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Home My WebLink AboutPRODUCT APPROVALr s. Professionat-Regulation ' " `� ';oalRxoVE ,Aepus:iaeR oerR otvlsi6x>, CgnACi oovrt e7 �^ product Approval USER: Public Uur @Ddua Aoomval Menu > Pruci or Application Sea¢b > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email � �`T2i-lcrTu�2RL.- F 823-RB ST. LUCIE COUNTY BUILDING DIVISIO 2017 REVIEWED FOR COMPLIAN Approved REVIEW 3Y DATE PLANS AND PERMIT MUST B (EPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc ,jI;ANNED BY :3f. Lucie Countit Quality Assurance Representative Arturo Monteverde Address/Phone/Email Ocala SW 44th Ave 3 Ocala, FL 34474 THESE PLANS AND ALL PROPOSED WORK (352) 36B-6922 Ext 221 ARE SUBJECT TO ANY CORRECTIONS amonteverde@cws.ce REQUIRED BY FIELD INSPECTORS THAT WI H ALL APPLOICABLRE Category indows COMPLYCODES. 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 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. Urich, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R8 COI EvalReoort155D ndf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 CONCEALED FASTENERSOR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Equivalence of Product Standards CONTRACTOR OR RECORD Certified By FILE COPY , T A 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 i I Summary of Protlucts I I I C FL # !'� / �' . Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use - Installation Instructions 'Approved for Use in HVHZ: Yes F15823 RB II CWS-155D.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation things. for Max. size and FL5823 R8 AE EvalReoort155D Ddf OF. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes 30 ft. in HVHZ. Glass complies to ASTM E3300-04. 5823.2 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions -Approved for use in HVHZ: Yes FL5823 R8 It CWS-440C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalReoort440C.odf must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. 5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 72". Limits, of Use .: I_ Installation Instructions .'Approved for, use in HVHZ: Yes FL5823 R8 II CWS-491C.odf ApproveA'foruseloutside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact`Resistant: Y&S Created by Independent Third Party: Yes 'Design--Pressure:-67.5 Evaluation Reports Other:, large�]issile;, Dp = +/- 67.5 psf, Max. size 74-1/8" x FL5823 RB AE EvdlReoort491C.odf 72".'Otiter Iitte in I`.G: must be safety glazed when used above Created by Independent Third Party: Yes 30 It. in HVHZ. Glass complies to ASTM E1300-04. SH-8100 Vinyl Single Hung Oriel SH-B300 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 RB II CWS-295E.PDF Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823 R8 AE Evalikeoort295E.Ddf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party: Yes used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Back Next Conrad Ds :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EM employer. Cowrioht 2007-2013 State of Flonda :: Privaa Statement :: AmessiblON Statement :: Refund Statement Under Florida law, email addresses are public reconds. If you do not want your e-mail address released in response to a public -records requa A, do not send electronic mail m this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85D.487.I395. *Pursuant to Section 455.275 (1), Florida Statutes, effeNve comber 1, 2012, licensees licensed under chapter 455, F.S. must provide Me Department with an email address if MW have one. The emails provided may he used for official communication with the licensee. However email addresses am public record If you do not wish in supply a personal address. please provide the Department with an email address which can be made ayallade to the public. TO determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: gal ess,ei a SINGLE HUNG ORIEL - LARGE MISSILE IMPACT 53114' MAX OVERALL FIANGE WIDTH 52- MAX. UNIT WIDTH 4713116- GLASS DLO A I I I I I B B I � I O MAX. UNIT HEIGHT I I I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & S.O.M........................4 ANCHOR SCHEDULE & NOTES ......... 