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Florida Noma Im C M111em Associates �qt 8 Miami CadeBroward Tat: Tst:964192.4415 Tot:3CS-S454{M Uisanaa Na.CRC 961590!QBM8IsA9 F Npllftt`�ilylfbY�!}tiM1Z faa eSM1@2,21711 4070 9W 30M Ave.,Hollyt�wood,FL 33311 YVab.FHAPRt1t3tICTS,66M "; $ '1 3 Emallt NFO§Fl�/tARODUO4.COM Jab# ReptaceMenttWWIndows Con7"Met Name l}Aa .� d'M+..� tTGW {Y� Hein"a i+hone: Q V Bus.Phone: Address arty State Zip This Contract is made and entered into this day of 20'.3by and between ROMA Hame•tmprpvement Associates,Inc, a Florida corporation(`Contractor"or"FHA"),and'owner(s)named above of the residence located at the address listed above("Owner'). 1he Work.Contractor agrees to perform the work described below: 9yecdciu'are dewrd hwn ft insya 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) on s9dint ihp doors Active an0 Fuad Z) Prepare Storm Savor_Simonton Vinyl insulated pa' openings as/peed ssary to receive replacement units. Portals ..ah;V*ftd5 d- an catmints 3) WINDQWS:rFHAF.neryy a+ed sin ,Ftoneh des the Maio is {^�� /� IdantlMd,Mot Marie,and Left I&W- Install—Aluminum Insulated �"Afuminum Non-Insulated f J v Q (A On Doubte4ugh Doors v':Man arstua dooris Iderttlfled 4) Doors:,FHA Energy Storm Savor Aluminumtnsuated, _ AluminumNaNrsutated Y Impact.(,4 ) Nan r7jx ( j OAF.whit Tal: tfrnnxa:' M91 Fbdstt: QAi11C1tfIGII ., $ :. Pkture.6Wndow 't�6t Yes( )Na( ) Standard_..._ Qty_.,. Qty-M Qty— FFA[TFl aLijs Sfidlna lasrpoor Srr:ok£et2rhDoI0a ftpj� o AA AF FA FAAV AAF FAA - aH{ }' Qty_ 6"1 .(xr'�,txv nev cm vnr ..._ fzlr_. __ QIv Cs}a56: • 00M► )'YTs�1:-::'Z1 v.vrtQ Y I..'i INIiIAL HERE^i _ iNarrantyi ivlanutacture�swarrarrtyisnuponconrYxettdolr :: " 5) Work NOT to be rep#asedOPNJ 5) 'Ifappltcabte rcrfavtng�s(Luttorpanels andiora /tr4esurtYttara = lNrflAlF1 RFS i 7) specialinstructioris 8} Cleanup job debris and prpvitle turoe;s2ry pertnitS and itrd/rance ` 9) If applkabk,intheeyentthatiControKorlsunab)eforwhabeYer.is9gtoobiatnpropeCperrMtsprfortasommeilsementcfOnywprQ Cont(attprShaiftefi:n�dflYPrNiauFfyfnRntpndylis�rarssaCtic7rafsa96eptatt:ad�9y:einceifedf "a (Ha'Bnlsh work otherthiAn noimai lrisiaiiatioa(sato badone uh(ess noted bs(o�v) '� : /1 Adliti nil Wolk Schedu)e Cantractorshal}commence qy!r wfth(n afterexesutlnnoftheCor:tract(tlre mecrcoatd`}FndsliatltndeaVDrto cohipto ti CotKraSl+rloe. The TOTAL PRICE for a t(tabwandmaterials(indudinganyaPPtic4bfedtstount)is sa)esTa«t DownPeyment {ffappttcablej 3:<i 'wianas Payable S'k ori total tbrttract Price,,,$ {+ CaritractarwiilpravldetoQwneraffnalWalverarldileieaseo#LtenindCanbrasiatsFi'- ! toQfvnerespbstan 'IyslmRarlo.thefopns included in cnaatnr 113:Rodd tatues 12005) atria one` acts to o theobaNeattttai'lumpsum t fs set r rrt AAN.forJtnpnclnFof Jfl?a mrd; flAt++x�OaB t'et<r??.... andr dpWrnerr tdatiaMthellrnr►titllattid�IcbeFtja�#ardbtrOprnir' �. r _ a}:Cg rmtsipr tlib Pomp Jmprovc�jt�naxt MertidTi+i ilnendn:`da+�tau)k��laik. b)Vouarsantitt dtgaoop(rofNncSntrsulKthathxlyaEtsfln llatpitWP+otacyoaz-W, 114hts, c}:TM Rsw+drtdoasarits admdrkNmea kaprovementoontrsstmapmntadtamo:l aprptherwi 6tiwcap�R4n oeyourproplrctythatmWit btifo+¢slaNd .. ontttwudoBiotWyeesureYOvuMerstindspproWcTon�otiirtt indAnendaldopnnwmbrtaerrouatea :, Mtscet#aneous..This wntrsct comatns tha entire cdntratt otthe partial 3t tttay npt!ie changeB orally but`onty ,:a:t9ned dwriYe oadprsor;cdrer., written amendment The'viph+er by:anj/paAyaf p tireach of any:provision of this:carrtiast slutl not:operate or,be.construed a's's Walder at.arty subsepuent breach by any party IN WITNESS WHEItEoFj the Partles hereto have exesu{edtto contra .under seal,as of the day acid year first above written. _.._... Yat Aha 8isysr sstntr optical this tranaacdan at any ttna piriot to f}t)dfUpt�nn tha uttrd tws(Its>ts'day elle the date of this fxstin>IuipUor► _ 86+'thsttttechsdfiatisxa sinailttsRatrtentisaeasMtMsYp1aR. _.__._., Ow 1r. tont:rattar.,EHA {.�' .mkt. , .. _z 6 b, ` -..- ( �t.ar ) .rte' i ,.Ante __..._.r_._. .._._ . . _ HarneOwnersAssociation . Name phone# As 9/3/2016 Florida Building Code Online _ llf. BGS Home I Log In User Registration I Hot Topic Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links Search Florida 1�, r44 q"�'._1 Product Approval USER:Public User daeRae�>cs � P.tax«atitrnf-a(n Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5823-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Custom Window Syste Is Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc I Authorized Signature Stephen Brooks sbrooks@cws.cc 1 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 ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 ; (352) 368-6922 Ext 291 jlathrop@cws.cc I ` Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 t- Hardcopy Received Rd Validation Checklist� I Certificate of Independence FL5823 R7 COI EvalRep CWS-155C(SH-8100. Imoact).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/2031 1994 https://www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgvMdF6zR4iHLrS!EW2m3mv6quhOZVN9J%lbwp/o3d 1/3 9/3/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 I Summary of Products I FL# Model,Number or Name Descriptionl 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 iII CWS-155C(SH-8100, Imoact).Pdf 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 dwgs. for Max. size FL5823 R7 !AE DuPont PVB NOA 13-0129 27.Ddf and DP. Outer lite in I.G. must be safety glazed when used FL5823 R7 !AE EvalReo CWS-155C(SH-8100, Imoact).Ddf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 IAE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by(Independent Third Party:.Yes i 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 R7 III CWS-440B (SH-8100, IMP, 74x63, Approved for use outside HVHZ:Yes CONTHDSL)!Ddf Impact Resistant:Yes Verified By. Lucas k Turner 58201 Design Pressure: N/A Created bylindependent Third Party: Yes Other: Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. Evaluation Reports' must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7IAE DuPont PVB NOA 13-0129 27.1)df complies to ASTM E1300-04. FL5823 R71AE EvalReo CWS-440B (SH-8100, IMP, 74x63, CONTHDSL).Ddf FL5823 R71 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created byl Independent Third Party: Yes 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double SIngle Hung), Impact, 74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R71 II CWS-4918 (SH-8100, IMP, 74x72. Approved for use outside HVHZ:Yes CONTHDSL).Ddf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, DP = +/-67.5 psf, Max. size 74-1/8"x Evaluation!Reports 72". Outer lite in I.G. must be safety glazed when used above FL5823 R71 AE DuPont PVB NOA 13-0129 27,)d 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalReD CWS-491B (SH-8100, IMP, 74x72, CONTHDSL).Ddf FL5823 R7i AE Ouahex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes i 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 II CWS-295D (SH-8100. IMP. 52x96).Ddf 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 Evaluatiod Reports Other: Large Missile, 52"x 96"w/ 5 HI sash, +/- 70 psf. FL5823 RZ AE EvalPeD CWS-295D (SH-8100, IMP, FLANGE ONLY. Outer lite in I.G. must be safety glazed when 52x96).adf used above 30 ft, in HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.Ddf 04. FL5823 0 AE Kurarav SGP NOA 14-0916 11.Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quh,OZVN9J4/o2bw%3d 213 I , 9/3/2016 Florida Building Code Online Contact Us::2601 Blair Stone Road,Tallahassee FL 32399Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement:6 Accessibility Statement:: Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 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: WN MR IMMI Credit Card Safe I i I I I , I I � J I I I „ i I , I i https://www.floridabuilding.org/pr/pr_app_df.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw%3d 3/3 URNER � 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380'-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 155C April 18, 2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 53 1/8"x 76"unit size at up to+/-67.5 PSF, 36"'.x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass:consisting of.1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(l/8Ann-.090PVB=1/8Ann)inboard lite I Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL,34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval.Rule Chapter 61G20-3.005 (4). This product complies,with the requirements of the 5d'Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-155C, signed and sealed by Lucas A.Turner,P.E. 3) Test.Report NCTL-210-3668-1, -IA, -2,-2A,3669-1,-IA,-2,and-2A,;by National.Certified Testing Laboratories,Orlando,FL,,signed.and sealed by Gerard IJ.Ferrara,with testing performed: TAS 201,202,.203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS4 55C. Limitations of Use: This product: • May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as shown in CWS-155C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated('1/8Ann-.090PVB-1/8Ann)'inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-01D29.271 t i • Requires Quanex(Mikron)white rigid PVC-framing per Miami!Dade N.O.A. 12=1017.02 t I have evaluated the interlayer and framing materials in these Dupont and',Quanex NOAs and find that they comply with the requirements of the 5t'Ed. (2014)Florida!Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom.Window Systems or in any company manufacturing or distributing'products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �%%0 fi117RE��i���rr ' i V •� 1ti•r�A_j�' No 5$2117 •. Z r 4/18/2015 :• STA-fF • Lucas A. Turner,P.E. r.•a •4 FL PE#58201 ♦�,. •• 441 fid II�;\ Lucas A. ,�`,,`� 0�A'" + 2015-04-18 Turner fflfl7� r nor 10 nA.nn GENERAL NOTES: SINGLE HUN�N �FENI!�MION'SLE IMPACT 010990m S 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTFMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBG. WWW.CWS.CC 543/LANG8" 2.GLAZING OPTIONS:(SEE SHEET 2) $�oo PVC OVERALL FE WIDTH 531/8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X. SINGLE HUNG 4815/16" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO -NEGATIVE.DESIGN.LOADS BASED ON,TESTED_PRESSURE AND fl6' GLASS TABLES ASTM E-1300-04. _`_ - MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _n o 3113/16" INFILTRATION TEST PRESSURE AND GLASS TABLES c� T m h Ill ASTM E-1 300.04. 0 0 0 1- 771/4" - GLASS DLO-- - _ - MAX I 1 or oO OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORw p j HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w I- a m -- - - ---- — _ANCHOR CALCULATIONS. t0 -- GLASS 631/4" ---- -.1-_- ------- ----- GLASS I 1 I --- -- --- m m C- Z-- OVERALL 76" 1 I DLO FLANGE 1 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY a o 2 (q MAX, I 1 HEIGHT O LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING'NORMAL N N LL Z > UNIT GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TOLU HEIGHT 62" B B w w w O C- MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a a a n UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w m EL LU B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. 37 5/16" I I 6 I B.SERIES/MODEL DESIGNATION SH-8100. > MAX. C 34' SASH I �/ I 6 GLOSS 30 5/1� 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: U m a Z HEIGHT x p SASH X=OPERABLE SASH,O=FIXED SASH 6 HEIGHT x GLASS �,07:� DREVt, "I I 1 I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���5 P••....... I I I LOCATION. �% P4 �OErys'• Q �. 1 I 1 �.v; � F'•..2 �. 4 C 111.EXTERNAL W EEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. No 58201 :�� C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". 6 91.` STAT z O, 46 � 'c4OR1OPN GLASS Ql DLO GLASS DLO "491ONAniff �491,,,6 31 5vs" Lucas A.Turner E MAX SASH WIDTH MAX SASH WIDTH 2015-04-09 12:43-04:00 419/201.9 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76" ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF > DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 - HZ + - CWS 155 C ANCHOR SCHEDULE&NOTES..........6 36 X 62 SCALE: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 086199m 1/8'ANNEALED 1/8'ANNEALED WINDOW SYSTFMs 1900 SW 44TH AVE. _ 7/16"AIRSPACE 7116"AIRSPACE OCALA,FLORIDA 34474 5116'LAMINATED GLASS 5/16'LAMINATED GLASS www.cws.cc 1/8'ANNEALED 1/8"ANNEALED 8100 PUC .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8'ANNEALED - 1/8"ANNEALED IMPACT DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 in r mo 12 1/2"GLASS BITE 1/2'.GLASS BITE - - - - - - - - - -c. o (3 - (38Lu W H ¢ m CD m Lu LL LL 0 4 O V o U (A N N m Z Ir cc 0 W W W w cc a a a a 0 w w m w w w m U COcl GLASS TYPE A G SAS HTLITE YPE A a o FIXED LITE " U m ¢ O Z 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS �.%,%-PNORE�ti;,TL�.,� 1/8"TEMPERED 1/8"TEMPERED y'•GElV `�JVP;•-� .3 7/16"AIRSPACE 7/16"AIRSPACE Z..• No 58201 ":-A 5/16"LAMINATED GLASS 5116"LAMINATED GLASS ANNEALED 1/8"ANNEALED ' : STATE OF 1 qtr` ;i0'O"' .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT �,i�S ...........�' C?