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HomeMy WebLinkAboutProduct Approval i «('lotidl Building Code Online O gig& ' ' t om „r-2M ky, 77 #E..x' BCIS Home Log In MttUser Registration �_ Hot Topics�, Sub S harge� Stats& l� biicaF+ �y� F Staff CIS Site Map Llnks Search ���Cll�d (®rbProduct Approval - 94 USER:Public User Product Approval Menu>Application Detail RECEIVED FL# FL15210-R6 �� 0 C T 3 1� � .> Application Type vision 2 2��$ Code Version 2017 � = ST. Lucre County, Permitting r Application Status Approved IM Comments R C Archived xJJ M, e i Product Manufacturer Plastpro Inc./Nanya Plastics Corp. r � Address/Phone/Email 5200 W CENTURY BLVD. 'RIVt LOS ANGELES, CA 90045 }� {440)969-9773 Ext 16 rickw@rwbldgconsultants.com hZ eh. � Authorized Signature Vivian Wright i rickw@rwbldgconsultants.com Technical Representative Scott Johnson f Address/Phone/Email 5200 W Century Blvd. 7s� Los Angeles, CA 90045 t s � (440)969-9773 Ext 18 scottjohnson@plastproinc.com rx Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 t (440)969-9773 Ext 16 �f Srix ronoconnell@plastpro.com iq Category Exterior Doors Subcategory Swinging Exterior Door Assemblies s Compliance Method Evaluation e m a Florida Registered Architect or a Licensed Florida s Professional Engineer Evaluation.Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. � Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received ua a Certificate of Independence FL15210 R6 COI (aa)Certificate of Independence. d[dff E E s Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 https:i/floridubuilding.orgpripr_app_dtl.aspx?param=vGEVXQw2Dgv3yV Vi:JZ l QRCFPqu8gbCgpaL%2fcMd8x13vDdrXKxpoHidA°/wd°o3d[1/4/2018 11:40:49 A11] Florida Building Code Otdine ASTM D635 1998 ASTM D636 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 £ : Equivalence of Product Standards Certified By u Florida Licensed Professional Engineer or Architect ' FL15210 R6 Eauiy (a)Equivalency of Standards pdf 2 Sections from the Code £. Product Approval Method Method 1 Option D Date Submitted 08/13/2017 00, 001 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 z � SuttLma of°Fr6ducts �� 1Wodel,Nurt`iber or Nani¢ ;��„� Dejj scrtptlon �����. +�� ; " �,(V,X � 15210.1 a.Smooth Wood Grain/White Wood 6' "Impact" a le Door- 8 Im actOpaque Fiberglass Sin/ P Pq 9 9 Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door l; Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.1.12df_ Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ' Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings,any FL15210 R6-AE (b) Evai 15210.1,pdf additional use limitations, installation instructions and product Createdby Independent Third Party:Yes h particulars. Smooth/Wood Gram/Wt fte Wood 6z8'Empact"Opaque Fiberglass Single Door.vdith S1delitee or, t a � GrainJRustic/M ` " Inswg/ utsg(.Oa , i"""" } �� �� 'Fiberglass-Door r, �,a Limitsof_Use InstallationInstructlons• r Approved for use ri HVHZ Yes,` 0 ; FL15210 R (] >nqt 15210 2 odf ,ky,:for usedoutside HVHZyYes Ue)ified Byi Lyndon F: Schmidt, P E 43409 Tinpact Resistant Yes Created by Independent Third;Party' 'Yes y 0;il Design Pressure.N/A x' Evaluation Reports N � Other See INST;15210 2 for Design Pressure Ratings,any'., ��"52i 0 R'6 AE (6)Eval 15210,2jdf addltonal use fimitalons, installation ins tructwns and product Created by,IhdependentThirdParty Yes particulars �� ' a.. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without M ; Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions rNN � � ._, Approved for use in HVHZ:Yes FL1.5210 R6 rI (b)Inst 15210.3. dmf " Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes aX ws Design Pressure: N/A Evaluation Reports s Other:See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.3.odf �. additional use limitations, installation instructions and product Created by Independent Third Party:Yes N, ��= particulars. ' 15210 4 ii. Smooth/,Wood Gram/White Wood 6"8 !Impact".Giazed Fiberglass"Single Door Inswing/Outswing, Grain/Rustic/Mahogany Series O ,; (X Configuration) Y https:llfloridabuilding.orglpr/pr_app_dtl.aspx?param=ivGEVXQwtDgv3yV VKJZ I QRCFPqu8gbCgpaL%2feMd8xBvDdrXKxTotlIdA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online Limits of Use Instailation�InstructIons Approved for use m'HVH2 Yes FL15210 R6=II (b)knst 15210 4 pdf k App"roved for use outside HVHZ:Yes- Verified By: Lyndon,l. Schmidt, P E 434o9 Impact Resistant:Yes Created by Independent Third Party Yes . Design-Pressure N/A. Eval'uatlon Reports' , Other See INST 15210 4,for Design Pressure Ratings,,any; _ELiSziO R6 AE (b)` vaPm 10 4 odf ad ditional'use limitations,,mstallation Instructions and,,' duct 6eked,byInde perident,Third Party Yes particulars 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or �. .. �G # Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations Wx Fiberglass Door A Nis' ) Limits of Use Installation Instructions _• Approved for use in HVHZ:Yes F 1 10 R6 II (b) Inst 15210.5.pdf €x Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 {¢ Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports - reaii�: I Other:See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 5 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. a ' " 15210.6'" f:Smooth%Wood"Grain/Vlh te�Wood • `6'8"3rripact"`,Glazed'Fibergiass DoublezDoor.with or)Mthout Grain/Rustle/Mahogany Se ies;0 Sidelites,-Inswing/0 tswing (XX; OXXO z Configuratio'rts),- a Fiberglas's"Door ra Limits of`Use InstailatlonHlnstructions 1if Approved for use in HVHZ Yes 5210 R6 II (6)Ink 15210 Approved fob u%se outside HVHZe Yes Ver[fied'By: Lyndon ;Schmidt, P E `43409,` i �ImpactResista`nt:Yes � Created.by.Ind ependentThird Party Yes t }�Z Pressure: N/A, 7 EvaluatiorrReports a Other:See INST 15210.6 for Design Pressure Ratings,any 'FL75210 R6 AE bj Evil 1521.0.6ptlf gp_ m _ ) additionaF;use limitations,'installatioh instructions antl product Created by.Indepen"dent Third Party."Yes articy ars t �6� 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- " � i Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b)Inst 15210 7 odf Approved for use outside HVHZ:Yes Verified By: Lyndon ndon F. Schmidt, P.E.43409 v5 �pT`d- " x Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.7.}df additional use limitations, installation instructions and product Created by Independent Third Party: Yes .f particulars. 15210:8 h.'S h. Wood 8'0"impact"`Glazed'Fberglass Single`-Door with Sideliteor _ Grain/Rdstic/Mahogany Sehes O Sidelites-Outswing(OX or XO, OXO-Configurations) A Fiberglass,Doorn Limits'of use InstallationInstructlons ` �� Approved for U66,in HVHZ Yes .` FLYS?10 R6'ILfta)"Inst 15210 8 pdf" k" y i y i Approved for use-outside HVHZ:Yes Veri>ied'B L ndon;F Schm[dt, P E 43409° Impact Resistant:Yes Created by Independent Third Party:,,Yes k' Diesign Pressure; N/A Evaluation Reports _�. Other:See INST 15210.8 for'Design Pressure Ratings,any F - `10 R6" AE b}-Eval 15210.8.'b df additional use,Umitations, installation instructions and product Created.by Independent Third Party Yes d particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.9,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.9,12df - i" §g" additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210 1b� j Smooth%W,00d Grain/White Wood 8 0 'Impact",Opaque?Fiberglass Sirigle'Door-Outswing(,X ] Grain/Rustic/Mahogany Series O Configuration) b - a` Fiberglass Door ZE https:Afloridabuilding.org(pripr_app_dtl.aspx?param==NvGEVXQwtDgv3yVVKJZ IQRCFPqu8gbCgpaL%2feMd8xBvDdrXKxpol-i1dA%3do/*3d[1i412018 11:40:49 xkl] Florida Building Code Online y24L Limits of.Use Installation Instructions Approved for use to HVHZ Yes to FL1�52i0 R6 II (I�Inst 15210 10yL Approved for use outside HVHZ:Yes Verified By:.Lyndon:F."Schmidt, P.E:43409- fl JMpact,Resisf6nit Yes Created'by Indepentlent third Party Yes.-. Design-'Pressure_ N/A t Eva luatio`nReports� • Other: See INST52 110.10 for Design Pressure Ratings,„any FL15210”�R6 AE (� Fval'15216 l0 odf `` addltlonai=use lirnitations installation Instructions and product Created'by Independent Third Party Yes 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO Configurations) € .; Fiberglass Door i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLS R6 II (b) Inst 15210.11 odf € Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports { ax« Other: See INST 15210.11 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.11.E (( > a r additional use limitations, installation instructions and product Created by Independent Third Party: Yes 3 particulars 15210 12 1; Smooth/Wood:Gram/WhiteMood 8 0'iImpact"Opaque Fiberglass Double Door with or without Gram/Ru"stic/Mahogany Series O Sidelites Qutswing(XX;-OXXO Configurations) 1�� Fiberglass Door Limits of;Use " a Insfallation3nstructions w VP ;Approved for use m HVHZ Yes °', �l f 5?10 R6`II (bl Inst15210 12.12df s 14pproved for use outside HVHZ:Yes � �� Verified By: Lyndon F Schmidt, P E 43409 € � � Impapt.F�esistant Yes Created by Independent Third Party`°Yes r� Design Pressure: N/A` ' Evaluation Reports;, ' "AliDther:-See INST�152.10.12 for'Design Pressure Ratings,any,° FLt'S210 R6 AE (b)`�val y52t0 12:2df j , l acidltlonal>use limitations, mstallatlop Instructions and product Created by Ihdependent Third Party Yes �4 particulars °0e 1 _ 15210.13 M. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts s Grain/Rustic/Mahogany Series 0 -Outswing(X -Configuration) 3 ' Fiberglass Door Limits of Use Installation Instructions t Approved for use in HVHZ: Yes FL15210 R6 II (b)Inst 15210.13,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports '1 Other:See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. "; q 15210.14 n': Smooth/,1(VoodGram/White Wood 8 0'°Impact"i;Opaque'-;Fiberglass Double;Door,.with Surface"Bolts t tN Gram%Rustic/Mahogany Series 0 onActive Door panel=Outswing (XXa Configuration) f Fiberglass Dooru „ Limits"ofUse Installation Ins#ructions i* A» -Approved for use tn,HVHZ YesM,? F 5 t0, R6 II (b)Klnsr i 5210-14`12d l;_ ° Appro"ved for use outside HVHZ:Yes �, Verified By: Lyndon"R Schmidt P E 43409 �x Impact Resistant Yes. Croated by Independent Third Party Yes^ Design Rressure: N/A Evaluation Reports , Other:See IN 15210.14 for Design. ressure Ratings,�any FL15210 R6 AE.!�)Evai 15210 4g ( - t addltlonal;use limitations,installation Instructions and product Created by Independent Third Party „Yes.• -;r -particulars. 15210.150.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the i Grain/Rustic/Mahogany Series 0 WINDSERT—an operational window insert-Outswing (X- '" Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.15.pdf wr�ff i Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 ti r Impact Resistant:Yes Created by Independent Third Party:Yes i --: Design Pressure: N/A Evaluation Reports r $ Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval ? 210.1 .12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes c particulars. i' tom..............�"�°^:" httpsd%'tloridabuilding.orgipdpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2feMd8xBvDdrXKtpoHldA%3d%3d[1/4,2018 11.40:49 AM] Florida Building Code Online "`. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 r The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement e 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: s g 4 ~Credit Card - Safe� https://floridabuilding.orWprjpr_app_dtl.aspx?param==%vGEVXQwtDgv3yVVK.IZlQRCFPqu8gbCgpaL942fcMd8xBvDdrXKxpoHIdA%.id443d[1/4L7018 11:40:49 AMI R W R W B�uildtng Consultants; InQ. B Consulting and Engineering Seivice"s for,the.f3"uilding Industry C P.O..Box230Nalrico,fL'33595. Phoni 8t3:659:9197 Elori a&pard ofProfessional Engineers Cerjiticate or,J�pthori�atiotiTto 9$1:x; Product Cate9.orY " Sub Caiegory Manufactu"rer• roduct ame • 4 Plastpro Inc:• Smooth!Wtzod Grain/Whtte Woad.Grain, Exterior Swtngirg fztertor_Door 5200,1iy.Century Blvd. :Rustic/"Mahogany; boors AssemLos Anblies geles,CA 90045: Sedes,O Fiberglass"Door Ph"qne 440:969;9773 lnswinglOutswing-"impact' Scope: Product-Evaluattonreportissued by R W-Building"Consultants,lnc.&>Lyndon F Schmldf,P E,(System ID#1998)for Plastprolnes: based;on.Rule.ChapterNo.61:G20-3, MethodID.oftheStateof�FloridaP.roductApproval [3epartmenYof Business&Professional Regulation: RUV Butfding;Consultants and Lyndon F Schmldf P`_E' do'not have nor:will:acquire fihanciat inferest;in the company manufacturingor dtstributing`hh'e product or in any otlTel entity nvblved:m file<approval.prQeess of the product named "erein: (Imifatons,, 1:This product_has been evaluatetl and is nciimpliance`with tfie:6th-Edition;1;2017.);Iorida.Building:Code.(FBC)structural requirements Including the"High 17elocity'.Hurr cane Zone".. 