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rof • n )Product Approval
Ji j
USER:Public User
FEB 2. 2 20117
>Application Detail
"01TTkIG
EW
-R2 P
FL# FL17355
St. Lucie CCLlrity, FL
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ilathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By
Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA I OIJI.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https:j-','floridabuildina.org/pr/pr_app_dtl.aspx?parani=wGEVXQwlDqsRvNwiNWDrY%2bt.". 1,7/2016
Florida Building Code Online Page 2 0l 2
Date Submitted 06/10/2015
Date Validated 06/1.1/2015
Date Pending FBC Approval
Date Approved 06/16/2015
Summary of Products
FL# Model,Number or Name (Description 1
17355.1 ;HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact.
Limits of Use — Certification Agency Certificate
Approved for use in HVHZ:No �2 _'•.? .__:___ !
Approved for use outside HVHZ:Yes =C _ '<._- -_
Impact Resistant:No
Design Pressure:N/A Quality Assurance Contract Expiration Date
! Other:Max.sizes:74"x 63"and 74"x 72".See installation 10/16/2018
details for DPs.Glass complies with ASTM E1300'-04. 1 Installation Instructions
Verified By: Lucas A.TurnerrPPE-58201 j
Created by Independent Third Party:Yes 1
iEvaluation Reports
Created by Independent Third Party: Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX I HS-67.0 Vinyl Horizontal Slider,XOX, Non-impadt.
Limits of Use 1 Certification Agency Certificate
Approved for use in HVHZ:No ! -1 - -- C p.
Approved for use outside HVHZ:Yes Impact Resistant:No '
p Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2019
Other:Max.size 111"x 63".XOX 1/3-1/3-1/3 and I Installation Instructions
1/4-1/2-1/4.See installation details for DPs.Glass complies S5 Rn "'
with ASTM E1300-04. ! Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
moi:' _`_h',�L.__'•C,_=-- i,C'vy''G-= t';q- % .i_�cJ
Created by Independent Third Party: Yes ^' {
-•� 17355.3 'HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact: 1
1 •, I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I _
Approved for use outside HVHZ:Yes s. _ _
Impact Resistant:No , \;
{ Design Pressure:N/A ."
Other:Max.sizes: 74"x 63"and 74"x 72".See installation I Quality Assurance Contract Expiration Date
detail for DPs.Glass complies to ASTM E1300-04. 12/10/2018
!Installation Instructions
Verified-By:-Lucas A.Turner PE-58201 h I
Created by independent Third Party:Yes
i .Evaluation Reports
1 ! Created by Independent Third Party:Yes j
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487.1824
The State of Florida is an AAlEEO employer.Copyright 2007-2013State of Florida.::Privacy Statement::Accessibility Statement::Refund'Statement
Under Florida law,email addresses are public records.It you do not want your e-mail address released in response to a public-n=_-cords request;do not send
21ec0-pnic 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 emaits provided may be used for official communication with the licensee.However email addresses are public record.If youldo not wish to
supply a personal address,please provide the neoartment 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 nere.
Product Approval Accepts:
Ell
https:'/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2bt.. 1/7/2016
' 11
I
i
j ENERnL NorE
i HORIZONTAL SLIDER - NON-IMPACT L THE PRODUCI SHOWN HEREIN IS DESIGNED AND MANUFACIURED ST-t
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT Vb�h *h'iYSl'E';�S �%I
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
' 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC
75 V4' FLANGF WIDTH
_ 3.CONFIGURATIONS:"XX'.
! 7:r•MAX.UNII WIDTI I 620 PVC
_ .16., _ ! 4.DESIGN PREssunE RATING(SEE SHEET 2);
MAX.SASIl WIDTH I -NEGATIVE DESIGN LOADS BASED ON.TES'T'ED PRESSURF.AND HORIZ.SLIDER
GLASS TABLES ASTM E•1300.04• NONIMPACT
- -
321116 POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
i CLAS5 DLO ! - INFILTRATION TEST PRESSURE AND CLASS TABLES
T
ASNI E•1300-04. i - - ---
I •
5.ANCHORAGE:THE 33 13%STRESS INCREASE HAS NOT BEEN USED 1 f
73 1!4' ^,f IN THE DESIGN OF THIS PRODUCT.SEE SHEET G FOR ANCHOR
FLANGE I DETAILS. WINDLOAD DURATION FACTOR Cd=1.G WAS USED FOR i "!
