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Florida
51 = Product Approval
ye M9 USER:Public User
i P:et:�n�tF:�itrP-^
Product Approval Menu>Product or Application Search>Ap lication=FL17355-R4
l
•' •ik FL#
yr- pp Type ER VED
Application T e Revision
Code Version 2017
Application Status Approved ®
Comments ty, Permitting
Archived -i
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922-6922
Ext 291
jlathrop@cws.cc
Category Windows
p Subcategory Horizontal Slider
�I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 10/16/2021
Validated By Steven M. Urich,PE
✓i Validation Checklist-Hardcopy Received
Certificate of Independence FL17355 R4 COI EvalReport1059.pdf
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
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhiX%2fOfj3JcFdgDV[gL8sBQg%3d%3d 1/2
1/28/2020 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 01/24/2019
Date Validated 02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
Summary of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO, Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1031A(HS-620,XO)_pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A i Evaluation Reports
Other:Max.sizes: 74"x 63"and 74"x 72". See installation ! FL17355 R4 AE EvalReport1031A.pdf
details for DPs. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1067(HS-620,XOX)_pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A !Evaluation Reports
Other: Max.size 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.pdf
1/4.See installation details for DPs. Glass complies with ASTM Created by Independent Third Party: Yes
E1300-04.
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Imus of Use I Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1059(HS-620,XX)_pdE
Approved for use outside HVHZ:Yes ( Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1059.pdf
detail for DPs. Glass complies to ASTM.E1300-04. 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.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 Dfficial 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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https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsRyNwiNWDrYD/D2btGx8TDFNwhjXD/o2fOfj3JcFdgDVIgL8sBQgD/D3d`/o3d 2/2
GENERAL NOTES-
HORIZONTAL
OTES �
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 1f�V-INL7y/tlS�W� SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) www.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-IMPACT321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
r ASTM E-1300-04.
I} 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Q
_ffl
731/4 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p
FLANGE a DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
HEIGHT I 6 WOOD ANCHOR CALCULATIONS. y
72" C m
MAX. C C s G.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U)
UNIT D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z
HEIGHT 6 O
7.ALL FRAMES AND VENTS FULLY WELDED. Fn
X X 67 j
MMAX. 8.SERIES/MODEL DESIGNATION HS-620. O ¢
SASH a~
HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: EE
641/16" X=OPERABLE SASH V
U)
GLALU
DLO 751/4"FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR p
74"MAX.UNIT WIDTH LOCATION. Ci
Z
Ss^ 11.EXTERNAL WEEP SLOT=5116"x 2-1/8"LOCATED 4-1/2"FROM J± T��Nr,����rr�
e
[r7GLASS
SASH WIDTH BOTH ENDS. ,%0 PNOREw"�„�1DL0 A +++�GQ�;.��CENgFG'Pti�,:
56201 ;��
641/4* -- --JE Lucas A.Turner =
FLANGE f Q,
HEIGHT 2015-04-27 /9O; STATE OF :'4/+
63” 21:05-04:00 0,T'.A P,
MAX B /SFS.(p R l 0. �j�=�
HEIGHT X X 591/16" yMAXSASH
HEIGHT 4/27/2015
551/16" LUCAS A.TURNER,P.E.
GLASS FL PE 1158201
DLO 1239 JABARA AVE.
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 REINFDESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS&GLAZING DETAIL........2 . DWT A: REV.:
SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059
EXTRUSIONS&B.O.M........................6 NONE
ANCHOR SCHEDULE 8 NOTES..........5 74'x 2" YES CHARTS, SHEET 2 s°ALE: SHEET
INSTALLATION DETAIL. 1.25 1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D
Unit Unit Height _ /( T7/7(t9�®>7�{7•I/,,�/,{
Width 351/2 1 391/2 431/2 471/2 51112 551/2 591/2 63 WWIFllDDO•AyW SYSTEMS I�\/�✓�/Ij
391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 1900 SW 44TH AVE.
