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p�duct Aoprovat Menu>Product or AoQicatron Search>Application List>Appiicatlon Detail
}VNN;�;« +' s s~� Fl # F1-17355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archlved ;
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
4 .
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 i
(352)368-6922' Ext 291
jlathrop@cws.cc
Category Windows
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.Urtch,PE
Validation Checklist-Hardcopy Received (�
Certificate of Independence FL17355 R4 COI EvalRewi:=59 odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S:2/A440-08 2608
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01124/2019
Date Validated 02/071ZO19
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 Il CWS-1031A(eg-�6O_&0jpj
Approved for use outside HMa:yes Verified By:Lucas A.Turner PE-58201
Impact Resistant:No Created by independent Third Party.No
Design Pressure:NIA Evaluation Rep
arks
Other_Max sizes.,740 x 63"and 74"x 72".see Installation F1.17355 R4 AE
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 Sflder,XOX,Non-impact.
Limits of Use installation Instructions
Ap r use In HVHZ.No ELI7355 R4 11 CWS-10V(HS-6
pro -1". -20,XOX) d
pro it
f' use outside HVHZ-.Yes Verified By:Lucas A.Turner PE-58201
m =esl nt,No Created by Independent Third Party:No
Design Press .WA Evaluation Reports
Other:Max.sl Ill"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL1735!i-R4 AE F-yalfteporl:1067.2df
'1/4.See installa 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
Approved for e In HVHL,No FL173!j5 R4 11 CWS-1059(HS-620.xx),:gdf
Approved fo use outside HVHZ,Yes Verified By:Lucas A.Turner PE-58201
Created by Independent Third Party:No
Impact Res' cant:No
Design Pr ure:N/A Evaluation Reports
n'
Ile;
I
1. or
Other.Max slzes:74"x 63'and 74"x 72".See Installation FL173SE R4 8E EvalReportI059,2df
detail for D .Glass complies to ASTM E13011-04. Created by Independent Third Party:Yes
F.--t)
f4Contact M::2601 Stair Stone Road.70allefiame EL 32359 Phc=850-487-1824
The State of Florida is an AAJEED employer.9QWqht 2007-2013 State of fIo&lda,;:Privacy Statement.: Statement:;Refund Statd.i .
Under Florida law,email addresses are public records,If you do not want your e-mail address released In response to a publIc-recordsquest,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 40,F.S.Must provide the Department with an'email address If they have one.The emalls
provided may be used for of 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 Ilcensee under Chapter 455,F.S.,please click btLp_
Product Approval Accepts".
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GENERAL NOTES:
HORIZONTAL SLIDER- NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA.FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) W W W.CWS.CC
75 tt4"RANGE WIDTH
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:'".
38• 4.DESIGN PRESSURE RATING(SEE SHEET 2): 620 PVC
MAX.SASH WIDTtt -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
GLASS TABLES ASTM E-1300.04. , NON-IMPACT
GLt
L 2A 83DDL' !POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
- - —. 0 INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. -
5 ANCHORAGE:THE 33113'/9 STRESS INCREASE HAS NOT BEEN USED
73114' IN THE DESIGN OF THIS PRODUCT.SEB SHEET 6 FOR ANCHOR i
FLAN T DETAILS.WINDLOAD DURATION FACTOR Cd-1.5 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
72• 0
LIMN C C 8 &NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE iD
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. I
HEIGHT 8
X X 7.ALL FRAMES AND VENTS FULLY WELDED.
MAX &SERIES I MODEL DESIGNATION NS•820.
BASH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
HEIGHT
as 1�}s• X=OPERABLE SASH U
DLO 7611V FLANGE WIDTH 10.SECTION CALLOUTS APPLY To ALL ELEVATIONS IN A SIMILAR —
74'MAX.UNIT WIDTH LOCATION. O
JAWSIDTH
11.EXTERNAL WEEP SLOT-6116'x2-1J6`LOCATED 4-112"FROM Z
Frre
BOTH ENDS. NOREW f��4
8 �.� A........,
A �
81' � No 82D9 JSLucas A.Tum -FLANGE- ZHEIGHT - - - - - - --- __20 •04-27 �?1Q STATE -OF__ "0(�all 21:03-o4:aaMAX , � OR 10 .HUEIctr1 EB �f �`"Axis, XSH
HEIGHT 4127/2018
118'
LUCAS A.TU#RNER•P.E.
ss FL
58201
D!A 1239 JABARA AVE.