HEIGHT 4d 6 WOOD ANCHOR CALCULATIONS. ! I I
'2'
MAX. C C 6 G.NO f APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE j- i Iv1I
I
UNI I I SYSTEM IS REOUIRFD IN WIND BORNE DEBRIS REGION.
HEIGHT I-�= i
X X 7.ALL FRAMES AND VENTS FULLY WELDED,
f.%7t8" f
IJAX. B.SERIES'MODEL.DESIGNATION 116-620. I I O
SASH j f ;F-
HE GH 1
F-
HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I U;
M 1-16" X_OPERABLE SASH V'
3 cn i
alASS --75 1!4'•FLANGE V410TH - W
I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
-- -- LOCATION.
i L.,laxurn,wu11H _ -....__
36 _ I I I.EXTERNAL WEEP SLOT: 5'1 G"X 2-1%8'LOCATED 4.1:2"FROM -
z
_ ••.�� IAAX.SASHWIDTH BOTH ENDS.
I jlyt�nJgH�q .
I' r I ��� a•;1L�R�i1�T.��i
• Ii-- 321118' -I
GLASS OLD A ,�*r;•.•`•U.'r'i.;.ti ':hia,'i
u I
64 1:4° j
JE Lucas A.TurnerFLANGE 2015-04-27st,1663' 21:05-04:00i MAX
°UNIT B HEIGHT ,
X XMAX
HEIC4127!2015HEIGHt'K 1=1 G_
LUCAS A.TURNER.P.E.
GLASS FL PE#58201
OLO 1239 JABARA AVE.
j NORTH PORT,FL 34288
I �_ ._..._. .r.. ......_._ PH.941.380-1574
AtiNEE�DESLIi11�710M:
GENERAL NOTES AND
ELEVATIONS
TABLE OFCONTENTS MAX. UNIT 2011 MTG. RAILORI%v;J3V i}ATE:
- - ----- - DESIGN PRESSURE-RATING---IMPACT RATING- "-- - - Emk -... oa�22,'i5
UP Cl Infll"S d GLAZING OE'I nIL........2
SIZE REINF. ipWGb:- IrtF.V.SECTI -'-
EXTRUSIONS
VIEWS .............................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1 01,59
EXTRUSIONS R D.O.M.........................4 NONE
ANCHOR SGHTION DET R IJOTES.........5 74" X I2" YES CHARTS, Sl--IEE-1-2 7f1h1r SHEET'
•' k IAISI-ALLATION DETAIL.......................G 1:25
i X11
\AfINlbChV W5'r04F.w�,
ANciion.ATMIDSPAN 8-MAX O.G.(TYP.) 1900 SW 44TH AVE.
OCALA.FLORIDA 34474
FOR UNIT�ir.IGIJTS OVrR 63"(TY P.1
WWW.CWS.CC
6! MAX.(TY-.)-
3'(TYP.) 4' MAX.!IYP.)
f'
6' MAX. ;'Yfl.) Er NOTE 2 TvP.I )
3" 1HRUFRAME ANCHOR OYP.
Imo.-- Y
_l--6'IT 1,1 4'MAX.I' jF
.
620 PVC
SEP NOTF 2
INSTALLATION HORIZ.SLIDER
ANCHOR(TYP.) I NON-IMPACT
INSTALLATION
MAX.O.G. ANCI IOR ITYP.1
(I YP.l
i
MAX.O.C. ul
(TYPj
im
z
i.
