HomeMy WebLinkAboutProduct Approval -7
`kn at 'h" 1 Cl
--j
5r r a
JUNt' M1211-�--19;09-gw
'���
SCIS Home Log In User Registration ' Hot Topics ; Submit Surcharge Stats&Facts I Publications t Contad Us ( BQS Site Map 1 Links t Search
b
a
a
Product Approval.. USER:Public User.
} Propp
Product Approval Menu>Product or Application Search>Application List>Application Detail _
E
.7-77777
-7--.1!
FL# FL17355-114
Application Type Revision
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 291
.e jiathrop@ews.ce
Authorized Signature ]ay Lathrop
jiathrop@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
r Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@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 Horizontal Slider
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL17355 R4 COI EvalReport1059,,pdf
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
Sections from the Code
Product Approval Method Method 1 Option D !
Date Submitted 01/24/2019
Date Validated02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
summag 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 FL173SS R4 II CWS-1031A(HS-6Z0, KXO),pdt
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner PE-58201
Impact Resistant:No Created by Independent Third Party: No
Design Pressure: NIA Evaluation Reports
Other:Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalRe_ort1031A.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
Ap or use In HVHZ:No FL17355 R4 II CWS-1067(HS 620,x x),p!ff
proved f use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
impact PRr"
ant:No Created by Independent Third Party: No
Design Press e:N/A Evaluation Reports
Other:Max.siz 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.pdf
114.See instaila on 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..
Limits of Use Installation Instructions 1111
Approved for se in HVHZ:No FL17355 R4 II CWS-1059(HS-620_pdf
Approved fo use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resi tants No Created by Independent Third Party: No
Design Pr ure:N/A Evaluation Reports
Other-Max sizes:74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReoortl0 9.{_d
detail for D .Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes
i
�I
>~ack svezt
Contact Us.:2601 Blair Stare Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJEtA employer.QMyriaht 2007-2013 State of Florida ;:Privasy statement::Accessjbilitty Statement::Refund Statement
under Florida law,email addresses are public records.If you do not want your a-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 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 click a -.
Product Approval Accepts;
M 10,311 ® ircr
c
Credit Card
Safe
l
i
E
�I
f „
j
I
z
GENERAL NOTES: cmgnm
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW P(STENS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) WwW.CwS.CC
-75114"FLANGE WIDTH 3.CONFIGURATIONS:"XX".
74"MAX UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 620 PVC
HORIZ
36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND . SLIDER
l
SASH WIDTH GLASS TABLES ASTM E-1300.04. NON-IMPACT
.POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
321/16, INFILTRATION TEST PRESSURE AND GLASS TABLES r7GLASSDLO I I It ASTM E-1300-04.
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
731/4' DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR
5.ANCHORAGE:THE 33 10%STRESS INCREASE HAS NOT BEEN USED
FLANGE 6 WOOD ANCHOR CALCULATIONS.
HEIGHT
72" O 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE CD
MAX C C SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. 0
z
UNIT D
HEIGHTx x 7.ALL FRAMES AND VENTS FULLY WELDED.
til 7/S^ 8.SERIES/MODEL DESIGNATION HS-620. 0
MAX 'a-
SASH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOW ING: cc
HEIGHT X=OPERABLE SASH L)
64 ill a* 2
GIJ -751/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR C31
DLO LOCATION. 0
74'MAX,UNIT WIDTH- z
IJ 11. 1 1 I'd
11.EXTERNAL WEEP SLOT=5/16"x 2-118"LOCATED 4-1/2"FROM
BOTH ENDS.
WIDTH .00,+AiDREw
rA`� SASH �..........
321/16*
LASS DLO A
No 58201 -P%
Lucas A.Tumer
6414"
FLANGE 2015-04-27 STATE OF "LU
HEIGHT63" f 21:06-04:00 %0%
MAX B
UNIT 13
HEIGHT
591/16' x
'H
'HT
OF; NZ
N A
SASH4/27/2015
SAS
HEIGHT I LUCAS A.TURNER,P.E.
5sm-16! FIL PE#58201
GLASS 1239 JABARA AVE.
DLO NORTH PORT,FL 34288
PH.941-380-1574
A SHEET DESCRIP-nON:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN Sr. ATE:
EV.:
GENERAL NOTES&ELEVATIONSI
DESIGN PRESSURE RATING IMPACT RATING EMK 04/22115
R
DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG#.'