NORTH PORT,FL 342BB
PH.941.380-1674
A S
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
MAX. UNIT 2011 MTG.RAIL o
GENERAL NOTES&ELEVATXXVB.....1 SIZE REINF. DESIGN PRESSURE RATING IMPACT RATING EMK 04/222/16
DP CHARTS&GLAZING DETAIL.......2
SECTIONVIEWS_& ..................,._......5 74"x 63" NO SEE COMPARATIVE ANALYSIS DWG .
EXTRUSIONS&B.p.M............._..........4 NONE CWS-f 059 -
ANCHORSCHEDULE&NOTES........:. 74"x72"-- _ YES- CHRRt-S, SHEET SHEET
INSTALLATION DETAIL......................6---= •-_.. =1;25
WIF1D��EhOS•�
1900 SW 44TH AVE.
9•MAX O.C.(TYP.) OCALA.FLORIDA 34474
ANCHOR AT MDSPAN 12 W W W.CWS.CC
FOR UNIT HEIOHTS OVER 83-(TYP.) 4'MAX(TYP,)
-.ILa.
3'(TYPa 3•THRU FRAME ANCHOR(TYP.)
O•MAx(TYP.) ! (.�) SEENOTE2 4'MAX.(TYP.) 620 PVC
SEE NOTE 2 HORIZ SLIDER
INSTALLATION NON-IMPACT
ANCHOR(TYP.) INSTALLATION
16 Vdl" ANCHOR(TYP.) ——
MAX O.C. -
--- - (TYP.) ------ - S. -
L- P
O
Z
O
z
0
4 I
ANCHOR LAYOUT-(FLANGE) ANCHORLAYOUT-T T Z
NOTE THRU FRAME ANCHORS V A U RAIL
No 58201 .13
pro' {at j
v9� 6TAT8 OF •'��� I
NOTES: 4�n•Q�C p
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 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. L
4/27/2015
3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8.
LUDAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION, 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONEN
,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT. 34288
PH.841-380.1-1 674
SPECIFIED IN TABLE 1,SHEET 6. SHE0 DESCRIPTIate
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 XBUCKS 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 DFQAWN 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 04122/15
SUBSTRATES SHALLMEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o •-
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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGE WINDOWS),FMA/WDMA25O(BOXWINDOWS),FMA/AAMAIWDMA3OD(E)CERIORDOORS) 5 SHEET
MIN.EMBEDMENT SUBSTRATE '
SEE TABLE 1 BY OTHERS
TYPICAL HEAD ANCHORAGE SEE TABLE 1 WINDOW SYSTEMS
1/4"MAX SHIM MIN,EDGE DIST, SUBSTRATE
MIN-EDGE DIST. 1800 6W 44TH AVE,
SEE TABLE 1 SEE TABLE 1 SEETABLE1 OCALA,FLORIDA 34474
1/4"MAX SHIM WWW,CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE I SEE TABLEI
MIN.EMBEDMENT INSTALLATION ANCHOR - 620 PVC
PERIMETER SEALANT SEE TABLE I SEE TABLE
BY INSTALLER HORIZ.SLIDER
INSIDE AND OUT MIN.EMBEDMENT
SEALANr-BEHIND
SEE TABLE NON-IMPACT -
-._'FL'ANGEBY'INSTALLER--'• 1/4"MAX.SHIM
ErFR
PERIMETER SEALANTVINSIDEANDOUT
B��LL
RT O
BY INSTALLER
u
INSIDE AND OUTNSTALLATION ANCHOR m
EETABLE 1
FLANGE BEALANT YEN TAHIND LLER FIN BY INSTALLER BEHIND O
INSTALLATION ANCHOR g HORIZONTAL SECTION C HORIZONTAL SECTION
SEE TABLE 1 8 TYPICAL FlNANCHORAGE - co
I 8 TYPICAL JAMB ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION 0
lL
NOTE:ADDITIONAL THFIU-FRAME ANCHORS E
B (As SHOWN IN DET.NO REM AT MTG RAIL, Q
SEE SHEET 5 ANCHOR LAYOUT, W
s
O
L C3
2
SEALANT BEHIND 114"MAX.SHIM
FLANGE BY INSTALLER p ,p%%�w0REt4p "je'p
PERIMETER SEALANT MIN.EMBEDMENT ,:J,•' ��
BY INSTALLER SEE TABLE 1 :v No 58201 : i
INSIDEANDOUT
-- SUBSTRATE BY OTHERS - - - MIN.EDGE DIST. -
SEETABLEI SEETABLEI m9l STATE OE_�'�/+
SEALANT UNDER SCREW A VERTICAL SECTION ',���•�C �OP G\�,,,
HEADBYINSTALLER 6 TYPICAL SILL ANCHORAGE ,'��SSj� A��p�►�,,,
4/27/2015
TABLE 1:APPROVED INSTALLATION FASTENERS
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.) 3/18"RW TAPCON 1" 1-1/9" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) WIT I11N TAPCON 1" 2' INSIINSTALLER
E A D R NORTH PORT,FL 34288
FLANGE CONCRETE(2,85 KSI MIN.) 3118"ELCO ULTRACON 1" 1" De HORIZONTALSECTTON PH.941-380-1574
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON 1.114" 2-1/2" 8 BOX FRAME INSTALLATION E DE .P
Tlom
' SIMILAR FOR SILL AND JAMBS FOR SOX INSTALLATION
3/16,RW TAPCON 1-3/8" 7/BINSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0,55) OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FAWN BY.-