�P� 1/8"ANNEALED 1/8"ANNEALED ����iS�ONA11E�i•`,� DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL X 18 PURFECT GLAZE'H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 112'GLASS BITE 1/2'GLASS BITE FL PE#58201 1239 A AVE. 38 j NORTH ORT FL 3 288 PH.941-380-1574 SHEET DESCRIPTION: 4 0 GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG#: REV.: GLASS TYPE B CWS-155 C GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1 1 2 OF 6 INTERIOR ����®�•� WINDOW SYSTEMS 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 41 41 L 11 8100 PVC ' o SINGLE HUNG IMPACT a N r W 12 2 r o w o - - - 0 o a 20 12 20 26- =_ - - -- - --- - - - o o O' SECTION VIEW B-B w p j wF- ¢ m -- - —--- -- -- —— -- ---NOTE:-LEFT--SIDE-SHOWS-FIXED-SECTION VIEW,- - __ _ _ c/) RIGHT SIDE SHOWS SASH SECTION VIEW. LL m w CC 30 a 0 T N N LL Z > Lu 12 w w W O Q 38 a a (L )-- a 0 0 a 31 29 I-- H wt- U 5 o 0 o W INTERIOR > > > o a .. 322 U m ¢ Z 4e ,9 �y�PNDREW'"A No 58201 .P *; * ,% 8 13 :9 . .STATE OF :4U %O . 14 9 ,'�sS��NA����a���• 2��9� 47 Il Q 419/2015 LUCAS A.TURNER,P.E. 40 18 FL PE#58201 1239 JABARA AVE. 2 NORTH O 2 RT,FL 3 88 Io PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SWEEP LOCK REQUIRED SECTION VIEWS ALTERNATE FIN FRAME FOR SIZES OVER 36"x 62". NO SWEEP LOCKS ALLOWED DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SCALE: SHEET 12 3OF6 PARTS LIST FRAME CORNER ITEM PART It DESCRIPTION MATERIAL VENDOR31/8' IL(`f`� CONSTRUCTIONvv . aawom' 1 H-6031 Frame Head,Flg,Single Hung PVC MIKRON 2 H-6031 Frame Sill,Flg,Single Hung PVC MIKRON 1900 SW SYSTEMSVE. 1 15116' _ 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 1 2 3116" OCA A, 44TH AVE. 2 � OCALA,FLORIDA 34474 4 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK s WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON rF 3 8 6 H-6027 Sash Top Rail PVC MIKRON 211/16" 1 518" q 1 518" 7 H-1497 Reinforcement for STR ALUMINUM KEYMARK 1116" 1/16" 8100 PVC O 1/16' CORNER WELD 8 H-6028 Sash Bottom Rail PVC MIKRON 1 (ALL SIDES) SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8 10 H-6004 Sash Side Rail PVC MIKRON IMPACT 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 12 S-6064 Glazing Bead PVC MIKRON u> Co _ 13_ P3118 Keeper;Sweep Lock ZINC SULLIVAN a Q ui 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL - _ _ �� 0 0 o I- 15 P-4632 ISweep Lock ZINC SULLIVAN 31/8" -i o � o ❑ 16 P-4633 Barrel Fastener STEEL FASTENAL q 1 1/2" M 1 3/16" Lu w •• 17 Block&Tackle Balance STEEL CALDWELL w IW- ¢ m - Pudect Glaze"H"or Sikatlex 552 SILICONE HENKELISIKA - -- - - - ---- — — --- - --- FIXED.MEETING RAIL--- 18 vl_ 19 Sash SEE SHEET2 GLASS CARDINAL 10 4 SCREWED OUT RFRAME WITH LL 'm w O 20 Fixed SEE SHEET2 GLASS CARDINAL 1/16' 1;g, a o o 3 9116" 1 SIB' 2 1/8" 1/16" 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB p N N m z > LU 22 P-4638 48 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL I q 1/16" w w w 0 cc 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL o 0 o a LL4 24 Flat Washer STEEL FASTENAL �1• w w r U 25 S-6014 Screen Catch PVC MIKRON t PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 0 0 o m 26 S-6013 Screen Support PVC MIKRON > > > o 27 P-4051 48 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME FIN-6048 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTEL U m a OZ NA 29 P-3783 Impact,Lock STEEL INTERLOCK 00111111111" RE 30 P-4069 Impact,Keeper STEEL INTERLOCK 1 5116'-{ 9/16" J�% P4.......� 31 P-4264 #8 x.314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 1/2, 1 11g 5/16^ 1 1/g 41�`Vp`;•v�CENS� 32 P-3218 Screen Frame ALUMINUM ALLMETAL q 1 5 :J;' 33 P-3321 Screen Comer Key PLASTIC M&M 7/8" 6 1 5/16• :�: No 58201 :A 34 P-3228 Screen Spline RUBBER DAPA 1 1 II 045' T- 35 P-3581 Screen Cloth VINYL WIER 1/16" _ �' 36 P3033 Screen Spring STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 " , STATE OF .441 Z P 9 PVC SASH STOP-6025 �� •,•,p •�� 37 P-3029 Screen Pull Tab STEEL HURLEY1 O v, 38 P-3352 Set.Blk. " / 39 P3768 48 x 5/8 PhiPanZinc 2" RUBBER F ZINC ASTENANK VLE ��4/S/�NA;►+ �,`` 40 P-4479 Weepcover PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 3/q" �8' 314" 42 P-6025 Sash Stop PVC MIKRON 3/16'L 9 7 1 419/201, 43 P-3059 Sash Cam PLASTIC M&M 11 15/16• I J 1. 7/g• 1 LUCAS A.TURNER,P.E. lr 1ns' 44 P3295 Take Out Clip STEEL SUMMIT L-1/16 j_ V16" ( FL PE#58201 1239 JABARA AVE. 45 P3752 Seam Sealer SILICONE SCHNEE REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 46 P3752 Hole Plug PLASTIC M&M REINF.S.B.RJS.S.R.-1498 47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941-380-1574 48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION: BOM AND EXTRUSIONS 1/2' DRAWN BY: DATE: ~ 3 ADE 06/10/08 {p a1 DWG#: RE.: SCREW SUPPORT-3113 CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SCALE: SHEET 1:2 40176 15MAX.O.C.(TYP.) WINDOW SYSTEMS 6-MAX.(TYP.) _ 4-MAX.(TYP.) IT 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6•MAX.(TYP.) - 4'MAX.(TYP.) W W CW OCC A 34474 4-MAX.(TYP.)— �+--8"MAX.O.C.(TYP.) -- - -- -- ANCHOR AT MIDSPAN(TYP.) 4'MAX(TYP.)6"MAX.(TYP.) 6-MAX(TYP.) 8100 PVC SINGLE HUNG 14' _ O MAX o.c. p j- IMPACT MAX.O.C. RYP) (TYP.) I I 8" I I 1013/16' I p I MAX.O.C. I O ' �' °° . I ; ---'e I I MAX O.C. (TYP-)- c0 � ui 0 �1�RA I I (TYP:) 0CD0 a o o 0 L - 4'(TYPJJ �MTCRAI� w IW- ¢ m yl-4"-(TYP:) ¢ -O- /� /� m a 4 N N m Z > Q Q a O -- -- w w w F- a a a a III w w x ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a a N SIZES OVER 36'x 62' SIZES OVER 36"x 62" SIZES S6"x 62"AND UNDER SIZES 36"x 62"AND UNDER a a a W U m z ,,���1 f u✓t 4r�T,,, � 5 .......... G . v: No 58201 :�'P NOTES: �905• STATE OF -4U INSTALLATION1.INSTALL ONE ANCHOR AT EACH OSILL ANCHOR 2.SHIM AS REO AT EACCH NSTALLATIO A CHOR S NG LOCATION. BEARING SHIMS. M MAX.ALLOWAB E SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 14,181111911 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9:2-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/91901.5 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#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANC INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER.WIND LOADS TO THE STRUCTURE. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG p: REV.: CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET 1.25 50F6 MIN.EMBEDMENT (I T11199(oTff}�� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(ylylaVl4 uU(Y BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM- SEE TABLE 1 MIN.EDGE DIST. - SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, 44TH AVE. I SUBSTRATE BY OTHERS --- } 1/4"MAX.SHIM ' SEE TABLE 1 W W CWS.CC FLORIDA 34474 SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENTV- R SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 - 8100 PVC BY INSTALLEINSTALLATION ANCINSIDEAND OUT / SEE TABLE 1 SINGLE HUNG Mil SEALANT BEHIND J SEE TAB EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM _ PERIMETER SEALANT o 0 o F METER SEALANT - - - -- - -_ --BY INSTALLER - o o O STALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHORW w } SEALANT BEHIND SEE TABLE 1 W H Q m INSTALLATION ANCHOR --- - -----_- -__ __- LANGE BY INSTALLER_ - - SEALANT BEHIND SEE TABLE 1 - --FIN BYINSTALLER- -- --o-o a O �B1 HORIZONTAL SECTION n HORIZONTAL SECTION m m 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE a HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N m Z Lu w w w O a a a a D O O — W W W Q U 1/4"MAX.SHIM o 0 o w SEALANT BEHIND m m m FLANGE BY INSTALLER O U m Q Z PERIMETEBY NSTALLR REALANT MENT SEE TABLE INSIDE AND OUT SUBSTRATE BY OTHERS J/ I No 58201 SEE TABLE 1 ��MIN.EDGE DIST. EETABLEI �'n' 'rte p VERTICAL SECTION �9t STATE OF -4U 6 TYPICAL SILL ANCHORAGE SsONA�two ,0� TABLE I:APPROVED INSTALLATION FASTENERS /9/2015L FRA A CHO DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLA 17 PCF MIN. 3/16"ITW TAPCO BY INSTALLER z NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT � PH.941-380-1574 p� HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318„ 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060•)MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08 1/8"ALUM. 6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE ( ) 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16' SHOWN FOR FLANGE WINDOWS. scpLE: SHEET 1:2 60F6 8/11/2016 Florida Building Code Online Or, BCIS Home Log In 1 User Registration Hat Topic Submit Surcharge Stats&Facts (Publications 1 FBC Staff SCIS Site Map i Links i Search i bpr a c`:�w'Product Approval `�� USER: Public User o�g�cRsgaiiyy,tt ctt Product Aooroval Menu>Product or Application Search>Application List>Application Detail I D e a rl3... . FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived LJ Product Manufacturer Custom Window Systel s Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. I Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc - I I 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 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 Lucas A.Turner the Evaluation Report j Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. , I Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE O Validation Checklist- Hardcopy Received Certificate of Independence FL16177 R1 COI EvaIRen CWS-812B (SH-8100. IMP, NoSillAnch).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 j 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.orgtpr/pr app d.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPjuPdYuGeM3yYul882`/o2bjrew`/o3d`/`3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B (SH-8100. IMP, NoSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created byl Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports! Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 RI AE DuPont PVB NOA 13-0129 27.)d glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReD CWS-812B (SH-8100. IMP. complies to ASTM E1300-04. NoSillAnch)!Ddf FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by!Independent Third Party: Yes I • Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State 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 response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any'questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S must provide the Department with an email address if they have one.The 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: M^ R 'arr. �, Credit Card ' Safe i i • i i https://www.floridabuilding.org/pr/pr_app fl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBIPjuPdYu'GeM3yY,1882%2bJrew%3d°/a3d 212 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 440'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`" Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J. Ferrara,with testing perfonned: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. i Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812B j • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271';. • Requires Quanex(Mikron)white rigid PVC framing per Miami,-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5fl'Ed. (2014)Florida Building Code for use in this product. I Certification of Independence: I do not have,nor do I intend to acquire,nor,will I acquire, a financial interest in Custom Window Systems or in any company manufacturing�or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,no i will I acquire; a financial interest in any other entity involved in the testing or approval process of this product. ,0"' t�yp RE Air 1C_E N N- 820i 4/18/2015 Lucas A. Turner, P.E. � .13% TF srA r +.:,c�i Z FL PE#58201 Al +�* ° R iN�+`~ Lucas A. Turner *f*rr,,, W% 2015-04-18 GENERAL NOTES: /� f�, <:: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � ®�•ffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVCs 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH SINGLE HUNG 4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES m m _- -- ASTM E-1300-04.- .0 I- _ 63" _ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED - -- - F MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m ¢ Y FLANGE_- -_--ANCHOR CALCULATIONS.__-__ _ HEIGHT — - -- ------ ----- --- - -- ---- --- -- - -- --——---- - — -- —V1-- O U N Z B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m c 0 I GLASS NOT REQUIRED. o w Ln N W Z w I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ O 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. o a UNIT If HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢ 0 U m 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: M±., 6.o X=OPERABLE SASH,O=FIXED SASH m 30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR —IL MAX 267/8' LOCATION. , ♦'�lnsoll" ' SASH `, I GLASS � pRE4y ��i HEIGHT X I DLO JP•.........T �� B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �Op�;.��0 6 NSF 6 2 C No 58201 I I 6 Lucas A. S': STATE OF :•�� -- -- - °Turner ';<`':F oR>2015-04-11 rA 7e6 A 're.-/ONA;�a��',V' 15:15-04:00 451/16 �`�• z�. GLASS DLO 48 3/8" 4/11/2015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE; INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 aa'Tgum WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT [) N 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS g F- --1/8"ANNEALED-OR --1/8"ANNEALED_OR TEMPERED_ _ __ __— — 1/8°ANNEALED OR TEMPERED 7/16"AIRSPACE 7/16'AIRSPACE m c O a a ED 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS N o Z 7 1/8ANNEALED 1/8'ANNEALED a ? 0cc .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONTn Lu z Ir 1/8"ANNEALED 1/8"ANNEALED ! Ov S w DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 4 PURFECT GLAZE"H"OR SIKAFLEX 5524 PURFECT GLAZE"H'OR SIKAFLEX 552 m ¢ Z .%11191111018" 14 1/2„GLASS BITE 14 1/2"GLASS BITE ,,`,ty%PIyOR.... i -1 ENSF. P2.: ae 1 as No 58201 -P 3 1 12 It: O �9% STATE OF .