�O:W7
4>
cc
i LLJ
ANCHOR LAYOUT-(FLANGEl ANCHOR LAYOUT-(FIN)
NOTE THRU FRAME ANCHORS 0 MTG PAIL ......
o" ORElJ,
F 8"
NOTES: SlAtLOF jL.z-
%INSTALL ONE A140HOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME As HEAD. A
1tv,NAw%,
2.SHINIAS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1,14". USE SHIMS WHERE SPACE GREATER THAN 1/161 IS PRESENT. LOAD BEARING SHIMS SHALt.BE 111,O11
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN TI iESE DRAWINGS,SEE TABLE 1.SHEET 6. 4127/2015
d.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT V41TH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE N 58201
1239 JABARA AVE.
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFAC IUREIVS INSTALLATION INSTRUCTIONS.A14D ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS IIIAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE I.SHEET I3. PH.941-380-1574
SI If-I;I I)H§Uff Fir—iom
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALT_DRESSING OR STUCCO. FOR coNcRETE!CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE-IX BUCKS ARE
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A.r.111,11101UNI CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FAST ENERS:3'FOR MASONRY.I'FOR WOOD AND METAL.
0.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 SHALL MEET Tl IE MINIMUM STRENGTI I REO(1IREMENTS AS SHOWN IN TABLE 1.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE RIEFFRENCE DOCUMENTS:
CWS-1059
FtV�A:AAMAIOO(FlllWINDOWS).F:I,/.AiAAMA:!OU(Ft.ANGEWINDD\NS). FMAAV D MA 250(8(7;(W IN DOWS).l'MWAANIAA14 DN-IA 3001 EX1 ER 1011 D0019S1 SHFE'T
1:20 5 OF 6
i
MIN.EMBEDMLN 11
SEE TABLE I -� -BY OTI I ATE ill 0-
SEE
TYPICAL hEAD ANCHORAGIc BY OTI IERSI:.P MAX,tiHIM- SEE TABLE I --_ _ VVINDL14V SYSYC-.PIS
MIN.LDOE 1151. - MIN.EDGE DISI'. ---SUDSTRATE IABLli i '- —`+—I' SEE TABLE 1 BY1900 S
OTHERS 1W 44TH AVE.
1 1;4'MAX.SHIM (- SEE TABLE I OCALA,FLORIDA 34474
^ MINEDGE I
MIN.EMBs?DFAL'N'i' - . DIST. 1 WWW.CWS.CC
I SUBSTRATE By OTHERS o i
I i SUB TABLE I -
SEE TABLE
I
SEALANT SEE TABLE I INSTAL
SEE LATION
PERIMFTER SEA
BY NS:ALLF:R FABLE I i--- '- -----' 620 PVCs
! INSIDE AND OUI — —`-I - `
--
-` _. � I � HORIZ. SLIDER
F:HIND I oo I SFE TABLE I MIN,EMBEDMENT
SEALANT RNON-IMPACT
i RANGF.BY INSTN.I FR IW MAX.FHIM
�-'•__ •---VEHIMETER SEALANT .. .w
---PC-RIMGH.R 6l'AIAN7 BVINSTALLER `Q I
f BY INSTALLER ... INSIDE AND OUT ' O
o g o
INSIDE AND OUT '--- ---- INSTALLATIOtJ ANCI TOR I I
- S:AIANTBEHIND SET:TABLE I m
`------....
FLANGE By INSTALLER .......----- -SL-ALAN iBEHIND I- -- I
INSTALLATION ANCHOR ----- - - ,.._. FIN 3Y INSTALLER Z
I
SEE TABLE I ! B' HORIZONTAL SEC"FION i^� HORIZONTAL SE(7f10N I I D
,
. G TYPICAL JAMS ANCHORAGE I ti_ TYPICAL FIN ANCHORAGE
I LEAD AND SILL SIMILAR FOR FIN INSTALLATION I I W
NOTE:ADDITIONAL THRU-FRAME ANCHORS I I
D (AS SHOWN IN DET.AIG)REO'D AT MTG RAIL. aiU
SEE SHEET 5 ANCHOR LAYOUT, I L)
I O
{ SEALANT BEHIND Ij4' LAAX.SHIM
FLANGE UY INSI ALLEN
PERIMETER SEALJVIT MIN EMULDMEFII ;G' ;•�,L E h)R''•,'Q�
1 IN INSTALLEfl Ao i6ZJ7
SEE TABLE I
, INSIDE AND OUT /I � r -
SIIRSTRATG BY OTIIFRS—' %• 1 ^"��' j 07
MIN.EDGE DIST.
