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Home My WebLink AboutPRODUCT APPROVAL4/2/2019 Florida Building Code Online DPP ,afessia al Regui`atian x _� D9rR'NDei` nADDItr DSPR. -0BPhDAy131DN9 COMPLTDBPR db a ANNED r v �) Product Approval BY I � USER: Public User St. Lucie County o uc ARDmval Menu > ProtluR or ADIpIIrallon Search > AQRlication LI=_t > Derail FL # FL161-R6 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 Kevin Pine kpine@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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amontever Category tenor Doors Subcategory Swinging Exterior Door Asse Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3 Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Unch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By J Validation Checklist - Hardcopy Received FL161 R6 COI EvalReoort176F.odf Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 FILE COPY https://www.floddabuilding.org/pr/pr_app_OU.aspx?param=wGEVXQwtDgvyf4ngAXhlO45csMGloEpopBYr%2ffAksnA%3d 1/2 4/2/2019 Sections from the Code Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Method 1 Option D 09/26/2017 09/29/2017 10/03/2017 12/12/2017 FL 7t Model, Number or Name Description 1 .1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.p&f Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 I Created by Independent Third Party: Yes Design Pressure: +401-40 Evaluation Reports Other: Not for use In HVHZ. Primarily used with Screen FL161 R6 AE EvalRe ort17 F pdf Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E-0»f Approved for use outside HVHZ: Yes ,Verified By: Lucas A. Turner 56201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReport242E.pdf Rooms. Created by Independent Third Party: Yes Back Next ContactUs :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850 487-IB24 The State of Florida is an AA/EED employer. Sppy_aht 2007-2013 State of Honda, :: Pavan Statement :: Acressi=y 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 "didonal 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 annals 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 here . Piadact Approval Accepts: ® ® � W a i securi tym I. rlucs https://www.fladdabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQmdDgvyf4ngAXhl 045csMG1oEpop8Yr%2ffAksnA%3d 2/2 PRIME DOOR - NON -IMPACT (SHOWN W/ALUM. SINGLE HUNG) TABLE OF CONTENTS GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED MANUFACTURED, TO COMPLY WITH THE FLORIDA BUILDING CODE DE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED. l�IWSIIN�h/U(l1WSYSTEI MS 1L(lL/��LL 1900AVE. OCAW A. FLORIDA 346T6 W W W.CWS.CC 1000 ALUM. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-130M4e01109. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. G Z 3 ¢ O 5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED z Z w' Q w O w IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w a zOz rck?1- Q N Y 00: yi m_ �w� ANCHOR CALCULATIONS, z ziEzr3'x <¢ w O 0 O O OO1j<�r¢ R m a Q 41 y U. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE z OO UN SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z UVjZj -zz7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT <+O w F O z USED AT ALL FRAME JOINTS. w oo�T�3o R-NOwww LL ZNWLL 0J0f °r< iir w3wo Lucas IQp:•OD`"SF' Tumer Na sfizal 2017-09-15 -p 15:13+20:00 1 y=• STATE OF z;7- 9/15/2017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS GENERAL NOTES 8 ELEVATIONS ........ I AIDE 09/08108 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DYC �Y- BOM 8 EXTRUSIONS ..............................4 ANCHORTRUSIOLESNOTES .............5 37-1/4"x81" +/-40 PSF - NONE 6CC�W S-176 F INSTALLATION DETAILS ........................6 SHEET 1:15 1 OF 6 C�DDDQ' WINDOW 8T8TEM5 1900 SW 44TH AVE. OCALA. FLORIDA 34474 27314 www.cwS.cc MAX UNIT WIDTH - 1000 ALUM. GLASS DLO GUARDIAN DOOR NON -IMPACT / a 1- z 3 ago 0W0 1 w W zoz F O 0kzr aw-�om3m z zW2arcwoo 0U Uw F-00 GLASS 0 Dw Z O"6a-DID DLO a ¢ r_W .po WO q�Q;"'moz / / as W 6R�NU LLwWw�WwW 5L ZwW a w MAX UNIT0 _ wf Wh0 pf�Jl HEIGHT // a W IfW 3 a aw"PpOREWT '• F 28° Z-: No 58201 ' 111- GLASS DLO z y a -9i STATE OF :41C z� 9/16/2017 LUCAS A. TURNER, P.E. �y GLASS DLO FL PE N 58201 1239 JABARA AVE. SH-3500 (SEE SEPARATE APPROVAL) NORTH PORT, FL 34288 ALL GLAZING DSB TEMPERED MIN. PH. 941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS OPAwner: DATE: ACE 09/08/08 ' nwcr. REV' CWS-176 F SCALE: SHEET 1:10 2OF6 15 12 WINDOW SYSTEMS 190D SW 44TH AVE. OCALA. FLORIDA 34474 INTERIOR g WWW.CWS.CO 13 - 1000 ALUM. o D 3435 D� MO GUARDIAN DOOR 37 NON -IMPACT 0 0 37 14 c z 3 ¢z3 3 74 8 w ZOZ a_?w o aw—>oG:3 Ei 29 10 3 i i'L�a ¢r¢3�� O O�O Qwoo ZD. SECTION VIEW B-B z O Uwznu Cz INTERIOR W RN�WNW a ? wok w ia 0 Wi o mm�w W:: w� a Ii- o- may? • ;a? 'A? STATE OF :1U: 19 °ryy 70NA . ;0po• i� 9/15/2017 16 7 LUCAS A. TURNER, P.E. FL PE # 58201 5 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET UESCR V'IoM. 3If SECTION VIEWS 6 (11 3 ALT. THRESHOLD (1186) A THRESHOLD (1126) THRESHOLD DESCRIPTION MAX.POS.DP oRnwry 0 VArE: SECTION VIEW A -A ADE 09/08/68 GWG9: REV.. CWS-175 F ITEMS NOT SHOWN FOR CLARITY:NOTE: INSTALLATION w/l 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET 9, 11.17-19, 24-26, 31, 36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 12 30F6 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +4V SADDLE THRESHOLD NONE 6 LINE ITEMS NOT USED: 2, 4,20-22, 27,30 CORNER KEY - S-1002 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 216116"—'- �;r' 1 1/2' L STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE - H-1001 2 318' 2 3/8" 3 q° 1 �I 1 13116" 1 OUTSWING HEAD S-1377 3 318" 718" 1 7 ,— 1/16" —f 1 11/18° 3/4' � � 1/16" 3 OUTSW ING JAMB 5-1374 BUMPER THRESHOLD 5-1126 36 OUTER FRAME ASSEMBLY 11 n PANELFRAME ASSEMBLY 2 5/8"— { 1/16" 1 3/i6' 33 ADJUSTABLE SWEEP S-1300 3/16" 3 7/16" 6 L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. I 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD -40 1193 SADDLE THRESHOLD NONE NOTE: INSTALLATION w/l 126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a i 3 azs ow0 QW'o w zoz rckzr z Z2w <W'Oo 0 Z-wzzHmw LL OOLLz > a3o wPFO ¢0�iU§z92 w W OwWwO ww 0 wr0 WOx�N i w w w3a No 59201 STATE OF 9/15/201 7 LUCAS A. TURNER, P.E. FL PE 4 58201 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 09/08/08 VG C' fiEV.: CWS-176 F 'ACE' SHEET 12 4OF6 NOTE: INSTALLATION w/l 126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a i 3 azs ow0 QW'o w zoz rckzr z Z2w <W'Oo 0 Z-wzzHmw LL OOLLz > a3o wPFO ¢0�iU§z92 w W OwWwO ww 0 wr0 WOx�N i w w w3a No 59201 STATE OF 9/15/201 7 LUCAS A. TURNER, P.E. FL PE 4 58201 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 09/08/08 VG C' fiEV.: CWS-176 F 'ACE' SHEET 12 4OF6 123/4• MAX D.C.