16 GAUGE(0,060")MIN,STEEL STUD #10.16 HILTI KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 0 EMIK DATE.04/22115
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW. THRU 0.060 7118"
-MIN,1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED' a : - R .:
FLANGE 118"ALUM.(6063.15 LAIN.)OR 010 GRADE 5 SELF TAPPING/ FULLTHREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059
1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" .PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55)__---- #10 WOOD SCREW_ 1.112 1/Z SHOWN FOR FLANGE WINDOWS. _ F0FSHEET
5.ti s ,'I.+,��-`•F:L •1:.4-�y� I .'. '�;', - .: -/^//r /' ,�j�� :t<,`•t�+.^moi c.r c 7'• �
�x-��, r.,a,-S r. y ''$2• '1• s?'"' S.• t ;X i �Y r j� �S,r„�., • ,�!ypp�r I`: -r
'Jn3. -��' s !�...i �' ��s7i F:�+r7c.<v, 'r.::th\ t,"`y'"•¢`_M1l` f�. - ,
.�.an� s�tpk Ftt„�t�•,� :'�'v,„y,,, :�y? `'�,r'�Tv.,�.�-': �{//�� �•�'•�'J}%,� q�� ., :$';'.
�z,�'%-•'.ae������a�� _ e 'v .5���, oI ��+. i7/ r �.�`�,/V�L � :'�G�-`.as��•��.A+3e'tt�y. ...
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•t'=?'°rd�Ffi� -.s�1,w N!��f ti`; -.T�`�•'l d.•�;•_f'!. ,�, .i��` \L(i Vi '� q��j _' --
aQS Home Log In User Reglstratton HotTopi6 ; Submit Surcharge t stats jkFads I Publications ! Contact Us.! aQS Site Map'j time' I Seardr i
Florida
n. ' Product Approval �I
.. C USER:Public user.
I
Product Aoorosral Menu>Product crADDllmtfan Search.>AODllmtion Ust>Application Detall I '
FL# FL17355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archlved
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 ]ay Lathrop
jlathrop@cws.cc
Technical-Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc i
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
s Validation Checklist-Hardcopy Received
Certificate of,Independence FL17355 R4 COI EvalRenort1o59.odf
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
l .
,� I I•
' I '
it
iI ii
Product Approval Method Method 1 Option D �I
, I
Date Submitted 01/24/2019
I
Date Validated 02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
Summary of Products
i
FL# Madel,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slfder XO HS-620 Vinyl Horizontaf.Siider,XO,Nah-impact.
limits of Use Installaticn Instructions
Approved for use In HVHZ:No FL17355 R4 II CWS-1031A(HS_620.�0)+Pt
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 it
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 EvalReoort1031g,12df
details for DPs.Glass compiles with ASTM E1300-04. Created by Independent Third Party:Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX H5-620 Vinyl Horizontal Slider,XOX,Non-impact
f Use Installation Instructions
Approve for 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 nt:No Created by Independent Third Party:No
Design Pres ure:N/A Evaluation Reports
ther:Max. ze 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- 817355 R4 AE EvalReport1067.pdf
/4.See instal ation details for DPs.Glass complies with ASTM Created by Independent Third Party:Yes
E1300-04.
� n
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-62o_=.p
Approv for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Istant:No Created by Independent Third Party:No
Design ressure:N/A Evaluation Reports
Othe Max.sizes:74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReoort1059.0
detail r DPs.Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes
- Eack Rekt
n
Contact Us::2601&air Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coavriaht 2007-2013 State of Floritla.::Povacv Statement::Accessibility statement::Refund Statem
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a publho-records request,do not send electronic
Tall to this entity.Instead,mntact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.;Pursuant to Section 455.275(1),
Harlda Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address If they have one.the emalls
provided may be used foroffidal 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 publlc:To determine If you are a licensee under Chapter 455,FS.,please dick here.