5EF 1'ARLF-.I SEETABLE1 'y''. S"IATG UP ��C
SEALANT UNDER SCREW- A _VEff'IICALSECHON _ ri0�''•^•
HEAD BY INSTALLER (,.6;F TYPICAL.SIL L ANCITOAAGE �4C1S 'ORI"'
i I I r
TABLE 1:APPROVED INSTALLATION FASTENERS 4!27!2015
FRANIETYPE FUBSTRATETYPE ANCHOR TYPE MIN,EMBEDMENT MIN.EDGE DIST. ' / LUCAS A.TURNER,P.E. ,
FLANGE CONCRETE(2.0I(SI MIN.) 3/16"IIW TAPCON 1" I-1191 FL PE 8 58201
FILLED CPERIMETER SEALANT- 1239 JABARA AVE,
FLANGE HOLL04V OR GROUT'- MU(117 PCF MIN.) 311"u"ITW TAPCOFI 1" 2" BY INSTALLER t..•-__. NORTH PORT,FL 342II8
' FLANL;E CONCRETE(2.35 KSI MIN.) 3116"ELCO ULTRACON I•. INSIDE AND OUI PH.941-380-1574
FLANGE HOLLOW OF GROUT-FILLED CMU(ASTM C-S0) r'• 1-1!41* 'I)\ HORIZONTAL SECTION _
3:I, ELCO L'LIRACON 2-Ir2' `.,B ,' BOX FRA41L INSTALLA'I ION SHEfI lT1ESCHIPTiON:
3116"I IW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INS FALLAI ION
FLANGE 2X LAIN.SOUTHERN'PING IC-0.55; 3116"
ELCO IJL'1TIACON "II' 7/s,. INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55; #10 WOOD SCREW ;-3!E' 7;8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE.
i 16 GAUGE
-a—ESUP--TOAND.INCLUDING.A.BOX-FRAME-APPLICATIONISACCEPTABLE-POVIDED(O.OGO) ARJ. TE _ iFKS SELF-DRILLING SGH_N :t16' R — ——
-----
(33 KSI YIELD MIN EMK 04122/15IliftU0.060"
._.
MIN.114"FILLET OF CONSTRUCTION-GRADE ADI'IESIVE CAULK IS APPLIED rick,F:
FLAI•IGE 1W ALUM.'6063 T,MINI OR 111 C GRADC 5 SFLF-TAP PING! FULL THREAD
711 WINSIDE AND OUT.FULL PERIMF.I;ER,BY INS"FALLER, r
I.A"SIEEI.(33 I(Ki tvtlbl.) DRILLING$I;HLW I)JRU U.i2� PRODUCT ANCHORAGE IS IN ACCORDANCE 1N(TH HEOUIREMENTS AS CW -10.)9
FIN 2X IJ IN.SOUTFIRRN FINE,I0=0.551 11110 WOOD SUREW I-Ir'l." �;2° SHOWN FOR FLANGE WINDOWS. S^ ..•n•-
L;.
SHEET
1:2
60F
I
4.
r Florida Building Code Online Page I of 2
w
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Business:
L GyProduct Approval
Dm ,lessionai a USER:Public User
rr�
>App]iCadon Detail
FL m FL17234-R1 FEB
Application Type Revision 2 2 2017
Code version 2014 PERMITTING
Application Status Approved St. Lucie County, FL
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 Jay 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 Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence _ _ _
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-O8 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQNtVmPaT.. 12/11/2015
Florida Building Code Online Page 2 of 2
v
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/12/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
117234.1 I SH-610 Vinyl Single Hung j SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76"
i - -
jLimits of Use _ Installation Instructions
( Approved for use in HVHZ:No L?
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant:No Created by Independent Third Party:Yes
I Design Pressure:+50/-50 ;Evaluation Reports
Other:SH-610,Max.size 53 1/8"x 76",Fin,Flange,DP ` FL-7 ?= Ri__ v�'. - =5. + �_?.•_. _';--
+50/-50 PSF.Glass complies with AST M E3300-04. 11 Created by Independent Third Party:Yes
Contact US::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-182?