SECTION VIEWS.-..................._..........3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 -
EXTRUSIONS&B.O.M.........................4 NONE SHEET
ANCHOR SCHEDULE&NOTES _5 CHARTS, SHEET 2
INSTALLATION DETAIL......................6- 74"x 72" YES 1:25 1-0F 6=-
1900 SW 44TH AVE.
6'MAX O.C.(TYP.) OCALA,FLORIDA 3074
ANC14OR AT MDSPAN www.cws.cc
FOR UNIT HEIGHTS OVER 63'(TYP.) P-;3'(TYP.) 4'MAX(TYP.) 3'THRU FRAME ANCHOR(TYP.)
T MAX(TYP.) SEE NOTE 2
6'MAX(TYP.) 6"(TYP.) 'r MAX."P.)
_7 L 620 PVC
SEE NOTE 2
HORIZ.SLIDER
INSTALLATION
ANCHOR"P.) INSTALLATION NON-IMPACT
16114"DID.,
MAX. ANCHOR(TYP.)
(ryp,)
MAX OD.
(TYP-)
❑
X x
z
X
D.0
O
0
it
ANCHOR LAYOUT-IFINI 0
)I z
ANCHOR LANOUT-(FLANGE)
NOTE EAWHUH5 @ MTG RAIL
No 513201
STATE OF wti
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
Z SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. Z:2_1
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.
FL
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,PH.941-380-1 34288
574
SPECIFIED IN TABLE 1,SHEET 6. 51 fiffff TDRETS-C-R-1 FT f0_N;
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-1 X 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:
S.WOOD OR MASONRYOPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EIVIK 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. MGM 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),FMAIAAMA 200(FLANGEWINDOWS), FMArWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 30D(EXTERIOR DOORS) SHEET—
MIM EMBEDMENT TABLE I SUBSTRATE
SEE OTHERS I
OT
TYPICAL HEAD ANCHORAGE BY IW MAX.SHIM EETI'El MIN.EDGE DIST, SUBSTRATE WINDOW SYSTEM
MIN.EDGE DIST. SEE TABLE 1 BY OTHER 1900 SIN 44TH AVE.
SEE TABLE I SEE TABLE 1 OCALA,FLORIDA 34474
114"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS--,, MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE I
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 620 PVC
SEE TABLE I
INSTALLER R HORIZ.SLIDER
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1 NON-IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER—.- 1/4"MAX.SHIM PERIMETER SEALANT
II PERIMETER SEALANT BY INSTALLER
BYINSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR
SEE TABLE 1 m
SEALANT BEHIND SEALANT BEHIND
FLANGE BY INSTALLER (n
FIN BY INSTALLER z
INSTALLATION ANCHOR HORIZONTAL SECTION /'�C HORIZONTAL SECTION 0
SEE TABLE I \��6 TYPICAL JAMB ANCHORAGE �6 TYPICAL FIN ANCHORAGE cf)
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
0 jr
NOTE:ADDITIONAL THRU-FRAME ANCHORS 107
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT, cl)
LU
6Z
SEALANT BEHIND 1/4" SHIM
FLANGE BY INSTALLER ',0 ,1
PERIMETER SEALANT MIN.EMBEDMENT zz
BY INSTALLER SEE TABLE 1 z_4
"4"MAX.WX
MIN.
EMBEDMENT
I "ar
I
SEE TABLENo 58201 rr,
INSIDE AND OUT
SUBSTRATE BY OTHERS MIN.EDGE DIST. Z 13 STATE OF • 4LI
'.0 4r,
SEE TABLE 1 SEE TABLE 1 0*,.A "N� %'
7 0 R !Dx'e�N'N
VERTICAL SECTION
L
SEALANT UNDER SCREW KA
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE
4/27/2015
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS X TURNER,P.E.FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116,RW TAPCON -1/8* PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 11W TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) w16"ELCO ULTRACON INSIDE AND OUT HORIZ09 PH.941-380-1574
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON 1.1/4" 2-1/2' s BOX FRAME INSTALLATION SHEET DESCRIPTION:
3116',FTW TAPCONSIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8, 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.06W)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITIN FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/221I5
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DING 0: REV.:
11T ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059
FLANGE I/V STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SOUTHERN PINE(G.0.55 —-1-1/2' 1/2- SHOWN FOR FLANGE WINDOWS. SHEET
IFIN :4 12XMIN #10 WOOD
_j
{ F� .`{ ( 9 �.M' � '� fr L "'4,.x T i "t �V ✓ �� ��• / !}kp^ tM,�+Y�en t` �
iCf 3s�",•s ��l+trttt � F Y�F t ;� S rye' '• s.jl .'� F; ._..
tii i� it�.f f��-. f�°t lv ��•• ` ��va�i�Dy�t7q�.