�� 0NA�E?G,� SASH LITE r FIXED LITE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 WINDOW INTERIOR WINDOW SYSY@P9S LL�J 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 45 32 53 1 38 13 32 32 4 45 8100 PVC SINGLE HUNG IMPACT as 14 3 3 14 54 14 65 66 63 19 4 W m m - ---- - -- - — - ----- --- - - -- - ----- SECTION B-B _ __ _v)__ 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL o O RIGHT SIDE SHOWS SASH SECTION VIEW. : N Ln 0 N O Z W W 1 0 cc a n. 14 39 F Z w o U 40a V W 728 p p 1 32 INTERIOR f� Q Z 9 ,,t�tiNuuirgrri 41 t� No STATE OF 65 10 66 6 3 z� 3 3 4/11/2015 18 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 73 1239 JABARA AVE. 30 �o NORTH PORT,FL 34288 PH.941-380-1574 Q 0 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER �/-� ff1M PART1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION (l fll1R9�®m•M 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 3118° �JW.4dV 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl1 1 15/16° 23/16" WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE. 2 1$ OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl Fvll� e WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 108 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 5/8" 19 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/1 s" ii ^ tns' CORNER WELD8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl (ALL SIDES) SINGLE HUNG 12 1 H-6004 ISash Side/Top/Bot.Rail Mikron Vinyl a L1:8 13 S-1498 Feint.S.B.R./S.S.R _ IMPACT 14 S-6064 Giz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl n w 19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl 20 S-6029 Sash Stop/Filler,-PVC,-Vert.- Mikron Vinyl --1 3/16" 3 0 0 0 23 H-1699 Reinforcement,SBR Keymark Alum 718" ' 24 P-2190 Balance BSI 9/161 1 1 Y •• 25 P-3059 Sash Cam,PVC BSI Plastic -L,Iu1_. 6 w m m 26- -P-3046-Take out Clip-- -- ---- - - BSI—--SS— - - ----IIII--yam 1.5/8-__n— --______-_21/.8'_ __FIXED MEETING RAIL_—— ___ __ _ cn_ U 27 P-3783 Lock,Impact,PVC Interlock L I SCRE OU TOGETHER ER WITH m a Z 1/16" TEFRAME LL O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 a N rn 30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 N oZ w 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a 1 O ¢ 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel �_ o 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel LU z 39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel112• 1 1 o W Cl)5116"-}�I 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,W ht. Hub City Steel o 0 0 o 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16" 19 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16" 045 1/16" m ¢ O 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16" 648 1 P 3881 TemporaryP-3352 LbID(NERC/DP)8"X 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 Py%P�1D E S•TG��'', 52 P-3613 CWS Lbl.(logo) Pro Label 5/a^ ��J�.�• Fes+ 53 Sash SEE SHEET 2 GLASS 3/4" 3/4° 114' F- �: No 58201 3/16" _,[]54 Fixed SEE SHEET 2 GLASS 23 9 t4 =* * Cit 2 56 P-3281 Spacer Duraseal �� 13 15116' 1/16" 1^ 718" $-G= ;2� 62 P-3218 Screen Frame,Horiz. Allmetal Alum T X1/16" �— 1116" j � �9: STATE OF :�� 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 '4�CC%4 0 R 1� N��`�` 64 P-3321 Screen tal stic 65 P3581 Screen Cloth,8omer Key x 16 Fiberglass eit eerwe Fiberglass 141111101% 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl Z-21 67 1 P-3029 IScreen Pull Tab Summit Alum 4/11/2015 68 P-3033 IScreen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116^ FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16" 1!2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5° 3/16 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50._55,57-61,69 6 I- 3"�{ BOM AND EXTRUSIONS 7// 1/16" rO 70 i SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 101/2" I 1 8100 PVC MAX.Q.C. SINGLE HUNG (TYP.)L IMPACT O INSTALLATION - ANCHOR(TYP.) I I �2 N MTG HAIL I I LL N Q O � N (n X 101/2• /\ rt ¢ O W MAX O.C. "P.) o c7 a I /� I Fw- z U I !„] I p V W �J 4'(TYP.) NO ANCHORS REQUIRED IN SILL ,,,�p��nrnrrrrr� p'NGDENS'TGQ�fii ANCHOR LAYOUT-(FLANGE) ��JGr •'•.��'� v: No 58201 o NOTES: �p0�• STATE OF ;mow` INSTALLATION1.INSTALL ONE ANCHOR AT EACH O 2.SHIM AS REQ AT EACH INSTALLATION A CHOR USINGG LOCATION. BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE Ssr1ljr Flo Ea���``, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �--vl 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 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#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF TX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5OF6 TYPICAL HEAD ANCHORAGE (9m.0 MIN.EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 .SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABS 1 MIN.EDGE DIST. BY INSTALLER SEE TABLE 1 8100 PVC INSIDE AND OUT SINGLE HUNG INSTALLATSEALANT BEHIND �3 SEE TABLEII ANC:HORP IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM iA N -- o - - - o co CD METER SEALANTSTALLER_INSTALLATION ANCHOR E AND OUTSEETABLEIANT BEHIND- - - ------ ----------�" FLANGE BY INSTALLER m a O / LL p / B� HORIZONTAL SECTION o m j CONTINUOUS DOUBLE 3/16"BEADS a o Z TREMGLAZE U7600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w is O LU PERIMETER AT ALL INDICATED POINTS (, =) F- BETWEEN FRAME AND BUCK BY INSTALLER. p LL D. 1/4"MAX.SHIM p V W SEALANT BEHIND ¢ O FLANGE BY INSTALLER •• m ¢ Z PERIMETER BY NSTAL ER SEALANT SEE TABLEDMENT ,p���PrADREW rT iii INSIDE AND OUT �� g . ��•VQ .4GENg4s,..Q,L.�� v:• No 58201 -P SUBSTRATE SUBSTRATE BY OTHERS _ = SEE TABLE 1 MIN.EDGE DIST. *• * ' SEE TABLE 1 A VERTICAL SECTION OS STATE OF ;4v�/� 6 TYPICAL SILL ANCHORAGE ';�R 1-Z 4/11/2015 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SU ANCHOR TYPEIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 MU 117 PCF MIN. 3/16"ITW TAPCON " INSIDE AND OUT CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME SHEEP ZONTAL SECTION PH.94DESCRIPTTION:ION: 1574 FRAME INSTALLATION GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/18/12 (3 GAUGE LD MI")MIN.STEEL STUD #10-1TEKS HILT-KW IK-FLEX LIOR W FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG p: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 8/11/2016 Florida Building Code Online fto Aft-ID I BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge i Stats&Facts I Publicatloni' ,s I FBC Staff I BCIS Site Map i Links Search I Florida dJ r product Approval USER: Public User uw}t�rc a t cr r Z:�::«�F'a a v. j Product Aonroval Menu>Product or Aoolication Search>Aoulication List>Application Detail T4 FL# FL9520-R6 Application Type Revision i Code Version 2014 Application Status Approved I' Comments r Archived (J Product Manufacturer Custom Window Systims Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 1I (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc I' Quality Assurance Representative Jay Lathrop I' Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc q' I, Category Windows Subcategory Mullions I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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 j Validation Checklisit- Hardcopy Received J , Certificate of Independence FL9520 R6 COI EvalReD CWS-836A (3 in Mull. IMP).pdf yr Referenced Standard and.Year(of Standard) Standard Year AAMA 450-06 I'; 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 I 1994 Equivalence of Product Standards Certified By https:/twww.floridabuilding.org/pr/pr app dU.aspx?param=wGE:VXQwtDgv[HvmuJRWcZ]2gTuypubIN2agR,xz26Lpc%3d 1/2 8/11/2016 Florida Building Code Online Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 I Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS.`.`-836A(3 in Mull, IMP).Ddf 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 Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-836A(3 in Mull, IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS 837A (4 in Mull. IMP).Ddf 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 Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-837A (4 in Mull. IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. I I 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum. Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS''-838A(5.5 in Mull, IMP).Ddf 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 Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-838A (5.5 in Mull, IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. i I � I Back Next I i, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 ,II The State of Florida is an AA/EEO employer.Copyright 2007-2013 State 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 response to a public-records request,do not send electronic mall 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 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: �. ® I Credit Card Safe i i h*://www.floridabuildi ng.orgtpr/pr_app_dtl.aspx?param=wGEVXQwtDgv]Hvm uJ RW cZ]2gTuypubl N2agRxz26Lpc`/`3d 2/2 I ' URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27, 2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 40,6e, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t1i Edition(2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -lA, -2, -2A, -3, and-3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J'Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM,E 1886-02/04/05,ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E. I I Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the,use of;shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. i��tittnortrj� l rr�� r : e No .5 1 j •:�� � . �� *� # � 4/27/2015 Lucas A. Turner P.E. 0- R'• T �� ray '•44, FL PE#58201 T• ff 7'ir• Lucas A. Turner 2015-04-27 21:00-04:00 GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOWSYSTEMS SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH OCA A,FLORIDAAVE. AVE. 474 VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S D IMPACT USE AS.DEFINED IN ASTM E 1996 PER THE FBC. W W W,CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC / (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 33 1/31/6 STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD. DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. LO O 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. v Iii 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o 0 ANCHOR CLIP —— ———— —————— ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y q C {I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m APPLY ONLY TOTHE.MULLION.WINDOWS MUST BE-APPROVED_UNDER,SEPARATE__ _ z _ APPROVAL. m _O Q 6 O I I O 8.RESPONSIBILITY OF SELECTING,FENESTRATION PRODUCTS TO MEET ANY b APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY N Z W REQUIREMENTS RESTS.SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, W O CC BUILDING OWNER OR CONTRACTOR. o a 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ¢ O DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY j o X I X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. a Z Q I Q 114 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLEUNIT WIDTH `������+ G F E D SHOWN HERE IN.HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ,�0"0DERNS."TG��i�' ANCHOR CLIP ��p:�, F 2 . 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. J: F VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Z� No 58201 o EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY ANCHOR CLIP ���1 STATE OF .:��z Lucas A.Turner '�.��FS�<oRtoP�N_,`� 2015-04-27 21:00-04:00 ,•ill@ (Plitt I II I X� I O 11 O I 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I X II X I SHEET DESCRIPTION: I II I TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 -- - -- -- DRAWN BY: DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP EXTRUSIONS.................................................5 DWG#: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 CWS-836 A PVC WINDOWS FOR SECTION VIEWS ONLY INSTALLATION DETAILS..........................9-10 SCALE: SHEET 1:25 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE /� or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // f/01090° OPENING SIZE(in.) WINDOW SYSTEMS 39 45 51 57 63 69 753/8 81 87 93 99 107 318 114 120 126 132 138 1453/8 1900 SW 44TH AVE. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474 r80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531/8 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3"PVC Z 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 W 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 IMPACT 68 65.0 65.0 65.0 65:0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 63.5 -- ------- - - -- ----- --- 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: N NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): - o p 1522 CLIPS j SCREWS INTO WOOD or METAL LU m _ __-_(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z- "ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m O ---- ---------------------- --------- W > Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE orw O LU WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. o a- OPENING SIZE(in.) a C) CD 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 -145318 w 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 cj 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 a z = 483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 OREIrI��r�, 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80:0 80.0 80.0 65.0 65.0 65.0 ,�`�P`?P c.E N S•TGQ�'.' -I 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.01 80.0 1 80.0 80.0 80.0 1 65.0 65.0 v F ^i J 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 1 65.0 65.0 65.0 65.0 No 58201 :�-P g 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 1 % a 9 STATE OF DP CHART IS FOR: 1.NOTES: �iO �••'�C OP'���•� NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): ,,0`S;• O R t G�. 