(TYP.) IMYW/UU - 6" MAX. (TYP.) SEE NOTE 2 WINDOW SYSTEMS ll/L/ LI 6• MAX. (TYP.) 1900 SW 44TH AVE. OCALA. FLORIDA N474 W W W.0 WSCC INSTALLATION ANCHOR (TYP.) 1000 ALUM. GUARDIAN DOOR NON -IMPACT 17" MAX. O.C. (TYP.) r INSTALL TWO#8 ANCHORS THRU w zOz cc �w STRIKE PLATE AND DEADBOLT STRIKE ; w:0 0M�i PLATE INTO SUBSTRATE (TYP.) z zx<¢ww00 INSTALL ONE#B ANCHOR THRU 0 0 01-0 < rm EACH HINGE INTO SUBSTRATE (TYP.) p ZNmQz jLL SU`� z Oi UD�z I__LL�OOLLz rc q23 0FF_O_ ra- rc1�i,3B2 . w oo¢`nowmw LL did ROmw Q w~R W IN r 3'w a a ANCHOR LAYOUT No S8201 STATE OF NOTES: 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 RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9/15/2017 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. LUCAS 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 FL PE IT 58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT, FL 34288 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 PH. 941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. SHEEP DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, i" FOR WOOD AND METAL. oPAwrver: OnTE: 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 ADE 09/08/OB STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET U. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwcr 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: FMA/AA.MA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS), FMAIAAMAIWDMA 300(EXTERIOR DOORS) CWS-176 F SCALE: 120 SHEET 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS — SEE TABLE i PERIMETER SEALANT BY INSTALLER — MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER - 1/4' MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEAL OR SET IN CONCRETE OR MASONRY PERIMETER SEALANT BY INSTALLER a p a MIN. EMBEDMENT SUBSTRATE BY OTHERS a p SEE TABLET SEE TABLE 1 MIN. EDGE DIST. �-- SEE TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPGON 1' 1-1/8' CONCRETE (2.85 KSI MIN.) 3116' ELCO ULTRACON 1' 1" 2X MW..S - #10 WOOD SCREW 1-318" 1/2" 0.045' ALUM.(5063-T5 MIN.) OR S4LT,§,TEEL In KSI MIN.) #10 GRADE 5 SELF-TAPPWGI DRILLING SCREW FULL THREAD THRU 0.045' 1/2" HINGE ANDS NCHORS 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 13 8" 7/8' MIN. EDGE DIST. SEE TABLE 1 INITERIOR 1/4" MAX. SHIM - HINGE/STRIKEPLATE MIN. EMBEDMENT SEE TABLET r HINGEISTRIKE PLATE SCREW SEE TABLE 1 MIN. EDGE DISTANCE SEE TABLE 1 SEE TABLE 1 INSTALLATION ANCHOR SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLERSTALL B HORIZONTALSECTION TYPICALJAMBANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. 1900 SW 44TH AVE. OCALA, FLORIDA W74 W W W.CW S.cC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a r 3 3 <zo owoW�Q 0-oo LL r<-w'�zr3�x z00 z Marc Z-U N -W❑ -ZrJ OiZ]Ua¢ wm00-ti no"o 0❑�z ow ZW.Ww- ❑JV1r a rc irtt Wan a r a tt „ No 50201 STATE OF Az 9/15/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEETDLSCRIFTION. INSTALLATION DETAILS MW N BY: 6ATE, ADE 09/OB/OB CWS-176 F LTLE: SHEET 1:2 60F6 4/2/2019 Florida Building Code Online bA V 4 Sr r. 't' ,"=�I • Sin .P:.= t `t ;$. , 4,�fr, �` F'DaPnbo�'.;eaAAiAawr CHPAbWta>Nqus'; rAMAyY.tiBgR d Florida _ �} -I App USER: PProduubk U.eerOVat a, da SCANNED PsdicLAsamVal Menu > Product or Apollca —0n Searca > Ap-olicatian Llst > Ap on Detail B r St. Lucie County FL # F1-1735 - Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Kevin Pine kpine@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathro cws.cc Windows Horizontal Slider Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE -J Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 Year 2008 2004 ''' I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(sLare in compliance with the new Florida Building Code. /� Documentation from approved Evaluation or Validation Entity ')Yes O No 0 FILE C®Py hftpsJAvww.floridabuilding.org/pr/pr app_ d.aspx?param=wGEVXQvADgsRyNwiNWDrY°/,2btGxBTDFNwhGlKdUdLPi4KcHgrX9il°/p2bug°/,3d%3d 1/3 4/2/2019 Florida Building Code Online FL17355 R3 CDC 5thEdEBC-F1_I735S.pjf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL # j Model, Number or Name 17355.1 I HS-620 Vinyl Horizontal Slider XO Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See installation details for Cps. Glass complies with ASTM E1300-04. Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 01/24/2019 Description HS-¢20 Vinyl Horizontal Slider, XO, Non -impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1315.pdf FL17355 R3 C CAC CAR 138-1316.pjLf FL17355 R3 C CAC CAR 138-1334.pdf Quality Assurance Contract Expiration Date 10/16/2018 Installation Instructions FL17355 R3 11 CWS-1031A (HS-620, XO)pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalRea-CWS-1031A (HST 620,-1Q).pdf Created by Independent Third Party: Yes 117355.2 1 HS-620 Vinyl Horizontal Slider XOX I HS-620 Vinyl Horizontal Slider, XOX, Non -impact. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- 1/4. See Installation details for Cps. Glass complies with ASTM E1300-04. 0355.3 __,/ I HS-620 Vinyl Horizontal Slider XX Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See installation detail for DPs. Glass complies to ASTM E1300-04. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1341.pdf FL17355 R3 C CAC CAR 138-1342.pdf Quality Assurance Contract Expiration Date 03/30/2019 Installation Instructions FL17355 R3 II CWS-1067 (HS-620, XOX)_R�1f Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalRep CWS-1067 (HS-620, KQX)_pq Created by Independent Third Party: Yes HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1328.pdf FL17355 R3 C CAC CAR 138-1329.pdf FL17355 R3 C CAC CAR 138-1332,01' FL17355 R3 C CAC CAR 138-1333.pdf Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R3 II CWS-I059 (HS-620,LX_)_pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReO CW5-1059 fHS-620,_X ).pj f Created by Independent Third Party: Yes Back Neat Contact Us :: 2601 Blair Stone Raatl Tallahassee K 32399 Phone: 850-487-1824 The State of Flo da Is an AA/EEO employer. CCo-y1ah[ 2007-2013 State of Florida.:: Privacy Statement:: Attessibllity 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, Iirenseas 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 dick here . Protluct Approval Accepts: ® ON ® R M https:/Aw.floridabuilding.org/pr/pr_app_Od.aspx?param=wGEVXQwtDgsRyNwiNWDrYn/o2btGx8TDFNwhGlKdUdLPi4KcHgrX911n/2bug%3d%3d 2/3 73 FL HE HORIZONTAL SLIDER - NON -IMPACT 751/4' [[r774' MA 36' GLASZ. SASH W MA 321/16" DLO %a F 1NGE IGHI MAX. UNIT HEIGHT 67718 X MAX SASH HEIGHT 641116 GLASS lCo. DLO TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS ..... 1 DP CHARTS S GLAZING DETAIL........2 SECTION VIEWS..................................3 EXTRUSIONS 8 B.O.M.........................4 ANCHOR SCHEDULE 8 NOTES .......... 5 INSTALLATION DETAIL.......................6 GENERALNOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURREN, EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS:'%%'. 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PHESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS, W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. 6. SERIES/ MODEL DESIGNATION HS-520. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 5/16' X 2-1/8' LOCATED 4-1/2' FROM BOTH ENDS. MAX. UNIT 2011 MTG. RAIL SIZE REINF. DESIGN PRESSURE RATING IMPACT RATING x 65 NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 74" x 72" YES Lucas A. Turner 2015-04-27 21:05-04:00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT No 58201 STATE OF z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS RAWNBY: DATE EMK 04/22/15 wan: PtEN.. CWS-1059 SALE: SHEET 125 1 OF 6 Unit Unit 35112 EQUAL SPLIT "XI(" WITH GLASS TYPES A, B. C, O Unit Height 471/2 5f 112 551/2 1 591/2 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "TUX" WITH GLASS TYPES A, 8, C, OR D Unit Height 35112 1 391/2 1 431/2 1 47112 1 511/2 1 551/2 1 591/2 63 FLANGE WINDOW WITH 2O11 MTG RAIL REINE DESIGN PRESSURES FOR EQUAL SPOT "X/X" WITH GLASS TYPES C OR D Unit i Unit Height Width 35112 1 39112 1 431/2 1 471/2 1 51112 1 55112 1 591/2 1 631/2 1 671/2 1 72 FIN WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "XIX" WITH GLASS TYPES C OR D Unit Unit Height WICIh 351/2 1 39112 1 43112 1 471/2 1 511/2 1 55112 1 591/2 1 631/2 671/2 7tB' OVERALL 1/8' ANNEALED Y16' AIRSPACE Bit' ANNEALED SIKAFLEX 552 0R PURFECT GLAZE'H" SIP GLASS SITE TYPE A 7/8' OVERALL W16' ANNEALED 7116' AIRSPACE TIE" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H' __I S'8' GLASS BITE GLASS TYPE C GLASS TYPE GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN, USE.. NEXT LARGER SIZE. "" SW 44TH AVE. OCALA. FLORIDA 3441. 7/8' OVERALL WWW.CWS.CC 1/8' TEMPERED W16' AIRSPACE 620 PVC 1/8' TEMPERED HORIZ. SLIDER PSIVAFLEX URFECT 552O NON -IMPACT 15SS BITE I �11r 98" OVERALL V16- TEMPERED 71V AIRSPACE O z W16" TEMPERED ••pc•.•PNpREyj�i�4 p' .•�GENg' •P F•••tiF SIKAFLEX 552 OR J4:+V PURFEOTGLAZE'H" Gam; N. 58201 -.13 �Y M •1f� e; it 518' GLASS BITE .9% STATE OF :,1U LUCAS A. TURNER, P.E. FL PE N 68201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HIMET DESIGN PRESSURE CHARTS AND GLAZING DETAILS RAYYN BY: OATS: EMK 04/22/15 WGY: REV.. CWS-1059 - cAle. SHEET 1:1 2 OF 6 IMERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. 1 1 3 11 6 3 2 1 3 11 1 OCALA, FLORIDA 34474 WWW.CWS.GC 620 PVC 0 HORIZ. SLIDER NON -IMPACT o u oe 14 o — _ L'7 0 as � o w oe� 19 24 ae 30 30 o m _ 3 3 o 0 4 9 19 31 5 6 34 3 6 6 1 ZO W 4 D D SECTION VIEW B-B r a U U! W O p 3 9 Z ; P"PNOREIy �.. INTERIOR a 9 � CEN G '�P' _w' No 58201 •:f- R� f 33 0 �9; STATE OF :•1U: 4 ,,�SSq�NA1inN�, 1 a9 SECTION VIEW C-C 4/27/2015 LUCAS MTG RAIL REINFORCEMENTBOVE REQUIRED A. TURNER, P.E. O ON UNIT HEIGHTS ABOVE 63' FL # JA RA58201 AVE.12TH JABARA t NORTH PORT, FL L 342 p P 74268 PH. 941-380-1574 SHEET OESCNIVTION: O I SECTION VIEWS SECTION VIEW A -A __ Drmww Y' DATET ALTERNATE FIN FRAME EMK 04/22/15 FEVa DWGO' ITEMS NOT SHOWN FOR CLARITY: CWS-1059 - 7-8, 10, 12, 15-16 & 21 3CALE SHEET 12 3OF6 4 41/6'-j � I O 4 5 II18" 1I6' t 1y16' GURNEfl WELD p � 1/16' ALL S6DE9 i PVC MAIN FRAME -H-6127 PVC TOP/BTM RAIL - H-6140 .0.50P PN PH TEK #2 POINT ZP STEEL FASTENAL ER ASSY AMESBURY _I BUMPER RUBBER MWORRUBBER 7116' H 5lts' ICK NYLON I tn6 � llt6' 1/16" °., SIDE RAIL ALUM ASCEND i ,5n6" 1 ,S1, 6" 1 y1b' 16t1 3�. '., CK ADAPTOR RAIL, WT. PANEL ALUM ASCEND D 3 11_ (LOCK ADAPTOR ALUM ASCEND ER TRACK ALUM ASCEND _IFT FILLER ALUM ASCEND PVC INTERLOCK FAIL -H-6135 PVC DRAW RAIL -6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD -S-6141 34 GLASS SEE SHEET „Itl� 1A6• I 35 DOWSEE CORNING 1199 SILICONEri 36 PURFECT GLAZE -Fr, SKAFLEX552 SILICONE HENKEL/SIKA 37 S-2011 REWF., EXTERNAL ALUM ASCEND 1 yt6- 31 1 vts• 3 38 P-3515 #8 z 5/8" PH FLAT WHITE SMS STEEL FASTENAL Ilt6' 39 P-5400 COVER, EXM. REINF. PVC TEAM PLASTICS LINE ITEMS NOT USE D: ALUM REINF. - S-2043 ALUM REINF. - S-2044 21-22, 25 —y8' 19/16' 930 y� ]/8° 1116' t� ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 620 PVC HORIZ. SLIDER NON -IMPACT Yt6•y J4P ::y�GE NSF•:P,`•gi TIT.I -hI �.zi•: • No 58201 :1D L Z .093' tnfi• :Qt° STATE OF :Wk/` ALUM REINF. - 5-2005 �i�F OR IOP,.