�7Z��
a
�, � ,�r �'+ �- �, :� g•��` p' �+e, -�ta��r_-. �
BCIS Home Log In ; User Registration } Hot Topic ; Submit Surcharge r Stats&.Facts j Publications Contact Us f BCIS Site Map1` Links' i Search i
Florida ,
n; Product Approval it
k�I�` r• USER:Public User, i�
Product Aopmval Menu>Product or Application Search>APP licatlon Ust>App lleation Detail �I
�Yb aa,ru FL# FL17355-R4
Application Type Revision
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 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 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
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
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
i�
Product Approval Method Method 1 Option D
!I
r
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 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.
f Use Installation Instructions
Approve fnr use In HVHZ:No FL17355 R4 II CWS-1067(HS-620,XOX)•,pdf
Approved r use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Res tant:No Created by Independent Third Party: No
Design Pres ure:N/A Evaluation Reports
Cher: Max. ze 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReportl067.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.
Limits of U e Installation Instructions
Approve for use In HVHZ:No FL17355 R4 II CWS-1059(HS-620,XX)_pdf
Approve for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact esistant:No Created by Independent Third Party: No
Design ressure: N%A Evaluation Reports
Other Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1059.p f
detail or DPs.Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes
tack he-xt ��
I�
Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CODyriaht 2D07-2013 State of Florida.::Privagy 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 45S,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 ham.
Product Approval Accepts:
I
Credit Card
Safe
'I
�I
Ii
i
I I
' I
y.
GENERAL NOTES:
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION. OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) WWw.CwS.CC;
751W FLANGE WIDTH 3.CONFIGURATIONS:"XX".
-74'MAX.UNIT WIDTH 620 PVC
36' 4.DESIGN PRESSURE RATING(SEE SHEET 2): HORIZ.SLIDER
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
l
SASH WIDTH GLASS TABLES ASTM E-1300.04. NON-IMPACT
321/19, -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION LASS DLO RATION TES T PRESSURE AND GLASS TABLES rrG ASTM E-130D-04.
5.ANCHORAGE:THE 331131%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
73114' B DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
FLANGE a WOOD ANCHOR CALCULATIONS.
HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Cl)
MA
C C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z
UNIT D 0
HEIGHT x x 7.ALL FRAMES AND VENTS FULLY WELDED.
Elm 8.SERIES I MODEL DESIGNATION HS-620. 0
MAX F-
SASH N
E
HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: tL
X=OPERABLE SASH L)
DLO
75114"FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR R
CLOCATION, 0
E
> 74'MAX,UNIT WIDTH 'd
IZ
-win 36* 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM
ABOTH ENDS. �rr14,
KN SASH WIDTH
321116' A ,;Gy.,. ..........
-'\0 S N
LASS DLO:j .,\, 'ltl'. -71
Na 58201
Lucas A.Tumer
641/4"
FLANGE I 2015-04-27
HEIGHT 63 21:05-04:00
MAX
UNIT B B
HEIGHT
591/16, x
MAX�
l
SASH 4/27/2015
HEIGHT LUCAS A.TURNER,P.E.
FL P E#58201
GLASS 1239 JABARA AVE.
DLO rtLNORTH PORT,FL 34288
PH.941-380-1574
A SHEET DESCRIPTION:
GENERAL NOTES AND
I ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL
GENERAL NOTES&ELEVATIONS1 SIZE REiNF. DRAWN Dr. DATE:
E_V..'
DESIGN PRESSURE RATING IMPACT RATING EMK 04/22115
W
DP CHARTS&GLAZING DETAIL.......2
SECTION VIEWS.............»......._..........3 74"x 63" NO SEE COMPARATIVE ANALYSIS Cws_1059 -
EXTRUSIONS&B.O.M..........__..........4NONE 8 SHEET
ANCHOR SCHEDULE&NOTES..........6 74"x-72" -YES- - CHARTS; SHEET 2
INSTALLATION DETAIL.......................6 1:25 - -1--OF 6=
1900 SW 44TH AVE,
ANCHOR AT MIDSPAN
W MAX O.C.(TYP.) OCALA,FLORIDA 34474 FOR UNIT HEIGHTS OVER 63'(TYP.)