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN BOLD 1776 CLIPS N -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BARS)ATTACHED TO IT(SHOWN IN DASHES) x� -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK B THROUGH THE USE MULL BAR CLIPS. 4/27/2015 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288 VERTICALMULLION VERTICALMULLION VERTICALMULLION VERTICAL MULLION TWIN TRIPLE TWINlrRIPLE PH.941-380-1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: DP CHARTS a T- T- w I NON-INTERSECTED w w W OPENING MULLS J J (7 (7 N SIZE DRAWN BY: DATE: w z r�ig ADE 09!27112 LL L III z Z DWG REV.: o CWS-836 A I L.I L I -,I SCALE: SHEET OPENING SIZE--I OPENING SIZE F-- F� OPENING SIZE OPENING SIZE F-- ["'-MULL LENGTH ��MULL LENGTH --I MULL LENGTH �-- 1:1 2 OF 10 Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"rfWTapcons'into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. ows1b yX•we OPENING SIZE(in.) WINDOW SYSTEMS 39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 1453/8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 M50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 c 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC 483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 53118 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3�� PVC w 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 .50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.368 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 , ' + 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 1 44.0 1 40.0 ; J0WWvwj9R. DP-CHART-IS FOR: INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): �1 1522 CLIPS w in -(4)#10 SCREWS INTO WOOD or METAL _ _ _ _ __ _ -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD- - o O -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m a UJ 1767 CLIPS LU -(6)#10 SCREWS INTO WOOD or METAL w Ir (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o a (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK rw- ¢ U � w � o ¢ z J,,,,,P pRE W f T ei�r: TW INITRIPLE HORIZONTAL MULLION ���VPc. ..E N SF G'Q,t,�'•� VERTICAL MULLION r v:• No 58201 :�-P x --- -- ti 13% STATE OF t~7 �SINGLE1 OT••,� q� W z TWIN i��FS.40R1� �N -- E-- �TRIPLE� ;�LU OR �4SiONA��V?,0 L - I UNITS BELOW I II I I I4127!2015 OPENING SIZE --- MULL LENGTH-►I LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR1N FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE'OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE DWG p: REV.: ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 ITEM PART# DESCRIPTION FRAME TYPE OPENING 'T'MULLBAR CLIP "L"MULLBAR CLIP 1 H-1758 13/8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX), (F-7767-XXX) 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6.12 NEW 13 F-1767-001 3 #10 x 1 1/2",PANHEAD PHILIPS 7JNC FLANGE WINDOW SYSTEMS #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NE 13 F-1767-004(L&R) OCALAWWW.0A34474 WS.CC 8 SEALANT RETRO F-1522-013 F-1767-004(L&R) 9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC 11 S-6018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD n 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT 6i t8 F-1767.004R.LANGLE 3"_MULL CLIP;FIN,-RIGHT =- = - ' -_ _ _ _ _ -- - - - - v ~¢o: 19 #10 HEX WASHER HEAD TEK SCREW L� 20 1#10 FH TEK SCREW g } *USE WOOD SCREW SIZE(#10 OR#12).SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m -------- -------- -- --- --------------- ----------------------------- - --------- ---- -- --- -- U m 0 �� SQ 1 3/4-11!2' 11/16° 2_ �1 7116" 1 7/16"--{ 9/32" o 7/16' 1/2' I p W or 11 11/4' 10 9 7/16" MAA a a- L I 1116" a 1/16" }_ 1/16" cc DRIP CAP S-1895 1 13/16" 1 13/16" 318" MULLION INTERIOR (1 15116'1 a. LLI COVER S-6018 FLANGE ADAPTER S-1896 13/16° 2 7/16° >L 1.11!16" (1 7/8") ¢ Z I~1 318" 4 1/8" ~I 13116" III 01/4 (TVP) ,.r1 'le 1 L 3/6" ����PO4y REGii TOP VIEW 2 7/16° 15/16" •�,�G NO 58201 2 13/16" 1/8" 21/16"—{ ►" t3: ;dT 7 I S9: STATE OF .�� 13/4" 13/8"- 1 4�0 % .4u©P,: 3"MULLBAR H-1758 13116" 1/8" ..23116° i�,FSs OR� 1/8" MULLION CLIP S-1897 1a I a Tia^ 4/27/2015 I- 2114„ LUCAS A.TURNER,P.E. F-I FLANGE 39 A#RA 01A RETRO/FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 47/8"� SHEET DESCRIPTION: / F-1522-013 J NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK i DRAWN BY: DATE: TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAIL DWG#: REV.: TYP.FIN FRAME 3:1 CWS-836 A SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE OPENING T'MULLBAR CLIP "L"MULLBAR CLIP (F-1522-XXX) (F-1767-XXX) • FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FIN WWW.CWS.CC RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVC MULL BAR IMPACT I I v Iii I � } I w m _ 21/4"�I — ----- —------ Z —m —Z O v > Nzw w cc 1 5/8" (2 314") 2 7/16" a a w OC co 3l8' 7/16"THRU(TYP) 114"THRU(TYP) ¢ Z OUTSIDE PNOR1181"��'', L 1/4"(TYP)� 7/16"(TYP) I ,��GQ�;.�YGE/JS�•.Q2i�i 3/8" 3/e" I No 58201 '�11 1 518" (2 3/4") 1518" I 3" :,0�••STATE OF •��� 16 •<pRtOA��+��, I 118"—� ,,,'�S�+Oireil i�►►��,,, x� 1/r 6 7/8" I 4/2712 0 15 yr I LUCAS A.TURNER,P.E. 2 314" - 2 3/4" "L"ANGLE W STANDARD MULL CLIP-F-1767-001 FL PE#58201 5„ 5" 1239 JABARA AVE. NORTH PORT,FL 34288 "L"ANGLE 3"MULL CUP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CUP,FIN(RIGH')F-1767-004R i PH.941-380-1574 OUTSIDE I SHEET DESCRIPTION: I EXTRUSIONS I I DRAWN BY: DATE: ADE 09/27/12 DWG#: REV.: CWS-836 A SCALE: SHEET 1.2 5 OF 10 I I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 I n W W W.0 W S.CC ILSI 3"PVC MULL BAR SEAL FLANGE SEAL BEHIND FLANGE O PRIOR TOIND ATTACHINGC� I APPLY SEALANT ALONG FULL o IMPACT PRIOR TO ATTACHING I TO MULLION I LENGTH OF WINDOW FRAME 2 TO MULLION 2 II 2 I GROOVE PRIOR TO ATTACHING COVER 9 9 1 1 u� 11 11 11 11 N I- --- I FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULLLu ca I g } I n I I N Z , �A1 HORIZONTAL MULL BAR SECTION HOOw- RIZONTAL MULL BAR SECTION I CAIVERTICALMOflIZONTALMULL BAR SECTION w 6 BOX FRAME WINDOW a a B FLANGE FRAME WINDOW fi FIN FRAME WINDOW I w cr I oW I I � o -------------------1------------------------ ----------------- ——————- ao I z 11 1 2 I it 1 2 i LENGTH OFAPPLY SEA UNLLBAR GROOVE ,����0ALONG FULL DREW�ke,�i PRIOR TO ATTACHING DRIP J�p`; •�GENg••G�Q�� ADAPTOR , `��6. - F ,y U No 58201 FIN MUST BE REMOVEDI 1 ; r WHERE WINDOWS ^9; STATE OF .