5 INSTALLATION DETAILS....................6 26 71W GLASS C —,,—JA' 95114" GLASS DLO 48911W MAX SASH WIDTH GENERAL NOTES: //Q_ _ _A _ /�/J/ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ju TO COMPLY WITH THEE BUILDING CODE CURRENT WINDOWWI()5//l•(YCWISYYST/l EMS I�L/�J/��j EDITION INCLUDING T HIGH ANE ZONE 1900 ONE4 MISSILE LEVETY L IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED D IMPACT AS DEWED OCALA, FLORIDA A 34474 IN ASTM E 1998 PER THE FBC. W W W.CW6.CC WWW. wS.Cc 2. GLAZING OPTIONS: (SEE SHEET 2) PVCoNs: 3. CONFIGURATIONS: ^o/x°. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04601M9. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER z 0 INFILTRATION TEST PRESSURE AND GLASS TABLES G In wF ASTM E-1300-04601/09. W ow Z 5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED w0,0 o O o 01 F C z W 3 > Og m THIS PRODUCT. SEE SHEET 0 FOR ANCHOR THE DESIGNTAILS. O O F-O G ° W O o DEIN W NDOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O Owwiar�a ANCHOR CALCULATIONS. o Z-ozz'D' a F z U zO 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS W E ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED a , Ow5mz PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. ¢ y o w m w 7. ALL VENTS FULLY IL a2pN FRAMES AND WELDED. SMALL JOINT SEAM SEALANT 0 wrIL M USED AT FIXED MEETING RAILANDJAMB. a r W3a 8. SERIES /MODEL DESIGNATION SH41100. 544PNOREWITG 9.THEDESIGNA7IONXANDO STAND FOR THE FOLLOWING: Q6; •`OE... ,P X= OPERABLE SASH, O=FIXED SASH ��J4 ,'4 F •,'Gy 58201 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR w e LOCATION. - mz 9 : STATE OF &U 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 'n�'•_ : DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 52" x 96" 1 +/- 70 PSF LARGE MISSILE IMPACT Lucas ... Turner 2017-09-25 15:08+20:00 X;f- 9125/2017 LUCAS A. TURNER, P.E. FLPE#68201 -- - 1239JABARAAVE - NORTH PORT, FL 34; PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 09/12JOB VG F. REV.. CWS-295 E SHEET 1:20 1 OF6 1900 SW 44TH AVE. OCALA, FLORIDA 34474 V WW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 ¢ZS. Z WJo awp z � w Za 3 Y =- WOO 719" OVERALL 716" OVERALL O U Op U w F IL F w p NZ Z W 3116" ANNEALED OR TEMPERED 119" ANNEALED OR TEMPERED Z Q O O U yj S U F�LLi00SLL0 1/4' AIRSPACE 7116 AIRSPACE O r H F O Z Z 7/16° LAMINATED WIV LAMINATED p p Imo- D 0 E 3116" ANNEALED US" ANNEALED ZVIWO WOW p WI=-O R2�> .090'SENTRY GLASS IONOPIASTIMERLIYER .090' DUPONT PVB INTERLAYER R H R W�ww a 3116' ANNEALED 1/6' ANNEALED 7ja4�� OUANEX DURASEAL GUANEX DUFiASEAL IG SPACER IG SPACER : �0.��",1.tORE W PSG ENS'TGqq� SIIIAFLEX 552 OR PURFECTGLa2E'11" p• SIXAFLEX 552 OR 4 PURFECTGVSE"H" �.1. No 58201 1/Z GLOSS SITE ) 1/2"GLOSS SITE zz SASH LITE 9/25/2017 FIXED LITE LUCAS A. TURNER. P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS ADE 09/12/08 DWD4 REV. SETTING BLOCKS PER F13C 2411.3.3.1 CWS-295 E scaLE: SHEET 1:1 2QF6 oweb II INTERIOR WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 . 4 33 53 1 13 3 4 4 WYVW.CWS.CC 8100 PVC 6 ® SINGLE HUNG IMPACT o *E4aZ3(� 4 e WWZZZ0 3 15 5 1 6 B66J 18 4 Z Z2EQ �2 �20� SECTION B-B O O OFOV y znr.nn 54 Z Ozow OON NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. > F - O0 p " ��pF omo, 14 40 a 00¢tgO ZNwn 0-+w1- 1 J9 2~R W3w>1 6 G 9 INTERIOR .