6-MAX(TYP.) f--3-(TYP.) 4'MAX.(TYP) Www'cWS.CC
.) 3-THRU FRAME ANCHOR(TYP.)
6'MAXL(TYP.) (TYP.) SEE NOTE 2 4'MAX(TYP.)
620 PVC
—SEE NOTE 2 HORIZ.SLIDER
INSTALLATION
ANCHOR(TYP.) INSTALLATION NON-IMPACT
MAY.0.0 ANCHOR(TYP.)
(ryp.) er
MAX O,c.
(TYP_)
X x x
fOCDz
cc
L)
V)
w
ANCHOR LAYOUT_(FLANGE) ANCHOR LAYOUT j 0
NOTE ANCHORS ?
%
No 58201 %P
.
S,.,aSTAT
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
'
Z 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 1091446tyl 1
1:21
CONSTRUCTED OF HIGH DENSITY PLASTIC 08 BETTER WOOD SHIMS ARE NOT ALLOWED. 11 —
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 JA
AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-I X 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. EMIK 04/22!15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. _DW G n: A 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: GWS-1059 -
FMAIAAMA 1 OO(FIN WINDOWS),rMAIAAMA 200(FLANGE WINDOWS);FMA/WDMA 250(BOX WINDOWS),FMAIAAMANVDMA 300(EXTERIOR DOORS) sa4r: SHEET
-6-OF6
MIN.EMBEDMENT SUBSTRATE
SEE TABLE 1 BY OTHERS
TYPICAL HEAD ANCHORAGE 1/4"MAX.SHIM SEE TABLE I MIN.EDGE DIST, SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE I SEE TABLE 1 OCALA,FLORIDA 34474
114"MAX.SHIM www.cws.cc
SUBSTRATE BY OTHERS---,,, MIN.EDGE DIST.
SEE TABLE I SEE TABLE 1
MIN.EMBEDMENT i 1-0- 620 PVC
PERIMETER EALANT-----� SEE TABLE I INSTALLATION ANCHOR
SEE TABLE I
'LLr
=p
BYINSTA �R HORIZ.SLIDER
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1 NON-IMPACT
-SEALANT BEHIND
FLANGE BY INSTALLER 1/4"MAX.SHIM
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
MIN.
EMBEDMENT
SEE TABLE
YINSTALLER
alN D AND BY INSTALLER L I
INSIDE AND OUT INSTALLATION ANCHOR
SEETABLE1 m
SEALANT BEHIND SEALANT BEHIND
FLANGE BY INSTALLER FIN BY INSTALLER z
INSTALLATION ANCHOR I HORIZONTAL SECTION /—c"\ HORIZONTAL SECTION 0
SEE TABLE 1 TYPICALJAMBANCH013AGE k,6./ TYPICAL FIN ANCHORAGE (n
HEAD AND SILL SIMILAR FOR FIN INSTALLATION j�I
0 cc
NOTE:ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DIET.A/6)REaD AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT.
LU
LU0
Z':
SEALANT BEHIND 114"MAX.SHIM
FLANGE BY INSTALLER ivDREw
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 v No 58201
INSIDE AND OUT
ktz
SUBSTRATE BY OTHERS MIN.EDGE DIST. 13
SEE TABLE 1 SEE TABLE 1
cz
SEALANT UNDER SC /—"� VERTICAL SECON
0. STATE OF J4U*
0 R
HEAD BY INSTALLERREW A
TYPICAL SILL ANCHORAGE ONA
412712015
TABLE 1:APPROVED INSTALLATION FASTENERS fi
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.) 311V RW TAPCON 1-1/8" PERIMETER SEALANTOL�, 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(I 17 PCF MIN.) rrW TAPCON Z. BY INSTALLER NORTH PORT,FL 34288INSIDE AND OUT PH,941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3116,ELCO ULTRACON V (� HORIZONTAL SECTION gifEETI)ESCRIPTION:
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM c.90) 3116'ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION
3/16-nW TAPCON7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE PX MIN.SOUTHERN PINE(G-0.55) OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE ""BY: DAT E:
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 16 GAUGE(0.06W)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" EMK 04122/15
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.069' MIN,114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED D 0: REGE V.!
11811 ALUM.(606345 MIN.)OR #10 GRADE 5 SELF-TAPPING FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059 -
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.1257' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN
SOUTHERN PINE(G=0.55)- 1410 WOOD SCREW SHOWN FOR FLANGE WINDOWS. SHEET_
)�4 12X MIN 1:2 6-OF 6