431/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.8 OCALA,FLORIDA 34474
718'OVERALL 7/8'OVERALL WWW,CWS,CO
471/2 +50/-75 +501-75 +50-/-75-- +50/-75 +501-75 +50/-75 +50/-70.2 +50/-65.5
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50T-74-74 +50/-67.5 +50/-62.1 1/8"ANNEALED 1/8"TEMPERED
55 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.3 +50/-65 +50/-60.4 9/16°AIRSPACE 9/1 ti"AIRSPACE 62�PVC
59 1/2 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-68.1 +50/-62 +50/-57.5
631/2 +50/-67.9 +50/-67.9 +50/-67.9 +50/-67.9 +50T-67.9 1 +50/-65.4 'j___+_5_0_/_-_59__4__r_+50. /-55 1/8"ANNEALED 1/8"TEMPERED HORIZ.SLIDER
671/2 +50/-60.1 +50/-60.1 +501-60.1 +50/•60.1 +50/50.1 +SD!-60.1 +50/-57.2 +50/-52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON-IMPACT
77 1/2 +50/-53.6 +50/-53.6 +50/-53.6 +50/•53.6 +5U/-53.6 +5D/-53.6 +50/-53.6 +50/-51 3B PURFECT GLAZE"H" 36 PUHhECI GLAZE"H"
74 +50/-50.1 +50/-50 +50/-50 +50/-50 +501-50 +501•50 +501-50 +50/-50 1 - -
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D SS BITE 5/8"GLASS BITE H
Unit Unit Height -
Width 351/2 39 1/2 431/2 471/2 51 1/2 551/2 591/2 3 m
391/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-7U.6 to
4U12 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.1 +50/-65.4 Z
4 1/2 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 O�
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.5 +50/-67.5 +50/-61.7 +50/-57.4 j
5 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-64.1 +501-58.5 +501-54.41: 17
O_ Q
C-59'1/23 +50/-69.6 +50/59.6 +501-69.6 +50/-69.6 +50/-68 +50/-61.3 +50/-55.8 +50/•51.8 �
a
63 /2 +501•61.1 +50!51.1 +50/-61.1 +50/-61.1 +50/51.1 +50/-58.9 1 +50/-53.5 +49.5/-09.5 - ¢
671/2 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/54.1 +501-54.1 +50/-51.5 +47.6/-47.6 LASS TYPE A GLASS TYPE B U
co
71 1/2 +48.2/-48.2 +48.2/-48.2 +48.2/-08.2 +48.2/-48.2 +48.2/-08.2 +48.2!-08.2 +48.2/-48.2 +45.9/-05.9 w
74 +45.1/-45.1 +451-45 +45/-45 +45/45 +451-05 +45/-05 +45/-45 +45/-45
7/8"OVERALL 7/8"OVERALL
F-3/16"ANNEALED 3/16"TEMPERED Z
FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C ORD 7/16"AIRSPACE 7/16"AIRSPACE ,,,�11�t1����q���,
Unit Unit Height ,`•� P .... 71,
3/16"ANNEALED '3/16"TEMPERED +� C. ... N
Width 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 ��.7GP'•\'1 SF••�2F
39 112 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" :ti; No 58201 :'P�,
43 112 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.3 +501-67.0
47112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-67.4 +50/-62.4 x'01 !t�
5/8"GLASS BITE 518"GLASS BITE %9 t STATE OF :14/+
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.2 +501-68.3 +50/-63.3 +50/-58.51 10. 4+.
55 1/2 +50/-75 -755775 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.4 +501-64.7 +50/-59.9 +50/-55.2 _( �i�cF 4 O R 1 Q
59 112
63 1/2 +50/-61.1 96 +50/-61.1 6 +50/-61.1 6 +50/-61.1 +50/-61.1 +50/-61.1 6 +50/-61.1 +50/-58.9 +50/-54.3 +50/-50.0 ,���iS'ONA,�NG�`,
67 112 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-52.1 +47.9/-47.9 Z"�
71 1/2 +48.2/-48.2+48.21-08.2+48.2/-48.2+48.2/-08.2+48.2/-08.2+48.2/-08.2+48.2/-48.2+48.2/ 48.2+48.2/-48.2 +46/-46.0 4/27/2015
74 +T5-.1/ 45.1-+4F/-45_- +45/-4b +45/-45 +45!-45 +451-45 +45/-45 +45/-45 +45/-45 +45/-45
LUCAS A.TURNER,P.E.