2. Product'anchors shall be=asalisted�and_spaced as shown on details.Anchor embedment'to'base matenalshall bettieyond wall dress ngi Or stucco: 3>When used in the"HVHZ"'this product complies with Section 1626""of theTlorida Building Code.and"does not require animpact. resistant covering. 4: When used in areas outsiiie of the'HUHZ'requiring wind bameA6brts orbectionthis productcomplies:with FBGSections'1609:1'.2'& R301.2.1.2 and does_not require,an impact resistant covering.This prod'ucf meets missile level 'D"and includes Wtntl Zone 4 as defined in,A5TMI E 1996 and FBC Seetions'1609s1:2.2&_R301.2:1=2:1_ S For.2x_stuVramin9 construdtion,;anchoring ofthese unitsshall lie the sante as that shown'.for2x E t{ck masonry construction:. i6.ZIte=conditions;that deviate from the details ofdrawing FL-1"52,'T0.1 irequtre further eng neen V analysis by'a'licensed engmee oc 'r i0erp'd architect; Outswi g configurations meet dater infil_fration requirements IQ "H1(HZ'. Alf other.configurations,.do:not`meet=the water infiltration; ,requirements for the':t 1UHZ'"and must,tie Installed only in'non,.fjabttable afeas-or'athaoitable-locations protectetl:by an overhang or canapysuch that.the angle'between.th.e'edge�of canopy or overhang to sill is lessahan 45 deg_roes, f& See.drawin "FL:1521,0:Ifo"r'size,.and:design.pressu�e limitations;. •Supipor_trng o+;umen.s; 1. Test Report No. Test Stanch_`rd' Tesfing.Laboratory Signed:;by TEL-31390365; TAS 201,94',-202-94&TAS 203=94 Testing 1=valuation=Cali:,,Inc': Lyndon F Schmidt,P.E. TEL 0"1391846• TAS;201-94',20Z-94"8 TAS 20;3-94 Testing Evaluaiiont:Lab,lnc. William'Sleltan,RE.. ETC Q5=255=16776:0 ;ASTM D 635=98„638.=03,1929-96'&2843-99 ETG Laboratories dosephI.Doldan,P:E •A$TM G 26 95 ETC Q6,255174U.-Q ASTM E 84-05 ETC;Laboratories` Joseph L,Doldan,RE. ETC 07 209 19zw ASTM D 635=Q8;;63$03,1929-96&'180,90 ETC”Laboratories Ben McUnigr 2: Drawing;No. Prepared ty:_ Signed,&Sealed!by No..EL-15210:1= FtYV l3u�lding Consul ants,Inc:(CA#981'3) Lyndop F Schmidt P.E. 3.., Calculations >.Prepared€tiy Signed?&Sealedbv AnchoringO,Building-,Consultants`,Inc_(CA#981'3}' L-yndon F,Schmidt;RE': -4 dualttyAssurance nstttute;�ceritfyang�that Plastpro nc.sfti&'lfacturriing produ ks w thin ii c al iy assurance program thatcoinpltes wih ISO/IEC 1'7020 and.Guide 53. 'w, _)don + iy Lyndon 17 ,Schmidt,P.E. d* t R p ,FL PE$o 434 i 09 137 O�i7 �,. 5fieef 1:of i 8g it sffi�� `- pla stpro O "leU 0. 5200 W. (CENTURY BLVD. z °` w ES, CA 90045 M ZS MOA "it ...P..•` �\`~ o mSmoothNWood Grain White Wood Grain nf"0 z;l0 : M. o Rustic /Mahogany �, � �E a m W Qy� maa�' Series 0 Fiberglass Door d INSWING/ OUTSWIN � �� "rtMP,Qi'CT" Z� GENERAL NOTE. 1: This product has been evaluated and is in compliancewdhthe 4tb Edition f2017)Florida Bulding` ti g ' Code.(FOC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 0 oN w Ad e rs sr as m rte¢„" p 2, Product anchors shall be as listed and spaced as shown on details:Anchor.embedment to base El material shall bebeyond wall dressing or stucco. w e: 6 3. When used in the HVHT'this product complieswith.Section 162¢of tale Florida Building Code and dommot require:an impact resistant.couering, 0 4;, VVben used in areas outside of the"HVHT'requiring wind bome,debris protection;this product 8 complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. 0 p "00 This product meets missile.level,"D"and includeg Wind Zone 4:as defined.in ASTMB1996 and FBC U U Sections 1609.1..2& 301.2..2.1: m to e 5. For N stud construction,anchoring of these units shall be the same as that shown for2x buck masonry a o it N N > construction. qQ rn 2 W W O licensed engineerorregistered architect. 9 9. engineering Y Y e 6:; Site conditions that deviate from the details of this drawin require further en ineerin analysis b a N e 7 hot m et'the water nfillr WsMng configurations tion r reeet quirements ori herequirements other configurations t HVHT and,must be installd only innonhpbitable o q areas or.at habitable local onsprotected by on ovefianig orcanopysueh that fhe angle behNeen S the edge of canopy or overhang to;siilis less than 45degrees. P k ..._..._ m r B TABLE CJf CONTENTS w a SHEET# DESCRIPTION SHEET# DESCRIPTION!n 1 Typical Elevations,Design Pressures&GeneraLNotesy Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE(P$F) N z v 2" Door Panel Details 8 3 point lock detgiis CONf(CrURR71AN fRAME Derr 02/t 6 12 Z 3- " Horizontal&,Vertical Cross Sections(2X Buck) 9 3-point lock details N.T.S. g s 4 Horizontal&Vertical Cross Sections(1X Buck) 10; Buck and frame anchoring" owc.By-., JK m 5, Horizontal&Vertical Cross Sections(D'uect to Masofgy) 11 Components X 37 5`x 82:0" +75.0 75.0. ce c M LFS 3 6 Vertical'Cross Sections(Thresholds) 12, Bilhof materials: DRAWING NO» See sheets 2 for hardware design pressure limitations FL-152.10.11 0 a sNEEr t or 12' O`10% 0.4" EXTERIOR 0.4 II :�' c•Jd_z n • - a• p• '0j z° 4. W •d• '�' X01 EM 1 o���1 1 I1L1� o m z 0 N INTERIORTOP RAIL ry CAP(PVC) HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) (COMP.)(LVL) IN N n 5 O m w mdaa 4 8 LL 1 HORIZONTAL CROSS SECTION 9= W (� 35.75"MAX O.A. z WIDTH do �•v' —0 o ILS a o m W Y v b TABCE O WI a a q..�„ INTERIOR EXTERIOR Y Y r ff) .....................I................................................................ o' MqX DESIGN >>m MANUtACTIURER MOpEL rs .. PRESSURE:. m KNOB. SIGNATURE SERIES "m _ KWIKSET DEADBOLT: SIGNATURE SERIES 9B0 +75 FOAM CORE " q (POLYURETHANE- s ^ 2 KNOB: "P SERIES(F51) 19 PCF MIN.) N N SCNLAGE DEADBOLT: •B"SERIES(660/62) ±75 ° Z o m X SEE HARDWARE TABLE LEVER: B E W W o q to ^ PAMIX DEADBOLT: fD7 SERIES ±75 °= :54 m n HOPPE MULTIPOINT LOCK: HLS90003-POINT TONGUE ±SI) FIBERGLASS SKIN a,• k' SEE HARDWARE TABLE (0.125"MIN.THK.)�` ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) }75 ,e , w See sheets 5and 6for multipointlock details. ='•'":r: BOTTOM RAIL i Z (COMP.) _� "' z a 0 -TE-0g/1 612 3 sr c• N.T.S. o J S40 DOs OI PANEL M,ar JK m Fiberglass r21 ro VERTICAL CROSS SECTION CHN.BY: LFS 3 2 DMWING NO- FL—15210.1 O- FL-15210.1 a sNtFr 2 of 12 D a l ' • R:\Olenis\Plastplu,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-D2wings\FL-15210(2017)\FL-15210.1-6.dwg,3.1 A Z 0 e e A W r >o m p. OIS- 22N � � r 0)'; �o 0 J. N W Vth A to Z O N Z X � � WW ® A W W N � � W OZA 0 VA VN fNN ifN WN c 0 O yy -4 Cy V fr O r y ` a N CO s n •a N CD 3,n m tom f7 s A �3 �z a w W W A O gO 7mqq CC) O a O N M � 1 v a ' r' ` t1111111 'Q '`i 0.15'C-SINK- L n ♦♦♦♦���SCN ��i VYPJ 1-1/4"MIN. EMB.(TYP-) L•�-/, 1 No.43409 Z T $y 2 PRODUCT: Document;Prepared By; PLASTPRO INC. Lyndon F. Schmidt ��i ��0�•',6�?``� IIt" m Z FlBERCLASS DOOR P.E. No. 43409 P •"••••••• i���,,lOfyAtt��♦♦ 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK ppRT OR ASSEMBLY: BUILDING CONSULTANTS, INC. o x to 1 3 9 15 UPDATE TO 5TH ED. 2014 FEC JK �QJ/��/�P.O. Box 230, Valrioo, FL 33595 IN N NO DATE BY CROSHORIZONTAL S CTIONS 2XPBUCK) Phone No.: 873.859.9197 REVISIONS FBPE CA No. 9813 0 2016 R.W.BUILDING CCNBULTANTB INC. ' R:\Clients\Plastpro,Inc PERMANENTIA-Florida Product Appmvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\PL 15210.1.6.dwg,4.1 M 4 a a.d G Ce 4. A a o�x ; yy 0 O ,; n 3.� N 00'_0Z z 0p 9 cr .O 0 3 ^N+ O Z I� I0 A A N H V BOO O N m�z0 V c On Z a ..v , ° a M M A s A W vo g=r mf n o �a cr ?may V °' U3 �\ 2: I� a oP N n ��```,1,SCFIIy 1-114 MIN. EMB.(TYP.� `.� V,•'VGF1+Bt'.�` ��� �G! i QI PRODUCT: Document. Pmpared Sr. . r�1- PLASTPRO INC. Lyndon F. Schmidt ���i •� D.''• ��� I4' I N FIBERGLASS DOOR P.E. No. 43409 N o Z + (1111111\ T N ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FEC JK PART OR ASSEMBLY: (mK,Q��77 BUILDING CONSULTANT'S, INC. p U1 1 3 9 15 UPDATE TO 5TH ED. 201.4 FBC JK J I,1 P.O. Box 230.Valrlco, FL 33595 IN + N NO DATE BY CROSS SEC770 S (IX VERTICAL CK) YV Phone No.: 813.859.9197 REVISIONS FSPE CA No. 9813 ®2016 R.W.8--G CaNGULTANT9 INC. ' R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,5.1 Y � v m O� d:' yrs�j0 Q 3.� N o P`A o�a 33 Q A, 3 T V Z lO 0 A W N p OO Q �•�tA'y V N m CD �^ 3� 4 0 7np �a ^. N 3rn ° oZI c m v © m m n A_ w W 0 A po CO!O;mOom ' m'oy o _ ?o O �,O B Z I� N EMB..(TYIP ``�\ t*,SC...... �o.4340••. K PRODUCT: Dxumonto Prepared ey: �� 'Al ellIPLASTPRO INC. Lyndon F. Sehmldt �i�.l� A20RlOA'�• ��� B h I c ro FlBERGIASS DOOR P.E. No. 43409 A�' `�\� 2 7 24 17 UPDATE 70 6TH ED. 2017 BC JBY PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Ip Vl 1 3 9 15 UPDATE 70 5TH ED. 2014 FBC P.D. Be. 230, Valrico, FL 33595 N ro NO DATE HORIZONTA & VERTICAL CROSS vv phone No.: a73.es9.9197- REVISIONS SECTIONS 1(DIRECT 70 MASONRY) FBPE CA No. 9813 ®2016 R.W.BUILDIN3 CON911LY 8 INC. ' RACIfents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-35210(2017)\FL-15210.1.6.dwg,6.1 w r T iZ7 Om a A � tr (3 0n �O y v o � m ° . . . e, co IT! w 1.f a N ST �C ° Dr > on . 4. �O o m c z N o ° •O A ° M 1-IM MIN. EMB.(TYP.) i e, e, w W M 7 t— (C A O Q �N ti 0 z ° Z M M .-o aWo V a A 7 '• No.43409 r� $ PRODUCT: Document.Prepared Brr I� N FIBERGLASS DOOR P.E.don No.43409 Schmidt N y q 2 7 24 17 UPDATE TO 6TH ED. 2017 FHC JK PART OR lSSEMBLY: - R,/BUILDING CONSULTANTS. INC. Io ;v3 1 3 9 75 UPDATE TO 5TH ED. 2014 FHC JK r�_I/1/ P.O. Box 230, Valrieo, FL 33595 N K) NO DATE BY SECTIONS (THRESHOLDS) VVVDDV Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®201 8 R.W.13-L.-ria N6llLTANT6 INC. ' • R;\Olents\Plaslpro,Inc PERMANENTIA-Florida Product Approvals\Fl.-SS210 HVHZ Fiberglass-Impact Opaque and Glazed\C-DmwingsNFL-15230(2017)1F415210.1.6.dwg,7.1 2" m zMAX. 0"= �+ 1.25" yccy f=O _ MIN. _ 3.7 N a v p.,. `O m N p 3 ryn V u, g A Q Q0 O Oo rh A o z 1-114-MIN. g (00 o A EMB.(TYP.) FD I0 A A `o C) —g2jCy.O$ O09. PO MIN. PC A_ Z Z 2.25' 4 1.5'MAX. V W 1s 4 MAX, y p c0 o O Z v. rn 1.5' o MIN. a A D t/1 C 3 Cr g ro y EMB.PP.) �0 £ A `O T O `'(i • Z C, 2 " o y coa m Z MIN. *tSCFfI{l�O����i a n z 4.25' c 1.5'MAX. No.43409 PRODUCT: Document.Prepared By: ` �1 Lyndon F. Schmidt �i�• �CORIDR�• -4 r— O PLASTPRO INC. P.E. No. 43409 _-/••••%•••••��• � I� I ro FIBERGLASS DOOR 4g01YALt��p ,or N'D' F y pr 2 7 24 17'UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: mV�n'�BUILDING CONSULTANTS, INC. p � !A 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rJL'1/1/ P.O. Box 230, Vairloo, FL 33595 IN ro NO DATE BY HORIZONTAL & VERTICAL YYYYYD Phone No.: 813.659.9197 REVISIONS SECTIONS DIRECT TO MASONRY) FBPE C A No. 9813 02012 R.W.BUILDINO CONSULT 8INC. ' R:\Olents\Nastpro,Inc PERMANEWNA-Honda Product Approvals\FL-15210 HVHZ Flbergkw-Impact Opaque and GlazeAC-Drawi gslR-15210(2017)\EL-15210.1.6.dwg,8.1 C > OVERALL HEIGHT A D y HANDLE HEIGHT rn v 0 z e• o 0 rn 0 N c�ii 10.04" 1 rn co � � N N �o \ c 4.63" GO OQO $T oG oaz Q) Kz� -+s 14 �s b N N �s 8.87' ►{ a m l=(-� C (--�� o l� y 5 A X X �:rr.}y A.�11 X X �A X X K Q 0 7< ?O 7 C ]�C A n n �O fi w `ttltn 1 ululrr� 43.07' •'N��'•. P ' QI PRODUCE: Dxuments Pnpmed `4z PLASTPRO INC. Lyndon P. Schmidt I N FlBERGLASS DOOR P.E. No. 43409 i/�''r/Q�A` \` ��5 z -. 3—POINT LOCK DETAILS rrll 11111\\t� N y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. Ip in C 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, Valrtco. FL 33595 ^, N NO DATE BY Phone No.: 873.859.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.8 ILoINo CCN9UI.TANT9 INC. ' R:%Cients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\fl.-15210 HVHZ flberglam-Impact Opaque and Glazed\C-Drawings\R-15210(2017)\R-15210.1-6.dwg,9.1 O C a � o z n Z 3 ® o I B 0 D A d l�lf N O I� m X 7C 3 � m 0 � V A_ �ss O T (p 0 24.25' 23.0" 15.0" `a�nwnp/ �� No. 43409 �7GGG/y�7t 5 * •C $y2 PRODUCT: Deeumenb Prepared By.' � r] PLASTPRO INC. Lyndon F. Schmidt i'FS''•-.......•-�p`�� I� I a N FIBERGLASS DOOR P.E. No. 43409AL UPDATE dNO 7 24 17UPDATE 70 6TH ED. 2017 FBC dJK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 3 9 15 UPDATE 70 57H ED. 2014 FBC 3-POINT LOCKDETAILS P.O. Box 230, VDIrIco, FL 33595 DATE RW Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2D12 R.W.BUILDING C-11-8IND. q 49/16"JAMB P DIRECT TO MASONRY JAMB PP.) ��` * (SEE SHEET 7) `.