:• No 58201 .
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1 A VERTICAL SECTION STATE OF
7 TYPICAL SILL ANCHORAGE ����'
NO SILL AN
REOUIRED
El
TABLE I:APPROVED INSTALLATION FASTENERS ❑All
2/23/20/6
F ME TYPE SUBSTRATE TYPE HOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P,E.
LA CONCRETE(2.0 KSI MW.) - 1" 1-1/8" FL PE 7f 58201
FLA HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) PCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MN.) 3/16"ELCO ULTRACON 1" 1" BV INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM GINSIDE AND OUT 90) 3116'ELCO ULTRACON 1-1/4' 2.112" D HORIZONTAL SECTION PH.941.380-1574
3/16" W TAPCON 7 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MN.SOUTHERN PINE(G-0.55) R 13/8" 7/� SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATIONOR ELCO ULTRACONINSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1.3/8" 7/8'
16 GAUGE(0.060")MN.STEEL STUD 810-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, Av
WN : DA
FLANGE 7/18' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060' ADE 08/09/14
1/8"ALUM.(6063-T5 MIN.)OR X10 GRADE 5 SELF-TAPPING I FULL THREAD •MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 4: WEV
FLANGE
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
CWS-935 C
FN 2X MIN.SOUTHERN PWE(G-0.55) A70 WOOD SCREW 1-1/2' 1/2" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS S T -
........... .r SHOWN SOH I-LANUE WINDOWS. - �
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. _ ___ __ 1:2 I 7 OF 7