FIN WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D FL PE#58201
1239 JABARA AVE,
Unit Unit Height NORTH PORT,FL 34288
Width 351/2 391/2 43 1/2 471/2 51 112 551/2 591/2 1 631/2 671/2 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574
39 1/2 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-74.8 +50/-69.6 +50/-64.5 SHEET DESCRIPTION:
431/2 +50/-75 +50/-75 +50/-75 +50/-76 +50/-75 +501-75 +501-74.9 +50159.2 +50/-64.3 +50/-59.6 DESIGN PRESSURE
CHARTS AND GLAZING
471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 _+56!-70.0 +50/-64.6 +501-59.9 +50/-55.4
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-72.1 +50/-66.0 +50/-60.7 +50/-56.3 +50/-52.0 DRAWN BY:DETAILS LS
55 1/2 +50/-71.1 +50/-71.1 +50/-71.1 +501-7i.1 +501-71.1 +50/-68.5 +50/-62.5 +50/-57.5 +50/-53.2 +49.1/-49.1 EMK 04/22/15
59 1/2 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +50/-59.6 +501-54.7 +50/-50.6 +46.6/-46.6
63 1/2 +50/-54.3 +50/-54.3 +50!-54.3. +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-52.4 +48.3/-48.3+44.4/-44.4
DWG#; HEV.:
671/2 +48.1/-48.1+48.1/-48.1 +48.11-48.11+48.1/-48.1 +48.11-48.1+48.1/-48.11+48.1/::41]i11+1- .1/11!;11146.3/16.3+42.6/-42.6 NOTE: CWS-1059 -
71 1/2 +42.8/-42.8+42.8/-42.8+42.8/-42.8+42.8/-02.8+42.8/-02.8+42.8/-02.8+42.8/ 2 +42.6/-42 +42.8/-42.8+40.9/-40.9 SCALE: SHEET
74 +40.1/-40.1 +40/-40 +40/-4 +40/-00 +40/-00 +401-40 1 +40/-40 +4U/-40 +40/-40 +4U/-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 26 3 2 27 13 3 11 18 OCALA,FLORIDA 34474
WWW.CWS.CC
620 PVC
HORIZ.SLIDER
NON-IMPACT
o
9 0 „ � o
_ o '4 0
❑ 35 8 w
ookJ 19 24 G
k.l Qo ❑
30 p 30 m
1 Qo
o p p z
Z
9 0
3 4 9 19 31 5 6 34 33 6 26 1 23 Z w
4 D D ir
SECTION VIEW B-B a
33
V
1n
W
3 38 39 ti I I I I O
Z
1111111/11t",,,
,Po
INTERIOR o %,,1�P' DREW "
CEN3F. Qty
34
4 36 � �OS FTATE OF ��
,
1' e p p ° , p p 4/2SECTION 7/2015
Qp 9 p p MTG RAIL REINFORCEMENT(Z 11)REQUIRED LUCAS A.TURNER,P.E.
p�❑ - - ��❑ ON UNIT HEIGHTS ABOVE 63" FL PE , 201
FL
1239 JABARA AVE.
t NORTH PORT,
T,FL 34288
PH.941-380-1574
0 0
SHEET DESCRIPTION:
0 n
SECTIONXIEWS
SECTION VIEW A-A _
DRAWN BY: DATE:
ALTERNATE FIN FRAME EMK 04/22/15
DW6N: 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 41/6"
1 1 H-6127 IMAIN FRAME PVC ATN Lru'av(�
2 1 H-6135 ISASH INTERLOCK RAIL,INT.PANEL PVC ATN — WINDOW SYSTEMS
3 H-6139 SASH DRAW RAIL PVC ATN 1 1900 SW 44TH AVE.
4 H-6140 SASH TOP/BTM RAIL PVC ATN -1 1/2' OCALA,FLORIDA 34474
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN WWW.CWS.CC
6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 4 5
7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 1116"
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 4 Ile• 1 15/16' CORNER WELD 620 PVC
" ALL SIDES
9 P-3218 SCREEN FRAME ALUM FLA SCREEN LrI
O 1/161:6 HORIZ.SLIDER
10 P-3228 SCREEN SPLINE DAPA NON-IMPACT
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY
12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL
13 P-3783 IMPACT SASH LOCK INTERLOCK 6i
14 P-3784 KEEPER INTERLOCK
15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0
16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN
17 P-5420 WEEP COVER ASSY NYLON ASHLANDm
18 P-5421 0.625"HOLE PLUG NYLON HEYCO
19 P-5423 #8-18 x 0.500"PN PH TEK#2 POINTZP STEEL FASTENAL F�1 11/16" I--2 1/e^— z
20 P-5428 ROLLER ASSY AMESBURY I .050' O
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 7/t 6" f— —5/t s^ u)
24 P-5441 LBLOCK NYLON L16
11/1s" -1/16" p w26 S-2004 REINF.,SIDE RAIL ALUM ASCEND cr
1 15 " 1 15/16° 1 3 16" 6 15/16 33
27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND D p D 3 1-- ¢
28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 0
29 S-2030 ROLLER TRACK ALUM ASCEND o
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 I KEYMARK 0
z
32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND
33 S-6141 0.875"GLAZING BEAD PVC ATN pRE ��I,
34 GLASS SEE SHEET 2 1 1/16" ��` PN.....W
35 DOW CORNING 1199 SILICONE 1/16" 15/16-{ 15/16^� F.1 5/16^-{ `JGP�•��GENS�Gp2�
36 PURFECT GLAZE"H",S IKAFLEX 552 SILICONE HENKEL/SIKA —11 I :.. No 58201 ;-P
37 S-2011 REINF.,EXTERNAL ALUM ASCEND t 5/is° 31 11/16" 32 1 1/1+6" 2 1 1/t+6°
38 P-3515 #8 x 5/8"PH FLAT WHITE SMS STEEL FASTENAL 1/16 t026
39 P-5400 COVER,EXT.REINF. PVC TE093" loo
STATE pF 'Q
AM PLASTICS
ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 �'-,"0°F<O R t p P•.�.`�
LINE
ITEMS NOT USED: ALUM REINF.-S-2004 of'�SS;ONA�'
5/B2930 J" l�9116" 3/g• � 7/16" _
1/16"
T—I3s 4/2015
t^ t/1 s• LUCAS A.TURNER,P.E.