`4p5�10ENgFT w' 'mA= 8 No 58201 Q: STATE OF ;�W 53 16 0 6 66 6 x2 34 9/25/2017 LUCAS A. TURNER, P.E. O - 6 2 FL 01 0 JABARA 1239 AVE 3 PORT, P NORTH PORT, 34i1 PH. 941-380-1-1574 4 � SHEET DESCRIRTIDN' SECTION A -A SECTION C-C SECTION VIEWS ALTERNATE IMPACT HOOK PRAWN 6Y CATEt ADE 09/12/08 DWG• REV. NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-295 E 20,26-26,31,36-37,44,51-52,55-56,64,67-68 SCALE, SHEET 12 3OF6 PA PVC FRAME FLANGE H-6031 11/6 —�- y Nth• �L 19 1116• PVC SCREEN SUPPORT S-6014 516"- L 1/1fi° REINF. SASH MTG. RAIL H-1497 Q f0 NL 111fi° PVC SASH.BTM. RAIL H-6051 , N16' 1 NB" �q L 1116^ PVC SASH SIDE RAIL H-6004 112°� 1 PVC SCREEN CATCH 5-6013 N4" N,6°l 13 r ,„6• REINF. SBR/SSR S-1498 0 N16• O 2 N16° B ,SB• DIV PVC SASH MTG. RAIL H-6027 314" a__�4 1N,fi"1/16° REINF. SBR H-1699 13 B" JOTD PVC SASH STOP S-6029 1/4° rr 14 A, 1— 16 PVC GLAZING BEAD S-6064 FRAME CORNER CONSTRUCTION CORNER WELD (ALLSIOES) 1:8 Lo FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:6 3 118• tl' S 7/B• /8" HD MTG RAIL H-1681 II'� 2311 314' r 31 15116. L1/tfi° PVC MTG RAIL COVER S-6077 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT z 3 az3` woo ¢FwF Oo<. ZOZ RFZF _ a 01 �0' $m �W �3 Spa R'Wp0 Ow�ZdHwa OZrJwzoOU HQu.OWO OZ I,,� m 0 Z N OOYNOWNW ZNTO O Nr 24 xo�Y2 Z~Of WmW1�/1 No 58201 STATE OF zz 9/25/2017 LUCAS A. TURNER. P.E. FL PE # 50201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 x 16 Fiberglass Betterwe Fiberglass 1 5It6" 1n' Vinyl -rr�, Alum 7/9' JU SS ! 11,fi° Nylon SCREW SUPPORT Steel IMPACT HOOK P-3113 Zinc S-1577 Zinc LINE ITEMS NOT USED: Steel7ll21-22294,-43.49-50,55,57-61,69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET DESCRIPTION: BOM AND EXTRUSIONS 55 Dia., Blk. DapaSummit Summit S FI. Screen r PVC T. Plastics DRAWN ar AIDE ogre: 09/12/05 xk Sullium !ad, TEK Fastenal DWOa CWS-295 REV.: E Sullivan Fastenal Soq lf— 1:2 SHEET 40R6 6" MAX. 5" MAX 12" MA (TY ANCHOR A RAILCENT (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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 BE PROTECTED TO PREVENT REACTION. 6. 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 SPECIFIED IN TABLE I, SHEETS. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, 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 REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAANOMA 250(BOXWINDOWS),FM1A/AAMAANDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 WWWOWS.CC 8100 PVC SINGLE HUNG IMPACT 3 3 <ZFj w ZOZ KFzr 0 <N3>o 3m lw Ei 0 o�o�awp0 U UN�ZaFha N > Q}OW�FO SSZ.. H 00X>J>OZ- R ZN UfNO�vlH a 0 1.0 cL No 58201 STATE OF r� 9/25/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 342+. PH. 941-380-1574 SCHEDULEAND NOTES AIDE 09112/08 GH REV.. C'All-295 E ALE'. SHEET 1:25 50F6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 SHIM BE4LANTBEI L114"MAX. FIANCE BY INSTALLER p V '4T �� MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER MIN. EMBEDN BYINSTALLER ury r //A ///I SEE TABLE 1 SUBSTRATE BY SEE TABLE 1 VERTICALSECTION B TYPICAL3ILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS RA P ,,,F, ANCHOR TYP_ IWEMI8EB EDIST. MT OETE 12.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-118" HOLL R F CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-114" 2-1/2" 2X MIN,SOUTHERN PINE(G=0.55) 3116"ITW TAPCON OR ELCO ULTRACON 1-3I8" 7/B" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3I8" 718' 16 GAUGE(0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD, TIRO 0.050" 7/i6" 1/8" ALUM. (6053-T5 MIN.) OR 1/8" STEEL(33 KSI MIN.) #10 GRADE 5 SELF -TAPPING I DRILLING SCREW I FULL THREAD THRU0.125" 7/i 6" MIN. EMBEDMENT SEE TABLE 1 1W MAX.SHIM— PERIMETER SEALANT BYINSTALUER INSIDEANDOUT SEALANT BEHIND _ FLANGE BY INSTALLER %B1 HORIZONTAL SECTION 8 TYPICALJAMBANCHORAGE C) HORIZONTAL SECTION 6 BO%FRAMEINSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO AND INCLUDING A BOX -FRAME APPLICATION 15 ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE 15 IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 <z3 z w'O <WZW' o zwzroL3_13C_t= z zTm QKW020 O OHod<", ❑ 'oD ZF❑y Oi > 200U,U Q<LL01D Oz WI= w EQ W 0❑K ❑OWNW K ZyW O-IWt- R n r a ¢ 0 No 58201 STATE OF 4 v zz 9/25/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34280 PH. 941-380-1574 1EET DESCRIPTION'. INSTALLATION DETAILS iAWNBY: DATE'. ADE 09/12/0 B NG p. REV.. CWS-295 E ALE: SHEET 1:2 6 OF 6