Product Approval Accepts- I
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GENERAL NOTES:
HORIZONTAL SLIDER- NON-IMPACT 1.THE PRODUCT SHOWN HEREINISDESIGNED AND MANUFACTURED yWpypp�/y
TO COMPLY-WITH THE FLORIDA BUILDINQ CODE(FSC),CURRENT 1900 SW 44TH AVE.
EDITION. OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC
75114•FLANGE W IDTH -
3,CONRGURATIONS:')W
74•MAX UNIT WIDTH.: - 620 PVC
4,DESIGN PRESSURE RA71NG(SEE SHEET 2); HORIZ SLIDER
39' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
MAX SASH WIDTH GLASS TABLES ASTM E-1300.04. NONIMPACT
- -- - 21lts -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
3 • - - -
LASS
21/16* INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1360-04.
5.ANCHORAGE;THE 331/3%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o
73114' a DETAILS.WINDLOAD DURATION FACTOR Od=18 WAS USED FOR
FLANGE 9. WOOD ANCHOR CALCULATIONS,.
HEIGHT
72' 0 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
UM C C p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
UNIT
X e 7.ALL FRAMES AND VENTS FULLY WELDED.
O LL!
M S. SERIES/MODEL DESIGNATION HS•62D. Q
SASH 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ¢
HEIGHT X o OPERABLE ON
AU
m
GLASS 751/4•FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
O
DLO
74'MAX UNIT WIDTH LOCATION. Z
9e.
ii.EXTERNAL WEEP SLOT-5/16'x 2-lAr LOCATED 4.1/2"FROM �I,911011 �
A MAX SASH WIDTH BOTH ENDS. ,,,��t4�P0OREW
9 321/19' A ,�G ,.��OEN$'�.'•:,'7��I .
'GLASS DLO A No 58201 L-p it
64 114" --� Lucas A.Tumer -
FLANGE 2015.0427 ;'PSTATE of d
HEIGHT �- - 21:05.04:00 - !.�O•n�•��Op1pP'��c�`.
I O
. MAX
UNIT B B ��yiOj piu44�,
HEIGHT V y�
59 MAX /� X 1 .. y
SASH 4/27/2015
HEIGHT
- - LUCAS A.TURNER,P.E..
58 R.
1239 ABFE ABA AVE.
DLO NORTH PORT,FL34288
PH.941-380-1674
• . A
I, GENERAL.NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011-MTG. RAIL
DESIGN PRESSURE RATING IMPACT RATING EMx '04re2J15
GENERAL NOTES&ELEVATIONS.....1 SIZE REINF. DW-Q-:-REV ..
DP CHARTS&GLAZING DETAIL..,...2
SECTION VIEWS.................•_..........3 74"x 63" NO SEE COMPARATIVE ANALYSIS cws•1059 -
EXTRUSIONS&B.O.M..,-.
ANCHOR SCHEDULE&NOTES..,......6 - - - -741"x'72" -: - -YES- --- CHARTS;SHEET 2 = ' _ - - —_ - - •-1:25---= SHEET
INSTALLATION DETAIL......................8
1000 SW 44TH AVE
ANCHOR AT MDSPAN B•MAXO.C.(TYP.) OCALA,FLORIDA 94474
WWW.CWS.CC
FOR UNIT HEIGHTS OVER SW(TYPJ {---g, P) 4-MAX(TYP.)
6'MAX(TYP.) I�_�8° TyP J SEE NOTE 2 .4'MAX,(TYP,) 3'TNRU FRAME ANCHOR(TYP.)
-`I
6-MAX(TYP.) I-� 620 PVC
—SEE NOTE 2 HORIZ..SLIDER
INSTALLATION
----- ANCHOR(IVP.) —INSTALLATION NON-IMPACT
-181/4' ---------- - - -
_p')
- - — - - - --- -- - - —
ANCHOR
MAX O.C.
MAX O,C,
(TYP_)X X X m
Z
Q
• F
�i
AA CHOR LAYOUT-(FLANGE) NOC D LAY U - 1 Z
TE TNRU FRA E ANC ORS®MTG RA
�t No 58201 '1�
*? * }*X
- - - - - - - - — - - - - -- -- - - - -- — - - - -- - :A
STATE
TA E OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATDN.SILL ANCHOR SPACING SAME AS HEAD, yOSS ""'"'.�
pp fONA�������
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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE �
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED.