The State of Florida is an AA/EEO employer.Coovnght 2007-7013 Stare 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 respoto a public-records
mnse 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,effWive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record;If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if,you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
https://floridabuilding.ort= pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaT... 12/11/2015
cl
j
I
j GENERAL NUI ES'
SINGLE HUNG - NDN-IMPACT I.THE PRODUCT SHOWN IIEREINISDF..SIGNEDAND MANUFACTURED ((vv14vIRCiUVS'Si'7iF5Sllp,
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT
EDITION. 1000 SW 44TI-I AVE.
OCALA,FLORIDA 34474 j
2.GLAZING OPTIONS:(SEE SHEET 2) WWW,CWS.CC
i
54 3!8" ---- —' III--- 38 1!4" - 3.CONFIGURATIONS:"01'X". 610 PVC
FLANGE WIDTH -I I FLANGE WIDTH
4,DESIGN PRESSURE RATING(SEE SHEET 2):
37" — •NEGATIVE DESIGN LOADS BASED UN,TESTED PfiESSURF AND SINGLE HUNG
MAX UNIT WIDTH �� MAX UNIT WIDTH GLASS TABLE ASTM E-1300.04.
- 49 VI — '� - 32 15!1x' - -POSITIVE DESIGN LOADS BASED ON,'I'ESTED PRESSURE.WATER NON-IMPACT ;
GLASS DLO GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES _
A I ASTMS-1300-04, i mj
n u
l' ' _� 5.ANCHORAGE:THE 33 l!3%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET G FOR ANCHOR t
I
DETAILS. WINDLOAD DURATION FACTOR Cdr LG WAS USED FOR
i I
WOOD ANCHOR CALCULATIONS. Y�
I ! G.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECT-INE
1 77 N4" I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. I i v jZ
77114' 345:•16" 345!16' I I m, IQj
FLANGE B O B GLASS DLO 6LAIIGC; O GLASS 01-0 '
j
HEIGHT HEIGHT: 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM I i • ' i jam''
i SEAL4.NT USED AT FIXED MEE'I'114G RAIL AND JAMB. I c'.z W'
B.SERIES I MODEL DESIGNATION SH-6 10. c
II ;y
t _ `I
76' / ---. 76" 1— / L 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I w i U
MAX 1 ;� ; -•. f MAX ,. a
UNIT tl ! j UNIT !� X-OPERABLE SASI"1.0=FIXED SASH
I I a w
G, _ 0 1
HEIGHT: I j HEIGHT
i I '� 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1 I a I O 1
LOCATION. Z,
37 1,4' x .D 34 5•'16' 37114' X 345nli" 11.EXTERNAL WEEP SLOT_Ir4 x 1-1/2'LOCATED 5"FROM BOTH ,�t�U
MAX G%GLASS DLO 6IAX GLASS DLC ENDS. J�(�*tilR81'b
SASH �% SASH �
�� 1 ��•r J 10 M1201
' LI
1
Lucas A.Turner
i a C —I A —... – 2015-04-03 x�'• s1,I E
o
_;. 16:41-04:00T
� c ; •, ., rl t�;"•�.�..�
--— 47 /
GLASS DLO _.._...GLASS DLO ��pJ111111,
..- 491516' 3313/IG" .__•-I .y
MAX.SASH WIDT11- ----' MAX.SAG[I WIDTII ��"•'-' 1
4/3/2015
LUCAS A.TURNER,P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-3B0-1574 1
jSHC•E'17=Sf:HIPTIUh' ,
GENERAL NOTES AND
ELEVATIONS.
TABLE OFC ONTENTS MAX, UNIT EXTERNAL .RAw,vev:- DA - -
GENERAL NOTES BELEVATIONS.....I DESIGN PRESSURE RATING IMPAC T RATING ADE 08/09/14
DP CHARTS&GLA7_INGDETAIL,..-....2 SIZE REINFORCEMENT
SECTION VIEWS..................................3r
EXTRUSIONS&S.O.M........................A 37"x 76" NONE ,SEE COMPARATIVE ANALYSIS NONE
CWS-93C A
ANCHOR SCHEDULE&NOTES........'5 53-1/8"x76" 2.011 CHART SHEET2 NONE s`�''' SHEET
INSTALLATION DETAIL.......................(T
1:20 1 OF6
6MAX.(Typ.) MIDPOINT 4"MAX.('I vF 8' MAX.O.G.ITYP.) r,'*MAX.fTYP.)