j— 37 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
ANCHOR ATH 1900 SW 44TH AVE.
N - 6"MAX O.C.(TYP.)
FOR UNIT HEIGHTSIGHTS OCALA,FLORIDA 34474 OVER 63"(TYP.) 4"MAX.(TYP.) WW W.CWS.CC
6°MAX.(TYP.) -"I 3"(TYP.)
6"MAX.(TYP.)
--�-6°(TYP.) SEE NOTE 2 4"MAX.(TYP.) -'1 �-°�3"THRU FRAME ANCHOR(TYP.)
620 PVC
INSTALLATION
SEE NOTE 2 HORIZ.SLIDER
NON-IMPACT
16 1/4" ANCHOR(TYP.)
MAX.O.C. INSTALLATION
ANCHOR(TYP.)
(f YP.) 8.
LMAX.MO.C.
(TYP.)
X X
m
U)
Z
O
D
z >
O W
Ira
U
m
W
i O
ANCHOR LAYOUT-fFLANGEI ANCHOR LAYOUT-(FIN) O
NOTE THRU FRAME ANCHORS @ MTG RAIL Z _
-.,%'pIDRE K I�T4,i
N: No 58201
NOTES: OS+ STATE OF 1
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SS��NA. NG,``�
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. 'Z'r�
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.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
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
!
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 SHEET DESCRIPTION:
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#: —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), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1.20 5OF6
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTH RTS
1/4"MAX.SHIM SEE TABLE 1 WINDOW SYSTEMS
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4°MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SEE TABLE 1
SUBSTRATE BY OTHERS _ 1" MIN.EDGE DIST. W W W.CWS.CC
00
I SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR _
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 0 , } 620 PVC
INSTALLER HO
❑ RIZ.SLIDER
INSIDE AND OUT
SEALANT BEHIND �� SEE IABLEDMENT NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM oo
aLs== PERIMETER SEALANT w
PERIMETER SEALANT Q000 BY INSTALLER
BY INSTALLER INSIDE AND OUT 0
INS DE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 m
NGE BY INSTALLER SEALANT BEHIND U)
INSTALLATION ANCHOR !rB_'�
^ FIN BY INSTALLER z
SEE TABLE i HORIZONTAL SECTION (C\ HORIZONTAL SECTION - 0
TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE rn
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W
O 2
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, U
SEE SHEET 5 ANCHOR LAYOUT.
cnw
0
SEALANT BEHIND 1/4'MAX.SHIM I IZ
FLANGE BY INSTALLER p 0 �N1�r�i�Hir�
0 %0 D RE by 'lop,
�,
PERIMETER SEALANT MIN.EMBEDMENT ���C1P`'•�-�C'E N'SF(. le
BY INSTALLER SEE TABLE 1 J: •,
INSIDE AND OUT v: No 58201 .'P
SUBSTRATE BY OTHERSoo -G. jr
MIN.EDGE DIST.
SEE TABLE 1SEE STATE OF :W.
SEE TABLE 1 i 0.• 4u
SEALANT UNDER SCREW ERTIIIO
HEAD BY INSTALLER 6 L SILL ANCHORAGE ........
O
00
i
TABLE 1:APPROVED INSTALLATION FASTENERS 4/27/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2° BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380.1574
D _
HORIZONTAL SECTION
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" `sJ BOX FRAME INSTALLATION SHEET DESCHIf'rION:
F NGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"fTW TAPCON 1 318" 718" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
F 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN Bv: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 EMK 04/22/15
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#:1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/18^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-1059
FI 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scaLE: SHEET
1:2 6OF6