S.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. .4/27/2016
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
S.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, 34288
PH.841.380-1-1 674
SPECIFIED IN TABLE 1,SHEET O. GReFT o 1 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-0ENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL. DRAWN Sr. •
8-WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FAMENERS 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 SHALLMEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, e:
9.SEALING AND FLASHNG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1069
FMNAAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS);FMAANDMA 25O(BOX WINDOWS),FMAIAAMNWDMA 300(EXTERIO13 DOORS) SHEET'
-_5.OF6 —_
MIWEMSEOMENT
SEEABLE 1 SUBSTRATE
BY0MRSTYPICAL HEAD ANCHORAGE 1/4'MAX.S81 Sal4ARE
I GOMM
MIN.EDGE DIST. MIN.EDGE DIST.. SUBSTRATE
SEE TABLE I SEE TABLE I BY OTHERS fSOO SW 44TH AVE.
im SEE TABLE I OCALA.FLORIDA 34474
SUBSTRATE BY OTHERS MIN.EDGE DIST. MAX SHIM— WWw'CWS.Cc
SEE TABLE I T WE TABLET -
MIN,EMBEDMENT
PERIMETER SEALANT SEETABLE I INSTALLATION ANCHOR 620 PVC
BYINSTALLER SEE TABLE I
INSIDEANDOUT MIN.EMS, T HORIZ.SLIDER
MINTE
EDGE ABIL
MINBE
�'M�
r 1 -IMPACT
-SEALANT BEHIND SEE TABLE NON
FLANGE BY INSTALLER iW MAX.SHIM
PERIMETER S
BY INSTALLER
PERIMETER SEALANT IN
SEALANT
72�BY NSTALLER DE AND OUT
INSIDE AND OUT fNSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1
FLANGE BY INSTALLER -SEALANT ISIEHIND
FINBY INSTALLER
INSTALLATION ANCHOR- HORIZONTAL SECTION z
SEE TABI E 1 /'�S HORIZONTAL SECTION /-C 0
\_6j TYPIOALJAMB ANCHORAGE \,�6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
Cc
NOTE'ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DE r.Ale)RE91)AT NrrQ RAIL.
SEE SHEETS ANCHOR LAYOUT
o
SEALANT BEHIND 1M'MAX.SHIM
FLANGE BY INSTALLER
NOivomw'r!Oltz
...... 'rlv.,.
PERIMETER SEALANT MIN.EMBEDMENT .. ..) '�p 10.
N
BY INSTALLER SEE TABLE 1
INSIDE AND OUT No 68201 -P�A
SUBSTRATEBYOTHERS MIN.ECOE DIST, 'VA% STATE OF
SEE TABLE 1 SEETABLE1
SEALANT UNDER SCREW VERTICALSECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 4527i2016
FRAME TYPE ISUBSTRATE TYPE ANCHOR TYPE NN,EMBIEVIVIENT MINI.EDGE-DIST. LUCAS A.TURNER,P.E.
FLAME JCONCRETE(10 KSI MIN.) 3/16"NW TAPCON 1. FL PE#58201
FLANGE lHOLLOW OR GROUT FILLED CMU(117 PCF MR) 3116'ITW TAPCON 1. 1-118" PERIMETER SEALANT 1239 JABARA AVE.
1 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116r ELCO ULTRACON 1. INSIDE AND OUT (-D"\ HOArZOW PH.94"80-1674
FLAME HOLLOW or GROUPFILLED CMU(ASTM Cago) WIS'ELCO ULTRACON 2-1)21 k�B, BOX FRAME INSTALLATION SHEETI)ESO IlInTOW.
I
FLANGE 2X MIN.SOUTHERN PINE(G-0,55) 316'TIW TAPCON 7/9, SIMILAR FOR SILL AND JAM FOR SOX INSTALLATION
OR ELCO,ULTRACON INSTALLATION DETAILS
FLANGE 2X MN.SOUTHERN PINE(G.0.55) 410 WOOD SCREW I've" 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE 18 GAUGE(0.061r)MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR TrW FULL THREAD UP TO AND INCLUDING A SOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: ORAWNSY.-
(33 KSI YIELD MIN) TEKS SELF-DAILLING SCREW THRU 0.06(r 7/16" EMIK 04122115
MIN.IW FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DVdF—f-jEV.--
E
118"ALUM.(6063.16 MIN,)OR #10 GRADE 5 SELF-TAPPING FULL THREAD
ilir STEEL(33 KSI MIN.) DRIUJN6 SCREW THRU 0.1291 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. OWS-1069 .
4� PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
IFIN 2X MIN.SOUTHERN PINE(G-0.55). 410 WOOD SCREW- SHOWN FOR FLANGE WINDOWS SHEET
12 67-