E"MAX.jTYP.) c8ag Of ml
EE NO I E T. 4-MAX.(TYP.) r-SEE N01E 2 r,' MAX.(I yp.)
SEENOIE2
1900 sw 44 I'H AVE.
OCALA,FLORIDA 344711
wwW.cWS.GG
MAX.O.C.
(TYP.1610 PVC
14 V2' 141,12" SINGLE HUNG
MAX.O.C. MAX.O.C.
I yp') ;TVP,) 1 NON-IMPACT
INSTALLATION
ANCHORSiT'Y11.)
' INSTALLATION
3'(TYP.)- AN , Fis(I yp.)
s'(.1yP.)
I-(1-yp.) 3"(TYP.)
INSTALLATION
ANC((ORS(TYPj
1(n
:z
ml
10!
Nj
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�ziANCHOR LAYOUT•(FLANGE) Q Uji
ANCHOR LAYOUT-(FINI ANCHOR (FLANGE) La
IJVCfi 37'LIN17 WICTH ALL SIZES �ARMPA'M�' CL
U.N D F R
ft 10 SILL AW;f ORS RE 0 t JlRrf)l
ILou
;Z�
A-
NOTE
1.INSTALL ONE ANCHOR AT EACH INS'IALLAHON LOCATION.SILL.ANCHOR SPACING SAME AS HEAD. 09
2.SI-IMAS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO 13E 114". USE SHIMS WHERE SPACE GREATER THAN V16"IS PRESENT. LOAD BEARING SHIMS
CONSTRUCTED OF I IIGI1 DENSH Y PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. .9�IALL BE
3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.81 IEE'r 6. 4/3/2016
4.ALL INSTALLATION-ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MEJALSOAN LUCAS A.TURNER,P.E.
4A]ERIALS IN CONTACT W11 FI PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT HEACTION. FL PE 9 58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS S1 IALL BE IN ACCORDANCE WITH Aiqclion MANUFACTURER'S INSTALLA1 ION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THEMINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. Pit 941-380-1574
kift �'
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL.DRESSING OR STUCCO. FOR CONGRETEICIVILI OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED.INI'(.)SUBSTRATE s T6rkT*4j_bjj!- �
OPTIONAL. -IX BUCKS ARE ANCHOR SCHEDULE AND
NOTES
1 -7.A MINIMUM GEN I ER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,I'FOR WOOD AND'METAL.
DHATV BV• WM_ -R
B.WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED-10 TRANSFER WIND LOADS TO THE S1 RUCTURE. AIDE 013/09/14
SUBSTRATES SHALL.MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6, C014GREI-F AND MASONRY SUBSTRATES MAY NOT BE CRACKED. nv4c,41:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING 7 HE CURRENT VERSION Of:'I HE REFERENCE DOCHMENTS: CWS-936 A
FMA;AAMA WO(FIN WINDOWS).FI-AA,'AAMA 200(FLANGE WINDOWS), FMA'WDN`1A 250(BOX WINDOWS),FfAA/AAMA.jWDMA 300(EXTERIOR DOORS)
1:25 SHEET
Q .
----------
MIN.EMBEDMENT SUBSTRATE
'TYPICAL HEAD ANCHORAGE SEE TABLE I BY OTHER.,;
SEE TABLE I /�YsTrplls
MIN.EDGE DIST. IM"MAX.SHIM v
MIN.EDGE DIST. •SUBSTRA
SHE 1ABLE 1 --- --- SEE TABLE I BY OTHEFIS 1900 SW 44TFI AVF.
SEE TABLE OCALA.FLORIDA 34474
SUBSTRATE By OTHERS IIA'MAX.SHIM- www.cws.cc
SEE TABLET -... MIN'H)OF DIST.