`�C. •SO (TYP.) %V�: u�K1 Z O m a SEE HINGE L 2X BUCK a M u N•:Z D TYP.HEAD �, DETAIL(TYP.) . a -'5 Z o z &JAMBS o: G 1XBUCK (� aE m 9 m o ~ DIRECT TO Z. E N g o u a MASONRY7 MASONRY D MASONRY 5 U m a a :P. OPENING OPENING TYP.HEAD oz &JAMBS - N FRAME z a o x 2X BUCK 49/16"JAMB M =o i$ Q ~ 2X BUCK ^6-9/16"JAMB N �� o a Im DIRECT TO w N p m MASONRY JAMB(TYP.) t; o r a (SEE SHEET7) o m a a )ADA SILL m ONLY E N N N z BUCK ANCHORING SIRIKEJAMB FRAMEANCHORING HINGEJAMB Ei w qMasonry construction Ln d o0 a CONCREMANCHOR NOTES: DIRECT TO W I.Concrete anchor locations atthecomenmaybe adTustedtomainfointhe min. DIRECT TO MASONRY M DIRECT TO as $ edge distance to mortarjotnh MASONRY d t 2 Concrete anchorfocations noted as MAX.ON CENTER•must be adjusted to M MASONRY M z .o molntotn the m)n.edge distance to modarjoints,additional concrete anchors28 1 X BUCK G n N m a may be required to ensure Me MAX.ON CETdfER dunermon are not exceeded G 1 X BUCK 9 IX BUCK G 3 Concrete anchor table 2XBUCK MIN CLEARANCE MIN CLEARANCE 58 2X BUCK L 11 2X BUCK L 9 ANCHOR ANCHOk MIN 2X BUCKri TO MASONRY --TO A0.IACENT z TYPE _ SQE LEMBEQMENt - 11 w^Z as ffw - 1X BUCK DIRECT TO (AA)MASONRY 11 11 DAM 02116112 i 10 -Co DIRECT TOD t/4° t-1/4• t^ MASONRY G 1XBUCK Scu>: N.T.S. M, UtiwtcoN Gwa ffY: JK m s" 2 TAPCON® 4ASH •1 27 58 2X BUCK clu.m: LFS 3 FR WING Ho.: m I•WOOL)SCREW INSTAUA71ON NOTES: LATCH dDEADBOLTDETAIL HINGE DETAIL HINGE DETAIL n Malntatnaminimum 5/Wedge distance,l•enddistance,d l•o.c.spacing of InswingOUfSWI FL-15210.1 wood screws to prevent the splitting of wood. SHEET 0 OF 12 w O z R:\Cfmts\Pfastpro,Inc PERMANW11A-Florida Product Appmvals\FL-15210 HVI-12 Flbergliiam-Imp-Opaque and GbzeAC-Dmvvings\FL-M10(2017)\FL-15210.1-6.dwg,11.1 L1.4" US' 1.7S'l all C, a, 0 0 ST 20 2 3 t. a C, az ills: :r 0 rs 01 V 0.65 1.2" as TI I N c_ J. in ci 0.937 2 0.7S' w I 0 v No.43409 PRODUCT,. D- nt.Prepared 13'+ -'- PF. Schmidt .. .... .X oe 4� - 'i-it- LASTPRO INC. Lynumon IJ I FIBERGLASS DOOR P.E. No. 43409 I? L-1 —2 7 24 17 UPDATE TO 6 :F,:,D 2 7 OR ASSEMBLY: BUILDING CONSULTANTS. INC. p In :T(2 'EC JK PART UPDATE TO 5TH ED: 114 JK P.O. Box 230, Vctrlco. FL 33595 IN i� NO DATE BY COMPONENTS YvvvVVV Phan. No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.13UILDINO CON—ANTS IN.. BILL OF MATERIALS tO��- n nEM# GESCRIPHO11 MATENAL �^? m A 1X BUCK SG>=0.55 WOOD ►� z F'�O��' 6. B 2X BUCK SG>=0.55 WOOD °�� C 1/4"MAX.SHIM SPACE `��`` >> m D 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ������ z d'm o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI N d z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE v$ E i m a G 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL Q: p ur o`oa 3 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a � mm a a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o K 114'X 2-1/4"ITW CONCRETE SCREW STEEL E o Z L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL `� S �d M 3116'X 2-1/4"TTW CONCRETE SCREW STEEL g N 3116'X 2-3/4"TIW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL cia d 2 FINGER JOINTED PINE FRAME WOOD zo 7 WEATHERSTRIP FOAM cid s 8 DOOR BOTTOM SWEEP VINYLS o 9 4"X 4"BUTT HINGE STEEL N a� 11 #9 X 3/4"PFH WOOD SCREW STEEL z m 9 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPED STEEL u o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL O 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a g 27 LATCH STRIKE PLATE STEEL >!d m u 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL ou k 29 ADA THRESHOLD ALUM q 30 OUTSWING THRESHOLD ALUM/WOOD e 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING ALUM/WOOD na = 33 OUTSWING THRESHOLD ALUM/COMP N 34 OUTSWING THRESHOLD ALUM/WOOD iEF- Ln rn G 36 INSWING THRESHOLD ALUM/COMP mw 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 55 #10 X 1-1/7'PFH SCREW STEEL z 57 BACKING PLATE STEEL _ w 58 #8 X 7'PFH WS STEEL n o g 60 MULTIPOINT STRIKE PLATE STEEL z 62 ENDURATRILENNIUM 3000 LOCK ASSEMBLY STEEL DAM 02116112 ° SCALE N.T.S. o r2 mm.ar. JK m' S cNK BY. LFS 3 DRAWING NOa � FL-15210.1 N s o YI' SKM 12 of 12 N 6 Florida BuiHing Code Online � rx a i BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ; Search Florida ,Product Approval ,^ USER:Public User - ; RECEIVED Product Approval Menu>Application Detail #� FL# FL15780-118 O C T 2 3 2018 Application Type Revision ST. Lucie County' Permitting � R Application Status Approved Comments t Archived p " t Product Manufacturer Soft-Lite LLC �= Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 ..: a' (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative t2 � Address/Phone/Email tN r >' Quality Assurance Representative Address/Phone/Email z- Category Windows Subcategory Double Hung Y Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D -Evaluation Report Hardcopy Received P PY � ? Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report W. Florida License PE-43409 Quality Assurance Ent(ty Farabaugh Engineering and Testing,Inc p 4y pX4I" Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. t. O Validation Checklist- Hardcopy Received r � Certificate of Independence FLIS780 R8 COI (b)Certificate of Independence,pdf Referenced Standard and Year(of Standard) Standard Year ( AAMA/WDMA/CSA101/I.S.2/A440 2008 - ' AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 https:Hfloridabtiilding.orgiprlpr_app_dtl.aspx?paratn=wGEVXQwtDgt3clSAlnEOW6yPiCnocELk3nHvF'sVLJoQah8YcpuivDiUgl/.3d%3d[9/7/2018 8:11:38 A\4] Florida Building Code Online Equivalence of Product Standards Certified By t Sections from the Code 5 Product Approval Method Method 1 Option D - Date Submitted 06/11/2018 T Date Validated 06/13/2018 �t Date Pending FBC Approval 06/18/2018 Date Approved 08/15/2018 `� Summary of Products Model,Number or Name Descrlpt�on s s ' 15780.1 a. "Imperial LS DI-112" Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions I - Approved for use in HVHZ: No FL-15780 R8 II (a)Inst 15780.1.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R8 AE (a)Eval 1578Q.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r 15780 2 "' b. 'S40615H54`(65405)' Double '` Extrutled PVGDouble Hung Win dow,=(X/X Configuration) Hung Window" L Limits of) Use °,! ' Installation Instructions 29 Approved for,use in HVHZ No '` FL15780 R8 1r``( Inst 1578fJ Pdf Approved for use outside HVHZ Yes Verified B Lyndon F.Schmidt;P.E.43409 1 ry Impact Resistant:No "Created,b ,Independent Third Party: Yes Design Pressure:N/A' Evaluation°Reports- ;3 x Other:See;IN5T 1578024or Design Pressure Ratings,any ; 'FL15780 R8.°AE.�(a)Eval 15780.7; additional use limitations,installation instructions and product: Created by'Independent ThirdParty:Yes particulars. 1 .7 15780.3 c. "5400 DH54(G5405)" Double Extruded PVC Double Hung Window-(X/X Configuration) i Hung Window Limits of Use Installation Instructions t Approved for use in HVHZ:Yes FL15780 R8 II (a)Inst 15780.3. dmf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R8 AE (b) Eval 15780.3.pdf 7 additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. 15,780.4 d:"5300 DH53(65305)"Double Extruded'PVGDouble Hung Window-.(X/X,Configu`vation) HungFWindow Limitsof`Use' „k: Inallation°;Instructions` _ Approved for use m HVHZ No FL15780 R8`'II`(a)';Inst 15780.4.p Approved4or use outside HVHZ:Yes Verified By:,Lyndon F.Schmidt,P.E.43409 .=Impact Resistant NoCre , ated by Independent Third xParty ,Xes ' ,Design Pressure: N/A. s, :g ;Evaluatton`Reports °Other:See INST°15780.4 for'D'esign Pressure-Ratings,any.. FLI5 80'RB:AE 'la1 Eval 15780:4':°pdf additional use limitations, installation instructions end product Created'by Independent Third Party i Yes -'particulars i f _ 15780.5 e. "5300 DH53(G5305)" Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window ' Limits of Use Installation Instructions ,£ Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780.5.12df t �z _ Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 https:l;'floridabtiilding.orgipr/pr_app_dtl.aspx?paratn=wGEVXQwtDgt3e1SA]iiEOW6yPiCnocELk3rtHvFR'UoQali8YcptiwDiUg%3d%3d[9/7/2018 8:11:38 ANII Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party:Yes ` Design Pressure: N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FLIS780 R8 AE (b) Eval 15780.S.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15780.6' f.Serres,';Barcelona' Model DH30I" Extruded PVC Double Hung"Impact Window;Missile Level "C" �. (XJX;Configurafioni)�. w �.a. I� Limits of`Use Installation Instructions Approved for use.iq HVHZ. No FL15780 R8 II (a)Inst 15780 6 odf.� _ Approved for use�;o�tside HVHZ:Yes, Verified By: Lyndon E.Schmidt, P.E.43409 ' Impact Resistant:Yes Created by Independent Third Party:Yes; •Design Pressurep N/A Evaluation Reports '. Other:See INSTJ5780.6 for Design Pressure Ratings;,,any FLl'S780-R8 AE Yb) Eval 15780 6 pdf dodltional use limitations,installation Instructions and product Created by Independent ThlydParty Yes particulars 15780.7 g. Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact"Window, Missile Level"D" = &"DH30PI" -(X/X Configuration) r � Limits of Use Installation Instructions ` Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780.7.2df 51 AR Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes f"rI , Design Pressure: N/A Evaluation Reports Other:See INST 15780.7 for Design Pressure Ratings, any FL15780 R8 AE (b) Eval 15780.7.pddf_ a additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. a iw w � 15780:8 I h.Series'tiBarcelona' Models DH30I' Ext`rii'dedPVC Double,-:Hung."Impact Windows High Velocity' &"DH30PI"° Hurcicane'Zone-(X/XGonfiguration)' Lim its of Use .` Installation Instructions k C Approved for use in HVHZ Yes FL1'5780.118 II (a)Insr 15780 8 pdf w: •Approved for use outside HVHZ;Yes, . - UeIfied.By: Lyndon,F Schmidt, P E,43409 ,Impact;Resistant Yes„ 14'tl , Created by'Independent Third Party ryes Design Pressure:N/A' � .- ° Evaluation Reports;: Other:See INST 15780.8 for Design Pressure Ratings, any, FL15780 R8, AE (bj,Eyal 15780 8,pdf additional use limitations,.installation instructions andproduct, Created by.Independent ThirdParty.:Yes. paiticulars.. o . „. 15780.9 i. Series"Barcelona" Models"DH30" Extruded PVC Double Hung"Non-Impact" Window-(X/X &"DH30P" Configuration) cs � aP Limits of Use Installation Instructions Approved for use in HVHZ: No _FL15780 R8 II (b)Inst 15780.9.2df • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party:Yes , Design Pressure: N/A Evaluation Reports Other:See INST 15780.9 for Design Pressure Ratings, any FL1.5780 R8 AE (b)Eva[ 1.5780.9.2df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. , W_ Contact Us:_2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 xro The State of Florida Is an AAMEO employer,Copvrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement k� 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 emalls 2+� 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. j' Product Approval Accepts: � �� r CfOdlf Cid[d saieM'-.. https://Iforidabuilding.orgipr/pl_app_dti.aspx?param=wGEVXQwtDgt3elSAhiEOW6yPiCnocELk3nHvFWLJoQahSYcpmvDiUg%a3d%3d[9/712018 8:11:38 AMI R .W R 'UV Building Consultants, Inc.. B Consulting and Etiguteerin Service"s For the�piij. mg Industry C 'RO..Boxs230 Vairico,FL 33595 Phone,91165%0.191' Florida Board of,Professional EnbineersCertMaile ofAuthorizatfij No:9$13' ......... -........Product .w• , Category Sub Category Ma;nufacturer Prod�tcf Name=. Soft,LtteLLG "Barcelona Vlitndows Double Hung; 10250 Philipp'Parkway, 'Model'OH301"&"DN30P1" Streetsboro,f0„H,44241 Oouble,Hung Window, 528=3400: Scope: Product Evaluation report.issued by R,W°Building Consultants, Inc.&Lyndon°F Schmidt,P.E.(System;ID#1998)forSoft Lite:LLC.,based on;Rule Chapter No 6.1 G20=3,;Method 1,D ofth&State of Florida Product Approval;,Department of Business'&-Professional Regulation. RW:Buildings Consultants and Lyndon F..Schmidt,P;E,do not have nor will.aequlre financial.Infgrest in;the company manufacturing or tlistributing:the product,or in any other entity involved;in the=approval process`offhe:product;named herein:. Llrntafiaris 1..Thi,!product has been evaluated and_is in compllaI with the<stFl Edltton':(2017).1=lorlda:BuOtlmg:Code:(FB_C)structural`requirements ,including the"Hlgh Velocity Hurricane Zone". 2Z.,Product anchors shall be.asAiste.dand ispaced"as.shown on details.Anchor,enibednient to base material shall berbeYond wall dressing; or stucco. 3' When used in"HVH7,:this product<complies,with Secfion,1629.of'the,FBG and doesmot:require°an impact-resistant coyering. 4. For 2x stud;frah#hg.corisfruction,anchoring of these.uriitsshall'tie.the same asYthat shaven f6r.2x Duck masonry constructior♦. 5. Site conditions that:dev ate4om.the:details 16fdrawifig.FL-15780,;;$ffdqUire futtt er�6hgineeringanalysis by a licensed. engineer or.registered.architect. & This-,product meets-the water infiltration requirementsfor"HV Hr. 7,See drawing F..L-15780:8 fovsize and•design pressure limitations.,, S ipptsrtlnq Doc11 s 1'r Test Report No., Testhttah_dard TestincuLaboratorv; Signed�bti TEL 03001734 TAS 201 202,&203-9:4 Testing'Evaluation Lab.,.lnc Lyndon r Schmidt P;E; 2. tlAiami Dade NOA, Materials Testing: 1-7-0712;04 Saflexe PV13Interlayer(Eastman,C#emical.Comp' 0y) 15=052"8;13 PVC Extrusions(Vision:Extrusions Ltd) 3. .Drawing No: Prepared by SignedA,Sealed.xby No.FL-15780:8, RW.Building.Gonsultants, lnc (GA#9$1S) Lyndon,F Schmidt,RE. 4. albulatioriBuck Anchorin RW Bu Id rig Prepared Inc.