°�=,C ALUM REINF. - S-2004 '",,,'ONA;Eap�, 4/2712015. 1• tns• LUCASA.TURNER, P.E. L FL PE It55201 PVC COVER - P-5400 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EMK 04/22/15 NGtl: REV.: CWS-1059 'ALE SHEET 12 40F6 FO NN FOR UI 6' MAX 6' MAX B' MAX D.C..) P UYP.)) —1--y 4'MAX.YP.) 1 4' MAX. (TYP.) I' MAX O.C. (TYP.) -� I--3°THgU FRAME ANCHOR X � X a ANCHOR LAYOUT - (FIN) NOTE THIRD FRAME ANCHORS @ MID RAIL WINDOW SYSTEMS kL!' 190D 5W 44TH AVE. OCAV , FLORIDA 34474 WWW.CWS.CC 620 PVC —SEE NOTE HORIZ. SLIDER -INSTALLATION NON -IMPACT ANCHOR(TYPJ No 58201 1 P NOTES: '9t, 6TATE OF :'N�e 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. FS <,OT.��P 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE I/4°. USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT LOAD BEARING SHIMS SHALL BE '�FrSry NA'ENaaa CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9:z 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 # 582011239 JABARA AVE. S. 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 I, SHEET 6. PH. 941-380-1574 SHEET DESCHIPDOM. 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 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. oanwn er: oarE:— B. 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. owco: REVT-- 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW S-1OS9 - FMA/AAMA100(FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOXWINDOWS), FMNAAMAANDMA 300(EXTERIOR DOORS) SCALE: SHEET 120 5OF6 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETERSEAfANT- BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE MAX. SHIM 1/4' MAX. SHIM —�I—MIN. EDGE DIST. EE 1 ABLE 1 q VERTICAL BECTION 6 TYPICAL SILLANCHORAGE MIN. EMBEDMENT SEE TABLE SUBSTRATE BY OTHERS 1/4'MAK SHN SEE TABLEI MN. EDGE DIS f. —�—y SUBSTRATE SEE TABLE I I OTHERS De�� 1/4' MAX. SHIM �— I SEE TABLE ABLE 1 MIN. EDGE DIRT. � INSTALLAT ION ANCHOR SEE TABLE I INSIDE EA AND ETER LANT INSIDE AND OUT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE (ABLE 1 HORIZONTALSECTION �C1 HORIZONTAL SECTION 6 TYPICALJAMB ANCHORAGE �J TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DIET. A/6) REDID AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" TTW TAPCON 1' 1411T" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16' NW TAPCON 1" 2' FLANGE CONCRETE (2.85 KSI MNJ 3/16' ELCO ULTRACON 1' 1' FLANGE HOLLOW or GROUT -FILLED CMU (ASTM C-90) WIT ELCO ULTRACON 1-1/4' 2-112' FLANGE 2X MIN. SOUTHERN PINE (0=0.55) SIT 11W TAPCON OR ELCO ULTRACON 1-38' 7/8' FLANGE 2X MIN. SOUTHERN PINE (0=0.55) #10 WOOD SCREW 1-&8' 718" FLANGE 16 GAUGE (0.060") MIN, STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR OW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16" F E 1/9' ALUM. (6063-TS MN.) OR 1/8'STEEL(33KSIMN.1 #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 FIN 2X MIN. SOUTHERN PINE (G=D.55) #10 WOOD SCREW 1-i/2' 1/2' D� HORIZONTAL SECTION 6 BOX FRAME INSTALLATION — SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT No 5B201 STATE OF y'Z 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 /239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 INSTALLATION DETAILS PA WN tlY: pPiE: EMK 04/22/15 ND J: PEV.: CWS-1059 - 'A`E� SHEET 12 SOPS