SEE [ABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT sr7.F TABLE I 1,NSTALLAliONANGHOR ---...i 610 PVC
BY INSTALLERSEE TABLE
INSID 1.AND I
SINGLE HUNG
I SEALANT BEHIND MIN. SKIMENI
SET WABLE NON-IMPACT
I rL ANGF BY INSTALLER 1W MAX.SHIM m
PERIMETER SEALANT
PERIMEIERSLALANT DY INSTALLER
BY INSTALLER --- INSIDE AND OUT
INSIDE AND OUT -INSTALLATIONANCHOR
TABLE 1 2
SEALANT BEHIND SEE Lu ca
INSTALLA HON ANCHOR FLANGE By INSTALLER SEALANT BEHIND
FIN BY INSTALLE(I L) z
SEE I ABLE I HYRIZQNf�� �L.qECTION C'% HOR17ONTALSECTION I i i O
_--- --------
IYPIGAL JAMB ANCHORAGE G,% TYPICAL FIN ANCHORAGE
IW AND S11.1 SIMILAR F0Fl FIN INSTALLATION
. ...... CONTINUOUS UDI.1/4"BEAD OF SEALANT I III I(C,FO
AROUND PERIMETER 6L&ALL INDICATED ILI CL
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
w
IM"MAX.SHIM
oi
SEALANT BEHIND z
FLANGE BY INSTALLER
PERIME I ER SEALANT
BYNSTALLER
INSIDE AND OUT •No 58201
SUBSTRATE BY OTHERS
SEE TABLE I
/'A VERIICALSECTION
�
TYPICALSILL ANCHORAGCIA I L OF '4E 0
140 SILL ANC HORS RL'OIJIRFO
0 V, 0.
Fj
I-,/-
TABLE 1:APPROVED INSTALLATION FASTENERS 4/3/2015
FRANI E TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. i LUCAS A.TURNER,P.E.
FLANGE "I MIN.) FL PE 9 5520
CONCRETE(2.0 K. 3!16'ITW TAPCON 1-US" I
FLANGE. HOLLOW OR GnOUT-FILLED CIAU;117 PCF MIN.) 3116"ITW TAPCON PERIMETER SEALANT-" 1239,IABARA AVE.
2' BY INSTALLER --- NORTH PORT,Fl.34288
FLANGE CONCRETE 12.85 KSI VIN.) 3116"ELCO ULTFlA(,ON I" INSIDEANDOW D I IORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED ClAU(ASTM C-901 3116"ELCO ULTRACON
BOX FRAME INSTALLATION SlIFFT f)rst;RjPTKAfl._
FLANGE 2X MIN.SOUTI IERN PINE 104.55) 3!If!'ITV1 TAPCONI 1 918„ SIMILAR FOR SILL AND JAMBS FOR BOX INS IALLA rI0N
OR rLC0 ULTRACON 7,'B'
INSTALLATION DETAILS
FLANGE --- 2X MIN.SOUTHERN-PINE!G.0.5f"`
#10 WOOD SCREW 718" FLANGE HEMOVAL NOTE;PARTIALLY OR FULLY REMOVING I HE FLANGE, IwAVE IiY"
'16 GAUGE(0.060")MIN.STEEL STUD 410-16 HIL71 KWIK-FLEX OR IPA, BRI-THREAD --- UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 I(Sl Ylr.1.1) IFKS 1.3rREW THRU 0.08011 7116" -T 01:CONSTRUCTION-GRADE ADHESIVE CAULK I APPLIED ADE___ 08109114
.MIN.1,A"FILLF
1/8"ALUl,4.(60(V.-T5 1011,ij OR 010 GRADE F.SFLF-TAPPING I F:Jlt THREAD S
FLANGE 1/8"STEEL(33 KS1 IJINA. DRILLING SCREW 7,,16^ INSIDE AND OUT.FULL PERIMETER,BY INSTALLER.
HRU 0.12C� PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-935 A
FIN ZX A4 A.SOU IHERN PINL(.G=0.55) RIC WOOD SCREW 1-112" IfT' SHOWN FOR FLANGE WINDOWS. SHEET
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