(CA#5818) � � � ? �9� . Signed&Sealed' . g g ,( )� °°°�. ,;, ,� ��, Lyndon F'.Schmidt,P.E; . hr,° ASTM E1300 Glass Load, Lynidon,F-Schmidt;.P:E °�.V G =5. 00alitV AsbUrafice ,43 Certificate of Participation Issued by Farabaugh Englneenng and`, =P ° °' Testing;Inc certifying that Soft Lite LLC Is manufacturing products ° bina01 pro9ram,that,.complies 1+vlth"lS01 EG .�'cJ �v . S"[ 17020:=_and=Guide 53. 44R..t Lyritlon F.Schmidt.PIE, FL PE"No.43409' 16111/20,1;T sheetl' of 1'. � , gg L V' eq w !I • �\\. J O O.tC Bringing quality ro Iight. {I r1 10250 Phlripp P.drkrvay. s a a Sfreefsboro,Ohio 44241 ^d i o z, r p m c W "TARCELONA" SEE CHART FOR SEE CHART FOR a c t � FRAME SIZES � � FRANIESRES .� �1, � CZ Model "DH301" and "DH3'0P1" E �� oft' -Lite 3d DOUBLE HUNG WINDOW ,, ?� W "IMPACT' ' Z v .._ X X :, 2 Zw Cd ag a� GENERAL NOTES ¢a F 1. This product has been evaluated and is in with the 6th Edition 420171 PI a a Florida Building Code(FBC)structural:requirements including the"High Velocity o Hurricane tone"(HVHZ). N LL 2. Product anchors shal:be as listed and spaced as shown on details.Anchor X X m embedment to base material shall be beyond wail dressing or stucco. 3. When used in the HV&this product•complies with Section 1626 of the FBC and does not require an impact resistant covering. z 4. For 2x stud framing construction,anchoring of these units shall be the some as that 4 $ shown'for2zbuck masonry construction. Model TH30P' ModelTH30PP' S. Site conditions that deviate from the.details ofthis drawing require further engineering analysis by a licensed.engineer orregistered architect. o: 6. This product meets the waterinfiliration:requirements for the"HVHT'. p: F 8 _ TABLE OF CONTENTS MAX MAX DISIGN PRESSURE(PSF) SHEETO DESCRIPTION MODEL } FRAME a DLO GLASSx s o 0 1 Typical elevations,design:pressuresand general notes" �, i 4, Li(MENSfON *'DfINENSION' TYPE POSIT IVE NEGAINE z 2 Horizontal cross sectionso "DWW SU"X.74.5" 46;25"x33.875" GT +55.0 •65.0' scN r N:LS. 3 Horizontal cross sections _. owc.er. JK m 41 Vertical cross'sections " 5 5 Buck and frame anchoring DH30P1" 54.0"'X 76:5" 46.25"x 33:50 GT +5.0 65.0 alk er LFS 3 x, 6' Components OWING Nos w' 7 Components FL-15780.8 'o 8 Bill of materials and glazing detail ro d: SHEET 1 OF 8 � a Hardware Notes: 1 2 3 1-1/4"MIN. ����� * •.. /Vj�'�, 1.Locks(2)located on lock rail 4 4 4 EMB.ITYP•1 10"from each jamb. C SEE DETAIL I SEE ANCHORING SHEET om 2 24 8 Gl J x 33 28 •.... ��. ? m 2 INTERIOR INTERIOR ' 24 ///b �Irsts� on°0z° 2 I 7 aao 3 ^8so 9mOcow 2 v 4 \j�1\ a w maa� av V S 0Z a '1d ❑ 13 9 ❑ 1 X ` i EXTERIOR EXTERIOR z o 3r YW 4 4 2 HORIZONTAL CROSS SECTION DETAIL 1 �I vol o E $ Shown Direct to Masonry 0 B a G m C 24 SEE DETAIL 1 A 1-1/4'MIN. C SEE DETAIL 1 M 33 28 8 G1 EMB.(TYP.) 24 33 28 8 G1 INTERIOR INTERIOR z G d z ❑ 13 9 ❑ 13 9 W z � J • • 0 $ a EXTERIOR K 0 EXTERIOR z 1-1/4"MIN. Dale 4/14, 17 i EMB.(TYP.) DN.T.S. o E 1 ' owe er. JK m g CHK MI. LFS 3 1 HORIZONTAL CROSS SECTION 1 J31 HORIZONTAL CROSS SECTION FMW1N No.: 2 2X Buck Construction 2 Shown w/1 X Buckr FL-15780.8 a bSHEET_L OF 8 z R:\Olents\Soft-Ute Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-8.dwg,3 A Z ,mac m s aM 'O o y N CAn Z M A r ❑ �Z ° w wN _ G1 °D rn o O �•• m 2 — p O n r O r— ° 22 CA) 0 ❑ w A A m CD Z w w oa w ,n I22 I0 m ww �J1 a S — n z 0 N T N Z w oa m 0 " O a 0 A p iiiiLll ltlFF/j� F,SCHIL �!i GNo.43M1D9 ' — D r" Q PRODUCT: Doaumente Propa BY: 4 .!0LOR10f r� up SOFT—LITE WINDOWS Lyndon E No F43409 Schmfdt � L sy PART OR ASSEMBLY: GQ BUILDING CONSULTANTS, INC. Io N —. Jli P.O. Box 230, Valrico, FL 33595 m m X NO DATE BY HORIZONTAL Phone No.: 813.859.9197 REVISIONS CROSS SECTfONS FBPE C.A. No. 9813 0 2017 R.W.9UILDIND CON9DLTANia INC. R:\❑lents\SDR-Ute permanent\A-Florida Product APPnvaIAM-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-8.dw9,4 1-114 MIN. 1-1147MIN. EMB.(PYP.) EMB.(M.) 'o N m IM .. N m A sw n w to A� A N � gag•� m� D 3n �� b o, r o x ' p z I0 m 1 1147 MIN. EMB.(TYP.) o" N y m No 2 •o w {� A W 0 A A I 1.46' rp 0- W 0-21b Nor �� o c f7 c O o C CD O -" o Q t W Z to z C.) EMB.(NP.) v m x w � IJ A P p W � fD N 1 b" 0 ❑ A � a wEl 4) n a �" 0 r A ❑ N Z I0 1.457•• N0.43409 EMS.(iYP.) 1.957" - ./''Zf, PRODUCT: oecumanfa Proparod r •' w SOFT-LITE WINDOWS Lyndon F. Schmidt J"�i '..matin'' P.E. No. 43409 'iOJyA4t \\\ BUILDING CONSULTANTS, INC. PART OR ASSEMBLY: �/�t�7�/ rl V�1 P.O. box 230.V659.9 7 33598 Jo � tr) -� VERTICAL YV Phone Na.: 813.688.9197 M al `4NO DATE CROSS SECTIONS FBPE C.A. No. 9at3 REVIS ONS 02017 R.W.BUILDING CDNDUL—Nte IND. gyp,) 10.5"O.C.PP.) (Zj? 8 Z Pc',♦♦e__, Qum n ` U N•• o U xZd D 2X BUCK F a: $.0 m�w 1XBUCK G != Ce a rn 5 d npt� SASH m a a BUCK DIRECTTO H `� ? c d 2X MASONRY `E �°F Z BUCK < FRAME—"" HEAD&JAMBS 3a 11 (TP.) RAIL o 2X BUCK M o MASONRY MASONRY OPENING 1XBUCK KDIRECz OPENING] — SASH MASONRY D 3 J MASONRY m THROUGH TILT o LATCH BLOCK o Om Y r i O al m FRAME ANCHORING BUCKANCHORING u g z s o_ a D 8 CONCRETEANCHOR NOTES: G 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a e maintain the min.edge distance to mortarjoints,additional concrete anchors ? $ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor table: ANCHOR ANCHOR MfN i`lN1tNaC:C.�AtiA:tVC6':::lAINr#EA:RANCE: ry 70 Mi4SONRy 70AD...; p n TYPE EMtlEbM, z o EDGE . ......: ANCHOR :::1 0 INJ w- 4114117 i 5 TAPCON® 1/4" 1-1/4" 2" 4" sone N.T.S. ° g ELCO ® 1/4" 1-1/4" 1" 4" owo.� LFS 3 WOOD SCREW INSTALLATION NOTES: orawwc No n 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15780.8 p wood screws to prevent the splitting of wood. SHEET 5 of 8 L7 z RA(Ilents\Soft-Lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-B.dwg,6 N 0 V O - o N T N w w • a 0 W II / � U T 0.065" 2.BT' 0.95'-- 1.5' 71 WT ti T m n z y 92 1 0 Z � Di 0.2T' 0.86" Ja_ G 1}� Z Le O O a 0.065" LOS, A I00 �-►{-0.39" 0.32" Li $ 0.09" 1 W 1.05" 11 A 027' G/ No.43409 2ri.. g� $ PRODUCT: Documents Prepared By. ELD>ZLDA:' �Z. I� o SOFT—IJTE WINDOWS PC. NoF4,3409Idt ��i�•/S�OIG;6�`` r— -1 4` PART OR ASSEMBLY: 'R / BUILDING CONSULTANTS, INC. Io to JL�/1�P.O. Box 230, Valrloo, FL 33595 0° m `I NO DATE BY COMPONENTS vv Phone No.: 813.659.9197 REVISIONS FOPE C.A. No. 9813 0 2017 R.W.BUILDING CD—UL—NIC INC. t a R:\Clents\SaR-Ute Pennenent\A-Flodda Product Approvals\FL-1578D Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-B.dwg,7 2.87" o 0 L o l � m O 1.96" V gqO Fa y T1} 0 b P O CA O w a n2 �a NO -s m � b rw E o 2.39" 121" 1.07"—►I w 0.41" d y 0 O z 0.06' CD rn 0884' o I 1.96, '1141.116,lCHF1I,l No.43409 � 6•Fz9., * e*r F $ I PRODUCT: Deoumente Prepared By. 7 �~ don I�ISOFT-LITE WINDOWS PP F- No. 43409 Idt �'� OINALi c ? BUILDING CONSULTANTS, INC. PART OR ASSEMBLY: Ice0 x fn -. P.O. Bax 230, VDINeo, FL 33595 m `� NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. g813 , 0 2017 R.W.BUILDINQ CONBULTANIB INC. .�`%%%%J.......11 BILI OF MATERIALS .: ... nw t MATERIAL Cr' A IX BUCK SG 0.42 WOOD =_/�' oe A=() B 2X BUCK SG>=0.42 WOOD =0; 3<=–�� ' 4 E C 1/4"MAX.SHIM SPACE - 5�;• zO,��� 6; D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL - '. ��.` z in Co a3 MASONRY-E 301 OR HOLLOWOPSI MIN.CONCRIETE BLOCK CONFORMINGOTOFASTMING C9pTO ACI CONCRETE '''���/��L7� I�►t � `` z d;;d F #8-15 X 2'TRUSS HEAD SMS(13/8"MIN.EMBEDMENT) STEEL ; 9 0 x zo G 1/4"X 23/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ f E m z m c o H 1/4!'X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \, '=0 5 `o a K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL V a a mm a a LL M #10 X 23/4"PPH WS(13/8"MIN.EMBEDMENT) STEEL a �d I FRAME* PVC 2 HEAD' PVC i 3 WEEP HOLE COVER* PVC 4 SILL ADAPTER* PVC 5 TOP UFT HANDLE' PVC v,=' 6 KEEPER RAIL' PVC o zo 7 LOCK RAIL' PVC 3 Q� 8 PLAIN STILE' PVC w �N 9 GLAZING BEAD* PVC 5/8"GLASS BITE DOW 2400 SAS j m o5 10 BOTTOM LIFT RAIL* PVC 7/8"THICK 2 �o F 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 1/8"ANNEALED y D ma 12 REINFORCEMENT(6065 TS ALUM) ALUM. 0 0 13 REINFORCEMENT(6065-T5 ALUM) ALUM. f—0.090'SAFLEX PVB INTERLAYER �a a 14 HEAD POCKET INSERT* PVC 15 SLOPED INSERT* PVC 1/8"ANNEALED m 9 16 SLOPED SILL' PVC v 20 LOCK - AIR SPACE 21 LOCK KEEPER - 24 TILT LATCH BLOCK - I ff ANNEALED OR TEMPERED GLASS* 25 TILT LATCH 26 #8 X 1"PFH TEK STEEL STEEL INTERCEPT SPACER a oGLAZING DETAIL N 27 #6 X 1"PFH TEK STEEL Glaj 28 WEATHERSTRIP(187-270 TRI-FIN) x 29 BULBSEAL - 30 BULB SEAL - n 31 PIVOT BAR STEEL "HVHT'GLAZING NOTES: i a 32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 $ 2. TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND.33 BALANCER BRACKET - a F THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i _ EXTRUDERS LICENSEES IN HAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z DATE 4/14/17 = scuE N.T.S. D € M.W. JK m CHN.Ertl. LFS 3 DMX7NC NO.: R r r FL-15780.8 n SHEEP 8 OF 8 N -Florida Building Code Online & y a a - BCIS Home 'Log In , User Registration Hot Topics {. SubAt c r � Stagy s&Facts 'ublica n F13 aff —,tq!T Links Search d, blodd, Product Approvaltip. USER:Public User Product Approval Menu>Application Detail ED ate+ x FL# UApproved � Application Type 2018 = Code Version Application Status L:j f Permitting , Comments Archived Product Manufacturer FO pro Inc./Nanya Plastics Corp. ` a Address/Phone/Email W CENTURY BLVD. Wml� ra a ANGELES,CA 90045 )969-9773 Ext 16@rwbldgconsuItants.com a - Authorized Signature Vivian rig t :0;�11-5 rickw@rwbldgconsultants.com s Technical Representative Scott Johnson e Address/Phone/Email 5200 W Century Blvd. ' Los Angeles,CA 90045 (440)969-9773 Ext 18 �O 4 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 i ` (440)969-9773 Ext 16 ronoconnell@plastpro.com � r Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lyndon F.Schmidt, P.E. Evaluation Report l� Florida License PE-43409 " : . Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 A Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence _FLIS210 R6 COI (a)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 https:i/floridabuilding.orgipripr app_dtl.aspx?param=NvGEVXQwtDgv3yVVKJZ IQRCFPqu8gbCgpaL%2fcNld8xBvDdrXK-,poHIdA%3d%3dlli3/2018 2:16:32 P.1,1] � t Florida Building Code Online ASTM D635 1998 ASTM D638 2003 $ ' ASTM E1300 2004 .. ASTM E84 2005 ASTM G26 1995 � G 155 2005 TAS 201, 202, 203 1994 � f Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards.pdf Sections from the Code �5 n Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 " Date Approved 12/12/2017 - r— <,:--"mom--^- z, e� •s .'.1�.^_.�.--.^-^'•,_" Summaryiof'Products , E `FL#y Model;Number or Name Oescrlptlon`s '" *.; 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- � �°r Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.L 2df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1 Fjdf =' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210:2" - b.Smooth/Wood Grain/White Wood 68:"1 pact"'b paq de"F!berg iassSingle Door with Sidelite'& Grain/Rustic/Mahogany Series O Sidelites-inswing/Outswtng(.OX orwXO, OXO-Con figuratloris)` . - Fiberglass Door Limits of.Use Installatio[i Instructions Approved for use in"'HVHZ Yes' FL•jS216 -R6 lI (bj Inst 15216 Approved for use outside HVHZA Yes Verified By::Lyndcn'F:Schmidt,P E 43409 Impact Resistant Yes Created'by_Independ'ent Third Party Yes , $,P ,Design Pressulre'., /A " Evaluation Reports' g t Other:See INST,15210.2for Design Pressure Ratings, any FL•15210 R6 AE (b) Eval 15210 2. dmf _ addttronal3use limitat!ons,,installation instructions anrd product Created by'Independ'ent Third Party: ",Yes, ,pa,,iculars :s 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.3.12df "4 additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.4 d Smooth/Wood;Grain/White Wood V8 Impact",Glazed Fiberglass Single Door--Inswing/Outswing. .Grain/RusticjMahogany,Se�ries Or�`"; (X eConflguration) t'° Fiberglass Door . .__...._._._.