�+ CONNECT TO MULL 9 O '0 . • �v I �4i��SC O RtOP'�N oll 0 I DETAIL A Z 4/27/2015 i SEAL BEHIND FLANGE SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION I APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 (81VERTICAL MULL BAR SECTION X61 VERTICAL MULL BAR SECTION I ADAPTOR 1 PH.941-380-1574 6 FLANGE FRAME WINDOW s FIN FRAME WINDOWI f I I L SHEET DESCRIPTION: SECTION VIEWS MULLS 16=O C==:) BY: DATE: I ADE 09/27/12 10 DWG#: REV.: DETAIL B CWS-836 A SCALE: SHEET 1.2 6 OF 10 WINDOW LL4�SYSTEMS � 1900 SW 44TH AVE. O CD C) C) OCALA,FLORIDA 34474 WWW.CWS.CC A `' O I it O i MULL BAR IMPACT —� jr_ ,L� CD A 17 Y W CD SECTION VIEW A-A - — —--- --- -- --- TOP-VIEW - --- — -- --------- — - — 0 — z- FIN_FRAME m O v S2 N Z W W O ir a a ❑ — cc 2 0 ¢ U) 5"MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR 2 4'MULLBAR(H-1759) — 2 APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR ¢ Z O APPROPRIATE DP CHARTS) O { C= ���Pp]pREW p�i�. 9 9 9 I'll Z44 SEE NOTE 1 7 11/16"MAX.EDGE DISTANCE 11�MAX.EDGE DISTANCE ro SEE NOTE 1 7 11/1-6_MAX..EDGE DISTANCE 1 SEE NOTE 1 7 1 � STATE OF 1 4ii0'nF•;C0R1OP N 1 19 SEE-NOTE51&2 1 /ONA� 1 19 SEE 1&2 19 SEE NOTES 1&2 SEE NOTE 4 0 (1 EAJCLIP) Z� SEE NOTE 4 (1 EAJCUP) SEE NOTE 4 @0 0 4/27/2015 RC1 5"HORIZ.TO 3"VERT.MULLBAR SECTION C 4"HORF1 TO 3"VERT.MULLBAR SECTION �1 3"HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLANGE FRAME WINDOW FLANGE FRAME WIND Wi' FL PE#58201 1239 JABARA AVE. NOTES: NORTH PORT,FL 34288 PH.941-3B0-1574 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(OTY 1),AS SHEET DESCRIPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HIV CUP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE: 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO•MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG#: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN �Tlll(C9/g/j)�j{�}fJ•�/�{/� CONFIGURATION IS SHOWN IN BOLD. �V- Wl�alJ(YUlruucy TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED rr TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC W .W.1 r r W W MULL BAR J J IMPACT I I II L I LI I w F--- OPENING SIZE OPENING SIZE F� _ __ —OPENING SIZE----i _ -•i OPENING SIZE o Q W m TW IN/TRIPLE HORIZONTAL MULLION U3 - TWIN -TRIPLE --- TWINffRIPLE-- -- - VERTICAL MULLMON z HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION T LL O r I} v j> IT o N LU N 1 2 __———_ Ncc L OSZEING z z �SINGLE1 a rL O Z N J Z TWIN w OC Lu OR �¢ a z L ______ p ITRIPLE1 a UNITS 0 wBELOW L O L � a Z Imo-MULL LENGTH MULLLENGTH MULLLENGTH I II I---OPENING SIZE MULLLENGTH--I 4% N,9'-4VP:;�C6N,9'- .Jl No 58201 -P OF �9�. STATE OF .w: NOTES: .. � ,,I��O�••�.�O F % 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE y rL WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. f' 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP 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#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.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 CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/27/12 7.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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMAIWDMA300(EXTERIOR DOORS) 1:1 8 OF 10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 3"PVC MULL BAR IMPACT RETRO FIT "L'ANGLE MULL BAR CLIP MULL BAR CLIP TWO REVD PER EACH END OF MULL w ;{ MULL BAR_ _ _ _ _ T -MULL.BARQ- - iili 1 lI j IF I � � -��I lI — '• I II. — — � Y INSTALLATION ANCHOR INSTALLATION ANCHOR w m SEE TABLE 1 I�_- -I. __ ___ SEE TABLE 1 SEALANT ALONG - --IL_ L ADD STRUCTURAL ELEMENTS SEALANT ALONG - ,I - _ ADD STRUCTURAL ELEMENTS LL O OUTSIDE EXPOSED - — -- AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED - — - AS REQ'D TO MAKE LEVEL FOR a N EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR N Z > PERIMETER SEALANT PERIMETER SEALANT w O BY INSTALLER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT a d INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 w Q � U SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS d p SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. Q Z SEE TABLE 1 _11-11CAL SECTION J'E_'� VERTICAL SECTION SEE TABLE 1 9 TYPICAL FLANGE RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE(L'ANGLE)ANCHORAGE ��� ppAIDREW,'lle HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION ��Pte?;•`p E N g'•GQ moi' Z,: No 58201 '�'0 9O: STATE OF :�4U •� • z�- 4/27/2015 NOTES: LUCAS A.TURNER,P.E. FL PE#58201 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. T S 1239 JABARA AVE. YPE ANCHOR TYPE MIN.EMBEDMENT 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" SHEET DESCRIPTION: 1-114" 2-1/2" 3 UN T AS NEEDED.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW HOLLOW or GROUT-FILLED CMU INSTALLATION DETAILS 3/16"TW TAPCON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8' 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER"L"MULL CLIPSEE SHEETS 2-3DRAWN DATE: , . 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7!8" ADE 09/27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. DWG r: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHEET 1.2 9 OF 10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT •L•ANGLE CLIP N F MULL BAR CLIP - TWO REO'D PER EACH END OF MULL - - - - - - -- - - --- - o MULL BAR MULL BAR Y u 1f�1 w m JL�� v Z --- -- -- - - - -- - -- -- - - - --- -- -- - lli^ j INSTALLATION ANCHOR `lr `1 s- INSTALLATION ANCHOR m O SEE TABLE 1,BHT 9 II �� I SEE TABLE 1,BHT 9 _ �� m W SEALANT ALONGE - SEALANT ALONGE wcc OUTSIDE EXPOSED OUTSIDE EXPOSED J` a a EDGE BY IN b',o• EDGE BY INSTALLER o 0 0; W p� EXTERIOR FINISH °�;rri— _ ___ MIN.EMBEDMENT EXTERIOR FINISH 'offwz MIN.EMBEDMENT oyBY OTHERSSEE TABLE 1,BHT 9 BYOTHERSSEE TABLE 1,BHT 9 PERIMETER SEALANT o o° PERIMETER SEALANT o o° BY INSTALLER BY INSTALLER Q Z INSIDE AND OUT INSIDE AND OUT SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS t,Jllmgll SEE TABLE 1,BHT 9 MIN.EDGE DIST. SEE TABLE 1,BHT 9 MIN.EDGE DIST. ,S,PNC E jy�',TG,��i� SEE TABLE 1,BHT 9 SEE TABLE 1,BHT 9 ��VPS•�� SF•.P2�� F VERTICAL SECTION G VERTICAL SECTION ;• No 58201 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN(•L"ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION =ro: 2c :9 LSTATE OF .4U O�F �N . foNA left fj11��,�� 00 0.-Z- 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3!8"MAX.FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. PRAWN BY: DATE: THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. 4.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 DWG#: REV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1:2 10 OF 10