�-_. https:/Ifloridabuilding.orgiprlpi_app_dtl.aspx?param=:ivGEVXQwtDgv3yVVK1ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrY,K.xpoHIdA%w'd°oid[1/3/2018 2:16:32 PM] z Florida Building Code Online ' Limits of-Use ,� � „ Installation Instructions >Approved for use i6 MVHZ Yes FL152-10°R6 II ( Inst 152Y40 Adf a ,- Approved for u"seroutside HVHZ:.Yes � � Verified By: Lyndo6-F.Schmidt, P.E.43409 `Impact Resistant:-Yes Created by Independent Third Party:.Yes-' Design Pressure:N/At „ Evaluation Reports Other:See INST i5210.4-'for Design Pressure Ratings any :FLI:5210 R6-AE (bjEyal`15210.4.Rdf ." additional use limitations, installation instructions and product Created by Independent Third Party. Yes,,r articulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO-Configurations) Fiberglass Door z � Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FL152.10 R6 AE (b) Eval 15210.5.pdf w 'Y additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210:6 f.Smc'l ood Gram/Whl'te'Wood - ,6 8!'impact"Glazed Fiberglass Double'Door With or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX, OXXO-Configurations) Fiberglass Door Limitsof Use Installation Instructions ,- R,,; a Approved for use mHVHZ Yes. FL15210 R6 II (b)Inst 15210 6 odf Approved for use outside HVHZ:Yes Verified By: Lyndon:'F• Schmidt, P E 43409 "- impact Resistant:Yes �� Greated'by Independent Third Party.,�Yes c. y,x Design Pressure: N/A'. , Evaluation RepoFts ` Other:See INSt' 5210.6 for Design.Pressure Ratings,any - FL15210 R6 AE (b),Evai 15210.6.p df ; aiiditional use limitations, installation instructions and product Created by IndependentThird Party ;Yes particulars 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- " Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door =- Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.7.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes �r particulars. f a 15210.8 h Smooth/Wood Gram/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Gram/Rustic/Mahogany Se(ies 0 Sidelites,-Outswmg(OX or'X0; OXO „Configurations)a, _ Fiberglass,Door � Limits of Use Installation Instructions se Approved for uin HVHZ Yes` , FLj`521`0 R6 FI (h)IinstI4210 8 pdf- "Approved,Tor use outside HVHZ:=Yes Verified-By: Lyndon.,F'Schmidt, P.E.43409 } Impact Resistant:Yes Created by Independent Third Partyf Yes Design Pressures"N/A _ Evaluation Reports, ' Other. INST'15210.8'for,Design°.Pressure Ratin9s,.ariy ` �L15210aR6 AE (bj Eval"15210.8.�df additional use limitations, installation,nstructions and product ' Created by Independent Third Party'-Yes 1 particulars „ 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without 4 - Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 FI (b) Inst 15210.9. dmf Approved for use.outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any EL15210 R6 AE (b)Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. '. 15210.10" <;>. j. Smodth%Wood Grain/,White`,-'Wood 8 0"Impact"Opaqui'£Fiberglass Singlesboor-Outswin$g(X"- "sem Grain/Rustic/Mahogany:Series'O ` •Configuration)' Fiberglass<Door https://floridabuil(ling.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgv3yV VK,171QRCFPqu8gbCgpaL%2feNid8xBvDdrXKxWFUdA°/aid%3d[1/3/2018 2:16:32 PM] Florida Building Code Online Limits of Use Installation Instructions approved for use m,HVVHZ Yes ` FL15210 R6 II (b)°-Inst"15210 10 Approved for use outside HVHZ:Yes. V6hfied By: Lyndon`F.Schmidt,P.E.43409', K Impact.Resistant Yes Created by Independent Third PartyYes Desi mpessure N/A z Evaluation Repo Ortsa F�- I 1eg'sVa5210 1`0.�p°df additional use.limitations,installat on Instructions,and product Created by Independent Third Party:Yes particulars - r. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.11. d]dff Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.11. dmf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12" I.SmootHJllVood'Gram/Wli`te'Wo`od 13 0'' Opaque"aFibergless`Double Door.with or.without -e Grain/Ru'stic%Mahogany,Series,0 Sidelites-Outswing-(-XX; OXXO-Configurations), , Fiber lass`Do, . or , g =� Limits'of-Use _ InstallationInstructions ; Approved for use in HVHZ:Yes.' FL15210 R6 ii W)Inst 15216:1,df Approved for use outside HVHZrYes Verified By: Lyndon F.Schmidt P.E.,43409 „ > Impact Resistant Ye's, _ 3 �k Created by Independ6rifThird Party :Yes Design Pressure--N/A ', 'Evaluation Reporfs. Other;;See'INST 15210.12 for Design Pressure Ratings,any F 1 10 R6,AE (b),Eval 15210 12 pdf additional.use•limitatlons installation instructions and product Created by IndependentThitd Party,Yes `. t particular•"s, Single Door with Surface Bolts".. 1521013 mSmooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiber lass Sin P9 9 Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) e , Fiberglass Door pyo Limits of Use Installation Instructions c xr Approved for use in HVHZ:Yes FL15210 R6 11 (b)Inst 15210.13.odf 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ' Other: See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.13. dmf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14. .n. Smooth/Wood:Grain/White Woo_d 8'0"Impact!'Opaque Fiberglass Double Door with Surface;Bolts f ;Grain/Rustic/Mahogany Serles'O on ActrveDoor panel: Outswing(XX=ConflguLation)o' = { Fiberglass Door Limits of'Use Installation Instructions g proved"for,us inHVHZ Yes "r Fl JaUj 0R6�II (b)-•In,; 152 1,0 14 ndf Approved for use.outside HVHZ:Yes Verified By::Lyndon F.Schmidt, P E",'43409 Impact Resistant:'Yes _ Created by Independer)t Third Party:Yes,. Design Pressuret N(A Evaluation Reports, ' ';Other: See INST 15210.14 for D`esign.Pressure Ratings;,any FL15210 R6.AE (Z,EEyal 15210 14 `dmf additional.useJimitat ons, installation'-instructions and product.. created'by Independent Third Party.'Yes particulars 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTTM an operational window insert-Outswing(X- 4 y , Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b) Inst 15210.15.ndf f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 r €` Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any FLI5210 R6 AE (b) Eval 15210,15,12df additional use limitations, installation instructions and product Created by Independent Third Party:.Yes particulars. s txFM M B bry https://flori(Libuilding.oTg(pr/pr_app_dtl.aspx?parani�vGEVXQwtDgv3yVVKJZ IQRCFPquSgbCgpaL%2fch4d8xBvDdrXK\pol-HdA%3dOOd[1/3/2018 2:16:32 PIM] Florida Building Code Online Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 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 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 i= 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 hare- Product Approval Accepts: Cred]t Card https:rlfloridabuilding.orgtpdpr_app_dtl.aspx?param==ivGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL°o2fcMd8xBcDdrXK.VoHIdA°/a3d9o3d[1/3/2018 2:16:32 PM] R R W Building Consultants., Inc. W 'B Consulting and Engineering Services for the'Build'''.Industry C P O Bor R30 Valric9 FL 33593 P.oOc*i3.W.9197 F.Ioh&Board o`fProfessionMl Engincers Certificate:of'Authonztion-No 990' Product. - ;Category Sub Category, Manufacturer ro._uct ame P,lastpro,Inc -Smooth TViboid Grain/White Wood Grain Extet:ior Swinging. Exterior:Door 5200 W Century Blvd:; Rustial Mahogany Doors Los An eles,,CA 90045' Serlbs A riberglass Door Assemblies 9 _ _ Phone 440.969.9773 _ - _ . InswinglOut§wmg-."linpac$'" Scope: Product Evaluatton.report issued byR W Building Consultants Inc:,&Lyndon F Schmidt,,P--'.E..(Sysfem'ID#1998)for Plastpro lnc;,based on Rule Chapter bio 61,620 3;Method 1_D of th6L$tate of rlonda ProBuct Approval,Deparfriient of` Bi'siness:&Professional'Regulation, RW Building.Consultanfs and Lyndon F Sgkrmi t; P: - do not have nor wdl acquire fnancial:lnterest in-tftd6fbpany manufacturing ar;dist'butin.g tha product or?in any other entity involved in-,the approval process'of the product named erein L'imiMdons: 1: This'produ_cf has been evaluated and is in compliance with:the 6th Edifion(2017)'Florida Building.Code structural;requ rements including the,"High Velocity.Hurricane Zone•'`; 2..Product:anchors shall Ibe as listed and spa cedas•shown on details.Anchor errbedmentto base material shall be beyond:wall dressing or stucco. 3:.When used in the 'HVHZ"this product:coht plieswith;$ection 1:626,Qf the Florida=.:Building;Code and does not require an impact resistant covering. 4. When`used in:areas outside of the"HVNZ"requ nng v�rin0 borne debris protection this product compUes:with FBC Sections 1609.12<&I R301.2.1.2 and does'riotregaire`an'"impact resistant covering.This prgduct meets missile leve("Q'!and ineludes'1Nnd Zonex4 as defined in ASTM`E,1996 dfid FBC:Sections 1.6091,27.2&R301;2.12:1. ;5. For2xxstud;framing-construetion,'anchoring'.offhese units shall be the same as that shown;for 2xtt uck masonry construct,- :6. Site conditions that:deviate,from the details,iof drawing,FLG1521.0 require further rengineenng analysis by a;licensed-engnee"r or registered architect: 7: Outswing confgurationsameet w.Aterkihfiltraticn:requirements for"NVHZZ':, All.other configurations do fiot meet,fhe:weter infiltration requirements for the"'HVHZ"`.and mu"st'be instailed only`in non habitable areas or'at habitable,lotat ionsx_protected'by an overhang;or canopy such that thesangle between'the edge of canopy or overhang to'sill is,less;than_45:degrees: 8 S e draw ng; L-1521;0:4 for:size•and des' n.pcessureaimifafions, upporting_ oe: --. Test:Standard, Testing Lab6—atory ;Signed bu TEL 01390365` TA$201=94,20294:&TAS•203-94' TO-hg,Eva luation Lab_jnc; Lyndon F.-Schmidt,iRE. TEL 01391890- TAS 201-94 202794&TA$'203-94 Testing Eva1-t"-'Lali,Inc; William Shelton;P.E, ETC=05=255=167.7.6,0 ,45TH D 635-98;638-p3,,fV6-'96&,2843-99 ETC Laboratories Joseph LLD' 6ldan,R.E. ASTM G,'26-95 ETC-06-255-17412:0 ASTM E81-4--'-0-51 ETC L`aboratones Joseph L POOR.:P a _ - J. E,TC=Q7.=209=19303:0 ASTM-0.6-35.08,,638=03,.1929:-96&'2843,99. ETC,Laboratories, I3en Meunier. 2; Miami=Dade NOA 'Materials, 17 0712 05 Saflex PVB;lnterlayer..(Eastman_Chemical Company); 16-2(m-71 'Boyal MouliJings'(Ext: Drawit g No., °Rrepared=by 'Signed&Sealed by. No:-FL-16-21d:4 RV116uilding Consulfants,.lnc:(CA#9813): qb @n rbF!,pj Lyndon F-.Schmidt,' E. -of . 4: Calculations, Prepared:by 0c� 'tee iv,�, .`��� 'Signed&Sealed by Anchoring R1N Bwlding,Consultants,Inc.(CA#9813). 5" a � �° Lyndon F:;Schni dt,;P.E. ASTM E 1300Glass Load Lyndon R Schmidt,P.E 5:. Quality;Assurance o :Ati a TA71-E OF lo7 `ay Lyndon.F'Schmidt R,E. o,dAa�` arisesg �� FL PB 9/18/207 Sheet 1 of 1 fill last ro = : o 5200 W CENTURY BLVD. HE v.'•' Z �' o' " LOS ANGELES, CA 90045 37.5'MAX.OVERALL �111111r nfi+ N Smooth./ Wood Grain / White Wood Grain � o Z' e 0 Rustic/Mahogany ; ' z Z.� � P Em -mm, . t1i: °y u O c,W . J 0.6 :Series O Fiberglass Door m 0.a rn o INSWING/OUTSWING 9Z' S "IMPACT" GENERALNOTES z �z i3 11 This producthas been evoluated:and is incompliance with the;6th Edition(2017)florlda Building ! o n Code (FBCj strucfural'requirements including the"High Velocity Hurricane Zone"(HVHZ). O ?o 0 2. Productanchors.sholl be as fisted and spaced as showman details.Anchor embedment to base an m material shall be beyond wall dressing or stucco. wl w a w am ¢a .3. When used in the"HVHZ"this productcomplies with Section 1626 of ttfe'Florida Building Code ando f 9 does not require an impact resistantcovering. of z a 4 4. When used in areas outside of the"HV HZ"requiring wind borne debris protection,this product w ° a $ compries with FBC Sections 1609.1.2&R3011.1.2 and does not require or!impact resistant covering. O 0 $ 'This*,product meets missile level'D"and includes Wind Zone 4.as deFmed,in.ASTM E 1996 and FBC, N ih g Sections 1609.1.2.2&R301,2:1,2.1.• m - ee 5.. For 2xstud construction,anchoring of these units shall be the some as that shown for 2c buck masonry construction. N N cn 0 6. Site condi ions.thai deviate from the details of this drawing require further engineering analysis by a w w _Ngz N licensed engineer orreghtered architect.. L 0 00, .7. Outswing configurations meet water infiltration requirements for"HVHT`.All other configurations do not meet the water inharaf'ion requirements for the"HVHT'.and must be All only in non-habitable <a a areas or at habitable locations:protectedby an overhang.or.canopy such that the angle between a a » z t; the;edge-ofcanopyoroyerhang to sill is less than 45 degrees. �U) F .._. z B TABfE'OF CONTENTS N $ SHEET# DESCRYTONSHEET# DESCRIPTION MAX DES(GN PRESSURE PS n n 1 Typical Elevations;Design Pressures&General Notes 8 Horizontal&Vertical Cross Sections(Dlrect'to Masonry) F7Y„ �02 z v 2 Door Pahel Details 9 3-point lock details CONP)GURATiON i RAME k 16 12 i i 3 Lite;frame details and,glazing details 10 3-poirit lock details DIMENSION P©SLTIVE NEGATIVE., scar NILS: 4 Horizontal,&.Vertical Cross Sections(2X Buck)- 11 Buck and frame anchoring_ oWc.sr; JK m _.. x 37X x 82A" +75.0 -75.O = 5 Hor¢ontdl&VeHical Cross Sections(1 X Buck) 12 Components cirK o: LFS 3 Vertical Cross Sect olnsrau(Thresholds) Direct to Masonry) 13 B11.of materials _. e e s & h r a an r e oanmxc ao 6 ( me esign pressure rmi ations N s. 7 (Th FL-15210.4 0 o _ SHEq '1 oe 1"3 A a GI G2 2 8" 14`- O.T' TOP RAIL ``�.� Fr EXTERIOR 0.4' (COMP.) ?• ��' uqi _r e . ♦ •e :n• Z Q'. �: o m ri INTERIOR rrr! Ill�� z dw o CAP(PVC) ,n v 0 -Z CAP(PVC) LATCH STILE(LVL) 4 Ea z m°c 0 HINGE STILE(LVL) o 9 o O`n. 1 HORIZONTAL CROSS SECTION N m a a 1� $ E 0z cW 35.75'DOOR Ni W. ?0 0 MAX DESTGN WIDTH MANI...... RER MOpEL o�n w w ........ PRESSURE:S it w 2 KNOB. SIGNATURE SERIES G) a 0 2 KWIKSET D O T: Sp"Tu TU 1 —75 G2 am m 0 KNOB: 'F SERIES(F51) SCHIAGE DEADBOLT: V SERIES(660/62) ±75 00l INTERIOR EXTERIOR a PAMEX DEADBOLTI. FD SERIES SER {75 ' m v / Y�} o &L) o HOPPE MULTIPOINTIOCK HLS90003 POINT TONGUE ±50 la na 9 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3•PT) ±75 ° N N g = 1 p ^ See sheets 6 and 7 for multipoint lock details. w z� SEE HARDWARE FIBERGLASS SKIN 0 0 tr P ( TABLE 0.125'MIN.THK.) ' °'• ¢a FOAM CORE >> (POLYURETHANE- ,•�y• m $ j SEE HARDWARE 1.9 PCF MIN.) ,r a TABLE n M1 m a oz r• > a BOTTOM RAIL 5i' Y wh:02116112 � sr�: N.T.S.D (COMP.) 3 �a nwc.un JK m s DOOR PANELCHK Br. LFS e 40 2 VERTICAL CROSS SECTION GGAWING t40- FL—15210.4 0FL-15210.4 0 pSHEET�2,OF 13 10 O oe O� .* f FRAMEWIDTH :``� O���i m 5/8"GLASSBITE �Oi ' ' m �' STRUCTURALSIUCINE(DOW 995) D.L.O.WIDTH A3EXT- �Zcg�:Q=? n I"OVERALL GLASS THK %,N'ti z =y0� 3 U 1/B"ANNEALED GLASS c2Dy 1.86 ry 1.86' i�Y•'•. ....•• `` >>m m b0 0.090'SAFLEX®PVB !!! • z o m o INTERLAYER U N ;z = 1/8"ANNEALEDGLASS \(� o Em z O o m �x p I AIRSPACE V a u.,t9 6 `O a 5 0 I 1/8"TEMPERED GLASS v LL"� m 4 RYP) o ALUMINUM SPACER A3 EXL FRAME A4 INL FRAME E `o i 40 40 NON STRUCTURAL SEALANT (� A4 #7-19 X 1-3/4"PPH SELF-DRIWNG SMS `�l INT .No Cid GLAZING DETAIL h v; O: o zoyyyy o0 L i:t1lE'FRAME:7A8TE;i?:'i 'i; : as m m 4.25" I f--' MAX DF;fGN:; �7 S? 6 (TYP.) MANUFACTURER PRESSURE S o a �uo ODL WE FRAME 0-- 0±75 g r. 24"MAX. a a a FRAME WIDTH RSL #'60 Y Ic n 20.75"MAX. ''m D.L.O.WIDTH C3 U na L3EXT. N N v 1/2'GLASS BITE w w o AS 1-1/4"OVERALLTHK.GLASS STRUCTURAL SIUCINE(DOW 995) NQ d OI/8"ANNEALEDGLASS Q = n fR 0.0917SAFLEX®PVB s O 6 INTERLAYER $ o (TYP-) 1/8"ANNEALED GLASS 1.59' i O 1.06" tz AIR SPACE os1/8"TEMPERED GLASS ? 1/T NON-GROOVESWIGGLEw/DELCHEM#80 POLYSULRDE A7 40 1/8"BACKFILL A6 LO 15 a\ 02116112 g s�uE N.T.S. 2 #10 X 1-3/4°PPH WOOD SCREW .�: �K m AM EXT FRE INf FRAME SCREW CAP3 s !' MT. G2 GLAZING DETAIL A5 A6 A7 CHK ar: LFS DRAWWO NO.-. (TYFL-15210.4 ri RSL LRE FRAME ° m SHEET 3 OF 13 o a R:\mens\Piastpm,Inc PERMANENT\,-Florida Product Approvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Drawings\R-15210(20I7)\R.-15210.1.6.dw9,4.4 A v �Z e n A A—+ vie m 'd• C 0 ° ee �o po �o O os C7 n AO OD W co o. Ir D. CjI Z O D V W V N v �� N W A Oe V W O•W M A 0m oDA ODN a.N 4n AN 7O0 .'IO7 V N A OD fn y�y Ib� r� S Z W O• 0 a N A N 0 ^Z m , o CIO v 7 n m r Z m 0. ° e ro A 0 r` �n v H �.rn 3 0 V a. oZ ° IA a v r— a v 1111111 i!/I� 0.16'C-SINK- L n ��� �C:ScHM�O 1-1/4"MIN EMB.(iYP.) No.49408 QI PRODUCT: Documents Pmpamd 't 3 PLASTPRO INC. Lyndon F. Schmidt 'moi I N FIBERGLASS DOOR P.E. No. 43409 I3` hp.1111111 0 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: mK BUILDING CONSULTANTS, INC. Ip fn 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK J V P.O. Box 230• Valrico• FL 33595 L+ A ro NO DATE BY HORIZONTAL & VERTICAL vv phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (Zx BUCK) FgPE C.A. No. 9813 ®2016 R.W.SUILOINa CGNeIILTANTe ING. R:%Clents\Flastpm,Inc PERMANENRA-Flodda Product Approvals\FL-15210 HVHZ fiberglass-impact Opaclue and GlazeOlC-DrawingSVI-15210(2017)kFL-15210.1-6.dwg,5.4 M d a N n �x n �o A y' y V � 0 z I0 I0 g iJ+N V iso O IV O n cy o O ° m Q m rn T 9A n D O X^ v C O ® V m 0 O M Z � ,o N 1-1/4'MIN. ```v�:SC EMB.�TYP.) �CENBLi'• 1 .43409 4 g 4 Q PRODUCT: Doeument.Preps By:-,Ll. �. ``� S Ic c� don F. Schmidt �i .. �� o FIBERGLASS DOOR P.E. P.E No. 43409 Icn �� z + rrrrnnlll\\\ 2 7 24 17 UPDATE TO 6TH EU. 2017 FBC JK PART OR ASSEMBLY:71 BUILDING CONSULTANTS, INC. p R to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK r P.O. Boz 230, Valrlco, FL 33595 It+l N NO DATE BY HORIZONTAL & VERTICAL YY phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (IX BUCK) FBPE CA. No. 9873 0 2016 R.W.BUILDING CONSULTANT8 INC. • • R:\Olents\Plastpm,Inc PERMANMAA-Florida Product ApprovalslFL-IS210 HVHZ FlLerglass-Impact Opaque and Glazed\C-Dravim9s\FL-35210(2017)\Fi-15210.1-6.dwg,6.4 3 v M C'."+ - a,d 0- 03 m 0 Nit- 3z ' � to o y V 0 o g a Z O M >o a N g 0o N O f0 Q O S� Or my V 0 z 0 3 ' m O �n m rn n A a �o rn (Bogp' p N ° 7p N 4. Z M IA o N 1-1/4"MIN. EMB.(TYP.) ```��vFjjgM�'�j•��ji i No.43409 •: s Q PRODUCT: Doaumente Prepared 9Y•IV, _•• `� L don F. Schmidt , r� o PLASTPRO INC. P.E. No. 434os �i"'3% •"�(��� I ro FIBERGLASS DOOR �4 ONAL A� IOf c /l/11111111 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PARE OR ASSEMBLY: @ BUILDING CONSULTANTS, INC. IO of 1 3 9 15 UPDATE TO Sr. ED. 2014 FBC JK r� P.O. Box 230, ValNeo, FL 33595 W N NO DATE BY HORIZONTAL & VERTICAL CROSS Phone No.: 813.059.9197 REVISIONS SECTIONS DIRECT 70 MASONRY) F13PE C.A. No. 9813 0 201 S R.W.BUILDING CONBULTANT6 INC. • R:\Clents\Plastpm,Enc PERNANWRA-Ronda Product Appmvals\FLAS210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\R 15210(2017)\FL-15210.1-6.dwg,7.4 rn V� A 0 0m dQ 7n0 m� a o N O Cd A A W W e � T . p ' •p,n ' A A V N ' A Cd T ^ 3 C2 M A z N 0 T WX MIN. EMB.(TYP.) m n 'e [77rn�1 M �1 r ro f7 e c 70 N T � 0 Z O •0 Z ° m A %%J111111 I/f/f, C4 0 0 -4 0- N.434 o 09 D PRODUCT: Document.Prepared By. W PLASTPRO INC. Lyndon F. Schmidt '�i�i•• • �*'���``�� I N FIBERGLASS DOOR P.E. No. 43409 7 24 L7UPDATE TO 6TH ED. 2017 FEC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK �/�(P.O. Box 230, VDlrieo, FL 33595 IW _" N NO DATE BY VERflCAL CROSS YY Phone No.: 513.859.9197 REVISIONS SECTIONS (THRESHOLDS) FBPE CA No. 9813 0 201 6 R.W.SUILDINB CDNBULTANT8 INC. R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product AppmalsIFL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings�R-15210(2017)\R-15210.1-6.dwg,0.4 7' MAX. I„ ^r '? 3 1.25' C:=O MIN. Q o M 3 m �En 0 O A O 0-rn O Z g1-1/4,MIN. U3 v,n :J, EMB.RYP.) II 0@ 0 A 01 O O�S = N o Z 08 ,0 w� N o T n 1.25' Crn ^' MIN. Z z 2.25' ° 1.S'MAX. 4 MAX. a 0o O Z p. S o MIN. 'cAa a n 3 Q ri 0-g g ro EMB.[TYP.) ry. � A a 3 Oo A ! � moo° 7O 1.5" MIN. ``ttt1111rrprr 2 ��%F SCFiIy 4.2S' 1.S'MAX. ���' /. Cr V Z 4 O / No.43409 9-c, $y ¢ Q PRODUCT: Dnaumento Prepared Sr. 1 rq P11lSTPRO INC. Lyndon F. Schmidt //i ?A'• I� Iq§ N FIBERGLASS DOOR P.E. No, 43409 S�Q� t `�� $ N'' -Zi p 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io In 1 3 9 15 UPDATE TO STH ED. 2014 FBC P.O. Box 230, Volrlco, FL 33595 w M NO DATE BY HORIZONTAL & VERTICAL Phone No.: 813.659.9197 REVISIONS SEC77ONS (DIRECT TO MASONRY) FBPE CA No. 9813 0 201 2 R.W.Bl-cl C....I.T.-INC. • R:\Olents\Plastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Flberglass-Impact Opaque and Gazed\C-Dlav4ng5\FL-15210(7017)\FL-15210.1-6.dwg,9A D Z c OVERALLHEIGHT N HANDLE HEIGHT M O Q 19 �19 D er t T Z 13 T7 ;�.0 v C= M G) rn D N y 10.04" 1 p I N y N �e lb� O X O 4.63" 3.63" '�F 0.11" x z Q Q �m 74 o° 1D n b N N m = z �8.82"� 3 T o _ s m m as oa oa Inzo c n p n n ?p Ins Ins m 1� to 3.61"-� w 4d F'—Is, ```,tttlitlll��7j!! 43.07' v••No.43409• /G! Leg o Q PRODUCT: D-L!—nte PIParad W. - N FIBERGLASS DOOR P.E. No.Lyndon 43409 frit i��i �+O;A•L'`" `�````; 0 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY. //BUILDING CONSULTANTS, INC. IO vl 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS rR�/1/ P.O. Box 230, Valrlao, FL 33595 W 4' N NO DATE BY vv Phone No.: 873.859.9197 REVISIONS FBPE CA No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. • RAClents\Plastpra,Inc PERMAHEM\A-Florida Product ApprovalsVL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-I5210A-&dwg,10.4 Z c D V r.m OZ n Z �C ® O O 0 0 0 0 0 N v ,A„ X 7G 0 r=ii C C z O N �+ V m w v 24.25' 23.0" 15.0" " tNU�4 9CHA/j� No.43409 4 Q PRODUCT: Document®Pmpnred ey. PLASTPRO INC. Lyndon F. Schmidt .�IOR...... O�O� l 0 N FIBERGLASS DOOR P.E. No. 43409 `�� O 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PARI OR ASSEMBLY: vm� BUILDING CONSULTANTS. INC. O R (n 1 3 9 15 UPDATE TO 5TH ED. 2014 F8C JKr/Lr�/��P.O. Box 230. Vold... FL 33595 ' C. "' Po NO DATE BY 3—POINT LOCK DETAILS YY phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 LO12 R.W.BUILDING DDNBU---IND. DIRECT TO MASONRY JAMB(TYP.) 4,. 49/16"JAMB P (SEE SHEET 8) \\\\'� l9-'-� DYP -� �: z* °Q` m 6., _1 1 .......... a ////�fffll 11111 \ z o w o SEE HINGE L 2X BUCK to „ D TYP.HEAD DETAIL(TYP.) \t ' z e= &JAMBS o G 1 X BUCK `! V�° t 9 m`o w 7 ` a. DIRECT TO zo i g 'm a a� MASONRY b. MASONRY D MASONRY ,a, d ? OPENING m OPENING TYP.HEAD E oz &JAMBS 3a FRAME z a � j la $ Y Up U 2X BUCK _49/16"JAMB M _ �� 2X BUCK w 6-9/16"JAMB N fn �� � o � o DIRECT TOui '0 0 MASONRY a� _ JAMB(TYP.) o x ca ` (SEE SHEET 8) & o a ( ADA SILL > _ ONLY U U A N N AN SUCKANCHORING STRIKEJAMB FRAMEANCHORING HINGE JAMB W W O o Masonry construction rn 00 CODIRECT TO NCRETEANCHOR N07ES: DIRECT TO << 1.Concrete anchabcations at the comers maybe adjusted fo maintain the min. DIRECT TO MASONRY M edge distance to modarjoints. M MASONRY M Q.j a` MASONRY 2 Concrete androrlocationsnoted as•MAX.ONCEN"rmustbeadUstedtO _ tf mdntatn the mfn.edge distance to modar'joM}s,additional concrete anchors 28 1 X BUCK G may be required to ensurethe mAX.ONCENTER'dimension are not exceeded. G 1XBUCK 9 1XBUCK G 9 w i 3.Concrete anchor table _ 2X BUCKN a 58 2X BUCK L 2X BUCK L e ANCHOR',ANCHOR: MfN MIN CfEARANCE M!N tLEARANCE: 2X BUCK 58 i TYPE: SRE. E'MBEDME61t:mo T4 MASONRY TO ADJACEM a z ao E4cE .... . .;:ANCHOR r;; 1X BUCK 11 DIRECTTO DATA 02116112 = TAPCON® 1/4• 1.1/4• 7' 4 M MASONRY 1 a DIRECT TO t 1 ❑ st a N.T.S. co 1 X BUCK W URACON 1/4• 1.1/4" t• a" MASONRY G IriYa er JK m ® 3/16' 1.1/4" AS SHOWN 1.1/7' cies.m: LFS 3 ttw 27 58 2XBUCK nRAwHcNO- 2 WOOD INSTA"TION NOTES: HINGE DETAIL HINGE DETAIL FL-15210.4 N 1. LATCH d DEADBOLTDETAIL S Mdnfdn a minhnum 5/8"edge distance,I"end distance,S 1"o.c.spacing of Inswing OUtswin9 N wood screws to prevent the splitting of wood. SHEET 11 OF 13 6 z R:kaentslRastpro,Inc PERMANENNA-Rodcla Product AppmvalsIFL-15210 H1M2 Fiberglass-Impact Opaque and GlaiecRC-DrdwingsVL-15210(2g17)Vl-15210.1{.d",12.4 1.4" 1.25' r 1.75" O" o 00 C. az �� N m•� P' 2 � � P 06 6 4 N r OrZ n= sTo c° 3 ao� az oz -0.6-7— Till! 1,7 1.25" o I I I e 01 toT A 0.937" A .7S' D.7S' m `t�ttuurrrr�� / No.49409 PRODUCT: Deoumenta Prepared # 1 PIASTPRO INC. Lyndon F. Schmidt �4� 9� -` # N FIBERGLASS DOOR P.E. No. 43409 N o N 1 2 7 24 17 UPDATE 70 6TH ED. (2017T FBC JK PART OR ASSEMBLY: A BUILDING CONSULTANTS, INC. IO N 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK /'/P.O. Box 230, Valrieo, FL 33595 W N NO DATE BY �P Phone No.: 813.659.9197 REVISIONS COMPONENTS FBPE O.A. No. 9813 0 21312 R.W.BUILDING CCNBUL-NTS INC. `Qom••,,..... • BILL OF MATERIALS __l: yS o M REAL# DESCRIFIION MATERIAL =_V:u :f �C •��z n A 1X BUCKSG>=0.55 WOOD 'R' z O` • om B 2X BUCK SG>=0.55 WOODY' •.. .• C 1/4"MAX.SHIM SPACE - "' % D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ''�� �4r/�j �►����``` z o m o on E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI °N o z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE v z g z o V� Em mo G 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL V p u g 9 0 o a I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m d a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E Co K 1/4"X 2-1/4"ITW CONCRETE SCREW STEEL E 9 w L #10 X 2-1/2'PRH WOOD SCREW(1.1S'MIN.EMBEDMENT) STEEL o d M 3/16"X 2-1/4-ITW CONCRETE SCREW STEEL N 3116'X 2-3/4"TTW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW' STEEL 1 POLY FIBER JAMB COMP./VINYL z$ 2 FINGER JOINTED PINE FRAME WOOD o 7 WEATHERSTRIP FOAM m 8 DOOR BOTTOM SWEEP VINYLg o 9 4'X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL a� m 22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL ° 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL >>m � 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADA THRESHOLD ALUM q 30 OUTSWING THRESHOLD ALUM/WOOD n,r 31 OUTSWING THRESHOLD ALUM/WOOD NN Q 32 OUTSWING THRESHOLD ALUM/WOOD m 33 OUTSWING THRESHOLD ALUM/COMP °w w o 34 OUTSWING THRESHOLD ALUM/WOOD DI 36 INSWING THRESHOLD ALUM/COMP o rr 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z 55 #10 X 1-1/2'PFH SCREW STEEL - R g 57 BACKING PLATE STEEL N„a F 58 #8 X 2'PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL n m 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL N'z o OATe 02116112 170 M.,�• N.T.S. 9 S cm sr. LFS 3 e owWxc xoa � { FL-15210.4 "- a g sHmr 13 OF 13 " 5 — D z Florida Building Code Online J'f ixP ZT BCIS Home Log In User Registration I Hot To I b Surcharge A st F 0 Us SCIS Site Map Links Search FlAa Product Approval USER:Public User db r (DIPRECEIVED Product Approval Mprill>Application Detail OCT 2 3 2.018 FL# Application Type Revision FL13010-R6 Code Version 2017 ST. Lucie County, Parmittino Application Status Approved pproved by)DDBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. N Comments Archived .............. Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc A Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 C (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 'v -05 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/l.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 jo Zv, SPA TAS 201/202/203 1994 KC V, Equivalence of Product Standards https:/,Ifloridabuilding.org/prlpr_app_dtl.aspx?paratn=wGEVXQwtDqvQEb8FEH6OVrs5ivFsWUkbaazonS2SDienp6kee9uGfEA*/*3d'Od[7/5/20182:47:55PM] Florida Building Code Online .4_ Certified By is r e b"4 Product Approval Method Method 1 Option A -.. Date Submitted 05/30/2018 - t Date Validated 05/31/2018 Date Pending FBC Approval Date Approved 06/10/2018 ,��* _ Fl, [Wodeli Number or Namie; Description{ L ; ,_ ^ _vw. ;_ s - 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.odf " Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362.12df Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.12df Design Pressure:N/A Quality Assurance Contract Expiration Date Other:PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions � 'i up to 30ft above grade,Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.pdf 1 Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports L13010 R6 E EvalReport433D.pdf Created by Independent Third Party:Yes 13010 2 .' PW 8150�PVC Fixed Wlndo4vPW 8150 PVC Flg/Flnz.Fixed Window,aContlnuous Head&"Sill F.` `hg omits of Use Certification Agency Certificate Y 1, E m 1 0, ate, Approved for u-46-11n+VHZ Yes F���010 R6(Sp CAR 138-26 eZ otlf Approved fQr,useoutside HVHZ Yesv ' FL1�3010 R6' C CA��CAR 138-7 05e2pdf � Resistant Yes 4 F00y0 R6�C cA� C AR "Impactii 38 706e2 df Design,Pressure: +b7 5/.-67 5 �y Quality Assurance ContractExp►ration Date ! -dther:Large Missile, Dp +/ 67 5 psf, Max size 08/12(2019„ x; * * r Z2 Outer lite must be safety glass„above 30 ft In+HVHZ`Glass installation I istrucl ons compiiesto ASTM E1300-04. �t FL13010�R6 II CWS-5j0C, dmf E r Verified By: Lucas A:Tilrrier 58201 K ` Created byIndependent Third Party No w * Evaluation Reports'.d FLI30107R6-A E EvaiRenoit510C.radf re Created by Independent Third Party Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120”x 48" "* 3 _ Limits of Use Certification Agency Certificate s Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2. dmf Approved for use outside HVHZ:Yes _FL13010 R6 C CAC CAR 138-481e2:pdf ° Impact Resistant:Yes FL13010 R6 C�Ard S GAR 138-482e2. f Design Pressure:+70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 J Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 R6 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvaiReDort373C.12df j Created by Independent Third Party:Yes x - 13010 4 ,^ & PW 8300.PUC Fixed Window PAW*8300 PVC Flg/Fin"Fixed Window, 120"x 48". fi Limits of Use ; CetiFcation Agency Certificate A',proven for.uselm HVHZ Yes°- �° FL13010 R6 C CAC CAR 138-10 "cif � 5 Ao roved for u»e outslHZ de HVY s FL13010•R6 C CAC'CAR 138 1320 e2.odf In>Ipact.Reslstt Yes, F�7 0 R6 G CAC'-,CAR,-13&-250 ndf Design"Pressure:+70(70 Fel 3010 R6'C CAC CAR 138 274e2' a . - Other .PW 8300,X20"x 48 DP=+/ 70�psf Large Mlsstle FL13010 R6'C CAC`CAR 138 457 2 f&, Glasscomphesto4ASTM`EI"300 04 F�„73010`R6 C A . CAR" �8 46Spdfz FL13010 R6 CCom'--CAR 138 534 pdf �,� 1n - . > , �` — https:;Ifloridabuilding.org/pupr_app_dtl.aspx?parain=wGEVXQwtDgaQEbSFEH60Vrs5wFsWUkbaazonS2SDieup6kee9uGfEA%3d%3d[7/5?201.8 2:47:55 PM] Florida Building Code Online 3 E FLt�3010 TR6 C CAC"yCAR"138 7 0 2�Ddf f - 0 0 M t,CA AR 8-739 df Quality AssuranceContractExplration Date ,0316[2020 a �a InStaliat1017InBtrUcttons r ' ` } FL Q10 R6 II GWS 159E�df v ..` ' Uerified�By:(Lucas A Turner P E FL PE#58201 y " J Created by Int T dependenhird PartyENo Evaluation Repo�l't5 F � t 0'l,� R6-AE Eva[Re ort1�59E Ddt:' p : Created.by-Independent This`d Party Yes 30 BPI 4 "� Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone•850-487-1824 The State of Florida is an AA/EEO employee Copyright 2007-2013 State of Florida •:Privacy Statement::Accessibility Statement::_Refund Statement € 3 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 �I q providedmay 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: r 51 x oM r https:L'floridabuililing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWlikbaazonS2SDienp6kee9uGfEA%3d%3d[7!5!2018 2:47:55 PNI) URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7,2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact,48''x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 6"` Edition(2017)Florida Building Code including the HVHZ. 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-I59E,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA, and NCTL-210-3955-01 and-1A, from National Certified Testing Laboratories, Orlando,FL, with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM El 886-05,ASTM E1996-05/09 and TAS 201,202, 203 1994(TAS reports 3954-IA and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-I59E,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the.HVHZ,with max. glass daylight sizes as shown in CWS-I59E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when,used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.11'in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA I6-1117.02'in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.10' 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 6"'Ed. (2017)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. ���atytitr;r� �,,�{ •.t oF E 4tf *tx' 9/07/2017 w " S 8TAI" OF �,y� Lucas A. Turner, P.E. �x",,. t ,�, A�-07 FL PE #58201 �� .,. .q ` Docunent Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: 1 Of: 1 i�EYSTON,t, Certification CENT/vICAT/ONB.1 NC. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications,.. Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the walllroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 O Qualifying Test Information: Test Report No: NCTL-210-3672-1 &-2 Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.K EYSTO N EC E RTS.C O M c9mm PICTURE WINDOW - LARGE MISSILE iMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WW W.CWS.CC 49114" 73114" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALLfJANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC _ 48' — 72' 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 45118" 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A —————————— ———— GLASS TABLES ASTM E-1300-04801/09. ¢ Z INF-POSITIVE DESIGN LOADS BASED ON,TESTED LTRATION TEST PRESSURE AND GLASS TABLES URE,WATER Z W J o Q IW IILT - W �rZl- 1 ASTM E-1300-0401/09. w ZOZ O LL w�z O-g ED 1 77114' S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED ZO O Q Q=00 MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O F-I-V O-h F-a 77311114" I I FLANGE I I ANCHOR CALCULATIONSDETAILS. WINDLOAD . FACTOR Cd=1.6 WAS USED FOR WOOD Z ZO z U Z o�O OVERALL HEIGHT ¢ _ B IB I I > C�Ow°=Oz FLANGE i I i MAX i i 6 PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 4 O Q�}j�O'd HEIGHT 1 K O _ Q:to W f!1 W 7.ALL FRAMES ARE FULLY WELDED. z Lo ow. O- m I- MAX. I I HEIGHT I I O w I=-O d S UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a a Q! aw HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I 731/8- I I ��punairfq 691/8" I I GLASS DLO SS I I 0=FIXED SASH. `,���� GLASS ( 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR O I LOCATION. t No 56201 I i 18 I I ZIP STATE OF :'4uZ ---- -- -- ———————————————— A A nr 8 �lx�ilYllt)t 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 I N RESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTUGLAZING DETAILS.SHAPES..............:.3 ANY ,48"X 72" +/-55 PSP ADE 05/05/07 SECTION VIEWS....................................4 +- LARGE MISSILE IMPACT DWG . REV.: EXTRUSIONS&B.O.M...........................5 - CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 HVHZ 72"x 76" +/-67.5 PSF SCALE: INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 -- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW -_ IMPACT FULL ELLIPSE("OVAL") ------ a z �: <z o FULL CIRCLE z w-1 o ¢k Z w TOMBSTONE O z m z�-O m_ LL r¢-w�zr-�gx Z z=M<Qfwoo O O I-O <M F.0_ U Urn l'Zdl-ma ZUZ z- -ZF-�al Q Ozowz U �- �- 3.O w O O O Z W zi 00�NOWt/1W z Dip0D EL m a of 0 fn CC tz-r w a a __ _ tluuPrrr 1/2 CIRCLE ,`��ty`ySOREbbr�G�' OCTAGON -------- — -*i s _ TRAPEZOID vp` STATE OF 14 4 'r,dl I,S�pNA!4�0�, NOTES: y 1.SEE SHEETS G 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 39 A#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 PORT, IL 34 NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG REV: CWS-159 E SCALE: SHEET 1:1 2OF8 WINDOW SYSTEfiS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a i z: Qznwo Luo Z zpz -?W rn o F-w�z���= Z zxm¢ WOO O Or-O�¢=�w 1"OVERALL __ 1°OVERALL U CO)U)I--z o_F(n D. 3/16"ANNEALED or TEMPERED - 3/16°HEAT STRENGTH or TEMPERED z O O U Uj Z j U y 1/2 AIRSPACE 3/8"AIRSPACE <z p w z0 O 0 Z < F- w—=O_ 5/16'LAMINATED 7/16"LAMI GLASS W 0 0 K r}/)=W 9 W 1/8"ANNEALED 3/16'HEAT STRENGTH d =d w p F- 9 .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER _~w w w a r 0. JX a. 1/8'ANNEALED 3/16'HEAT STRENGTH OREW��14 G SPAC R�SEAL 6 PURFECT GLAZE'H' PURFECT GLAZE'H° .`�`�. ..........TG�'� SIKAFLEX 552 QUANEX DURASEAL 6 IG SPACER SIKAFLEX 552 ,� No 58201 '-'" 10 ❑ 1/2'GLASS BITE 4FGLASS 112"GLASS BITE STATE OF °� 7 GLASS TYPE A TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAXSIZE ORAWNBY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07 DP+/-55 A 48 X 72 RJEW CWS-159 E DP+/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 3 4 Qmim 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 7 6 6 8300 PVC g 9�- 6 PICTURE WINDOW 0 6 6 IMPACT 7 7 1 a z 3: aZ� 10 a O z ❑wO <row wod ZJOz W-Zt C� o aW-}OD.Mm Z Z20Q<w Op O OI-OZ0-PU)a. 11 U Z—o- I-tn O. e g SECTION VIEW B-B O Z U w Z o U 0 I-—u m00u-z 10 11 11 10 <�:ow—mo— �o Z� _.. .. _ w LL. wcnOWU)rw- a p wh=-O CLX D. rz- a tri�:w� a INTERIOR .�••""''ft. ���+��PrtDREVy Th�� O�•.y�GBF75�•.�'✓ :O. 5TATE OF ;�W� 471 ❑ z� 2 6 LUCAFL A.TU NEPE#56 01 P.E. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEETDESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG M REV.: CWS-159 E SCALE: SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS H-60066 FRAME, PW, MAIN, HEAD MIKRON PV 1900 SW 44TH AVE. 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC wwW.CWS.CCA34474 3 H-60068 FRAME, PW, MAIN, L. JAMB MIKRON PVC ` 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVCCORNERWELD(ALLSIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE a z a z o 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-o a r z w W zoz 0:--t 10 1 S-6064 IGLZ. BE., FXD. (1"O.A. I.G.) MIKRON PVC F W 3 z o X� z zxm¢a: 11 GLASS SEE SHEET 3 0 or-oba=°w U 0Tt;zarcna Zqo zzI-�Un 31/8" 31/8' �. Q-OWp0OZ ix f-FFZ LL OO�N0 W cowZ(11W O�tgFrCL m X�Wa2116" FEW 1/16" 1/16" O D ? r 2 7/8" T�: STATE OF :40 1 1/2" 0 A I PVC FRAME FLANGE-H-60066ONA1 ;p1%;a� PVC FRAME FIN-H-6006A Y 1/4" 9/22/2017 LUCAS A.TURNER,P.E. V16" /2" 3" FL PE#58201 71 10 � 1239 JABARA AVE. 3116" 8 NORTH PORT,FL 34288 T— PH.941-380-1574 SHEET'DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DW#: REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 14'MAX.O.C.(IVP.) "MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS 6'MAX(TYP,) SEE NOTE 2 4' AX(T,P) SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I I I 8300 PVC I I "'A'COC I PICTURE WINDOW INSTALLATION ( ) I i INSTALLATION IMPACT ANCHOR(TYP.) IMAX O.C. I I ANCHOR MP.) I I mP') I I I I ta-- Ow0 azo tnwop 0 i i W zoz � zw F-W�Z0of of32 Z zx�E< 0 0E-06<XI_� 0 USF-ZO-FNa. I I 0 Z w-Z~=to FF--FL20 Z I I I }s30� w 0�tr FnowtnW I I I I .U- tua O�mF- T ------ ~a WDWN ---- ---------- a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) A6, No DP 55 PSF DP+l-55 PSF : pF;"y.('.EP1 meg A, i No 582x1 s NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4', USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z 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 8. 9/22/2017 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. FLPE 8201 BE PROTECTED TO PREVENT REACTION. # A 123399 JABARAAVE.A 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 8. PH.941-380-1574 SHEEIDESCRIP"FIDN: 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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. DWG REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.' CWS-159 E 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 6 OF 8 a"MAX(TYP.) 8'MAX.O.C.(TYP.) VIANDOW SYSTEMS 1900 SW 44TH AVE. AX.(TYP.) ---�{--7 518"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX. I I WWW.CWS.CC I I i ——— ——— � 8300 PVC I I I I PICTURE WINDOW 7518" I I MAX O.C. I j IMPACT PO.C. I I (TMP) I I Z I < d Q zQ r ow0 cnw o I I I Z WJE d�ZW TALLAT I I INSTALLATION' Q U)Z}O C= [O AN P.) ANCHOR(TYP.) L- F-W Z F- g 2 I I ( ZxmdxWpO O OF-06<=F= I I ( I U 0U)l'Z 4.F-cn O. I I z o(D�- :) 0co - I I I d i,--u 20 WZ I I I I a 2 ;U~Z� I I I I w LL u) I I I I a z=Ln a wogccoo I I I I a F~a. �'�acn I I I I — -------------- auu�a4�,�i OREW ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) v t No 5S2^1 DP+!-65 PSF DP+/-65 PSF STATE OF ii�{` •�p B i C3, Off,*� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y 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 8. 9/22/2017 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 8. PH.941-380-1574 SHEET'DESCRIPTION: 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 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) 1:20 7 OF 8 MIN.EMBEDMENT (( (KLU •LL:/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE eY OTHERS VVINDOVV SYSTEFOS 114"MAX.SHIM— SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE I 1/4"MAX.SHIM - WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT !_ 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER SEE TABLE I PICTURE WINDOW INSIDE AND OUT C3 MIN.EMBEDMENT SEALANT BEHIND O r SEE TABLE 1 IMPACT FLANGE BY INSTALLER f�p L 1/4"MAX SHIM f 1 Q Z � d Z 3: LJu PERIMETER SEALANT Z W-j O d W O W (� PERIMETER SEALANT BY INSTALLER W ix:O Z L Z FW- BYINSTALLER _ BY INSTALLER INSIDE AND OUT O_ Q U) >-O of?J m INSIDE AND OUT LL F W}'Z F-S:g 2 INSTALLATION ANCHOR Z Z 2 2 d Of W 0 0 SEALANT BEHIND SEE TABLE 1 O O F-O Li d=If of FLANGE BY INSTALLER SEALANT BEHIND OO z(1)0 Z Z�D U) INSTALLATION ANCHOR �g1 HORIZONTAL SECTION rC HORIZONTAL SECTION FIN BY INSTALLER Q O Z U U)Z=O p SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE � �'O w O�Z Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION g W OU)WO0�U)F- a 0 a O WF-a Ir�WO D. �( J7� �� 1/4"MAX.SHIM ��>> gORPIK, ��L SEALANT BEHIND �t_J ��r �•-"'•' TG 1 FLANGE BY INSTALLER f� �to�"y^�' ':�'f" v,'• No 5$71 ••��^. PERIMETER SEALANT BYINSTALLER MIN.EMBEDMENT ` INSIDEANDOUT SEE TABLE I =�^' 51% STATE OF :�U� SUBSTRAT SEE TABLEE BY OTHERS MIN.EDGE DIST. rrJ''�S1aa 14a,`, SEE TABLE I SEALANT UNDER SCREW VERTICAL SECTION HEAD BY INSTALLER \,tj TYPICAL SILL ANCHORAGE z� 0 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI MBEDM T MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/ " 1-1/8" 1239 JABARA AVE, PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 2" BYINSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON1" 1" INSIDE AND OUT PH.941-380-1574 �D HORIZONTAL SECTION SHEETDESCRiPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2" e. BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" DWG REV.: 1/8-ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FULL THREAD FLANGE 1/8"STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E ( PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 I Florida Building Code Online TR R"I't �' t M ,` BCIS Home ; Log In User Registration Hot Topi b t rcharg'tte Stats acts [`P cations + F - .� 'CIS Site MapLinksI Search j JProduct Approval * USER:PubiicUser RECEIVED Product Approval Menu>Application Detail 0 C 4 2 3 2018 „ FL# FL15210-R6 I Application Type Revision ST. Lucie County, Permitting Code Version 2017 r� Application Status Approved Comments �� Archived p* m1�t El u �T. Product Manufacturer Plastpro Inc./Nanya Plastics Cor . Address/Phone/Email . 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 ' rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com k� 5 b Technical Representative Scott Johnson g Address/Phone/Email 5200 W Century Blvd. i Los Angeles,CA 90045 (440)969-9773 Ext 18 = , scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. N, � Los Angeles,CA 90045 IRV w (440)969-9773 Ext 16 ronoconnell@plastpro.com y5� s �k txk M1 (` Category Exterior Doors Subcategory Swinging Exterior'Door Assemblies ( Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [ Evaluation Report-Hardcopy Received a y.x a Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received a �{ Certificate of Independence _FL15210 R6 COI (a)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 httpsaifloridabuiiding.orypripr_app_dtl.aspx?param�vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL°o2fcMd8xBvDdrXKapoHidA%3d9o3d[1/3r20t8 5:40:45 PVi] Florida Building Code Online ASTM D635 1998 ASTM D638 2003 ' ASTM E1300 2004 s 's ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 � Equivalence of Product Standards fi Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Enuiv (g) Equivalency of Standards.pdf p � z [ Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 - Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 1 ha a [_ W ��1- Date Approved 12/12/2017 du 4� r� 'u dMW Surnmary-of Products, , r+aa `y h qqVT 2 a 6-7, 2 J, "a p t � - w $r q FLI# r Model,Number or Nameff Description, 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) z E Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1. dmf Approved for use outside HVHZ:Yes Verified B Lyndon pP Y� F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210 2 b: Smooth`/Wood,'Gram/White Wood 6'8'Impact Opaque"Fiberglass Stngle;;Dooi with Sldelfte or` , �` rt _ Grain/Rustle/Mahogany Sanies O Sidelites Inswmg/Outswing(OX or XO OXO .Configurations) Fibergiass=Door ' ts`of;Use p Installation Instructions 9 ' F 1iS7 i 0 R6 Il b TmG t 210 Approved for use in HVHZ Yes Oodf Approved for use outside HVHZ$Yes Verifed By: Lyntlon F:Schmidt, P E 43409 Impact Resistant Yes Created by,Independent Third Party Yes "y Design Pressure: N/A Evaluation-Reports„ Other"See INST,,J5210 2,for Design Pressure Ratings,any �° additional use Itmttattons,.installatlon Instructlons and product Created by Independent Third Party KYes" � .` particulars. ,; NO 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque.Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) is 1 - Fiberglass Door F m Limits of Use Installation Instructions yam, Approved for use in HVHZ:Yes F 1 S 10 R6 II (b)Inst 15210.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes [ � Design Pressure: N/A Evaluation Reports t. k� Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)_Eval 15210.3.Rdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. �b A `(f 15210'4do Smooth/WoodaGrain/White Wood 618 'Impact"Glazed Fiberglass Single Door =Inswing/Outswing _ 'Grain/Rustic/Mahn any Series 0 , (X� Co gnffguratlon) s� aFi bdrglass Do'or G https:;/floridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ IQRCFPqu8gbCgpaLo/o2feMd8xBvDdrXKxpolUdA%3d%3d[1/3/2018 5:40:45 Pti4] Florida Building Code Online Installation"z, lllmltsotuse Instructions ,4ppr,ove�li,o,r�,use�,�in,�HVHZ:,,Yds 'ZFL1S210 R6. II (bl Inst 15210 4idf 30t'l I'�X,11 roved 1, �" 1 '.1 IF pprc!yg,,,, or66iside,HVHirffes,` Approved f use i'don;,ii .,"43409,' Pa" 'Yes -ImpaptiiResistant: CreatedIndependent ';Third Yes 'y" `Design.Pre rt Vail tio-`J Other See INST;15210 4fior Design�: ressure,,a ings,any°; '011 746 A6 Q 4� additional;use limitations, instal!a" Created b .I de i`616ht-Thlrd Party'Yes, particulars K", 15210.5 e. Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Cutswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 'Wr Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. N x V x X N X x 1< x y Impact"Glazed Fiberglass bod6iel,'bbor withormi out' 5M0,0thl-00 WQoC• "b�K"Iml buis�whgj tb 6�­ i G ra! k6sifcj, 6 hoga ny eri 6s d��7- Sidelites Inswing/ xxConfigurations) w �4 Fiberglass gg, 'Limits;b -,Use',�", Instai q, I lia t i o",nr u c *v 46 T f6r�:us4j6,,,HVHZ:,,Yes,` It fi&R&A An, '7- -43409 .......... utside,MM��Yes", �,­Velrifi&,By:-LyndonSchmidt,WON y Nndel 'Yes, rty:K,es,,,, A4 1jiii6act Resistant Yes �6eat�dJby', pen8erit,�Third'ki'i Y Evaluation-.Design, ressure:iN/A Pr 210.6 Wkldri Repbrts�' R6'A "( "[JSjj� Other:`See1NSTi,5 esignpPressu'ri Ratings, E 664,­ ' additional;use,[imitations,Ansta installation instructions and ,,Cr _t y, 66 e"d,;by.,I�d-6p,,endelnt,Third'Par Yes''_ I id-,product, 38, T particulars. o X k X x x x 5L 1,1L X 3, x 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Cutswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door F Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 11 (b)Inst 15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes W` Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. kc -h:,bri'looth'i acti Glazed'Fj berblass-Single.boorW ith,si aei ke"6r Series'0 'Greilr�ij.RtAtic/M' ahogany, out or XO,Ciici- jguea666s�, Fiberglass ' '"boor'', Tr 41,29_ N t :Inii, ilail'on,Instructions',, Limits of Use j-32"i n FL Approved for i o,.R6,Ti (,ti) r"Jilam HVHZ:-,Yes,,`.�,' r Approved use outside Verified By for id66iF.'iSchmidt, PPi,,4j4qY,,' 'A ,p y "Yes �1110,gqr �Cr Created Y;,, rid "d Mpact-rie�f b Independent Third Party. epe e e, Design vressur4i`N/A-,.-%­ i"aii6w`Reports: �,�'Other: Design Pressure Pr,-,�.F "Al", See INST�8�16�8jor'Desig atings,.iany x,i Creaidd,byihd6b i6l ',' ' ' end! limitations,-in atidins� stall6tion.instirucE Independent Third,Party�i�Yes p U J 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without -N, �Rd Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door N ` Q Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 15210.9,p-dL Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Evaluation Reports� Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. a 15210 10,'; ja,Smc�6th].Woocl�Grain bb6r!'-- buiswind nConfiguration): n Series 0- �y Repo 'AF -N, -Fi erglasstpoo M ............... https:i',"floridabuilding.orWpripr�_appjtl.aspx?parani==NvGEVXQwtDqv3yVVKJZIQRCFPqu8gbCqpaL%2fcMd8xBvDdrXKxpoHIdAO/o3dO/o:jd[1/3/-7018 5:40:45 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ Yes FL15210 96 II (b),Inst 15210 10 odf �s" Approved for use outside HVHZe Yes' Verified By:.Lyndon"F Schmidt, P E 43409 „r ' 1 Impact Resistant:Yes Createdby Independent Third Party 'Yes, Design Pressure:'N/A Evaluation Reports Other:°See INST:15210:10 for Design Pressure Ratings,any FL15210 R6 AE ((j) Eval 15210.1(,pdf additional use limitations, installation instructions and product Createdby'Independ'entThird Party:Yes particulars 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahn an Series O Sidelites- Outswing OX or XO OXO-Configurations) - 9 Y g( 9 ) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.11.pdf T" Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eva] 15210.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes t particulars. p. m 15210 12 I. Smooth%WoocJ"Grain/White Wood 8`0;"Imp6ct:,'OpaquesFiberglass Double'Door with or without Grain/Ru"stic/Mahggany'Senes.0' Sidelites-'-Outswing:(=XX;,QXXO Configurations) ° Fiberglass`Ddb'r Limits of Use Installation Instructions Approved for use in HVHZ:Yes,;" 'FL15210-R6 II (b)Inst 15210 12.pdf ; ;Approved•for use outside HVHZ:Yes "` Verified By: Lyndon,'R,Schmidt, P E"43409 , Impact Resistant Yes. Created.by Independent Third Party.;Yes Dressu 'N/A esign,Pre; ' valuation Reports. ,Other:.See INST:15210.12 for Design Pressure Rating`s,b•any FLT 210 R6 AE (i) Eval 15210.12;x. additional use limitations, installation"instructions and product Created,by Independent Third Party:Ye's`- �particulars 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing (X-Configuration) . Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13, dmf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.13.E K additional use limitations, installation instructions and product Created by Independent Third Party:Yes x particulars. 15210.14 ;' n. Smooth/WoodGrain/White-.Wood ,8'0`'(Impaet"Opaque, berglass Double-Doorwith Surface Bolts .Grain/Ru-dtic/Mahogany§&les O on Active Door pan Outswing (XX Confguratwn) R#, Fiberglass"Doom "Y Limits of Use Installation Instructwns Approved for use in HVHZ. Yes, 171-1520 R6 II (b)Inst 15210.14.Rdf ' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes ( .Designpressure;..N/A` s. Evaluation Reportsa ,Other See INST:15210,14 for Desgn.Pressure Ratings;any F�1210 R6 AE ((2}tEyal 15210 14:iidf r' ' additional use limitations, installation-instructions and=product Created`by IndependentThird Party ,Yes' particulars 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERT—an operational window insert-Outswing(X- Fiberglass Door Configuration) � Limits of Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b)Inst 15210.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15,E additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. a bttps:/ifloridabuilding.orglpripr_app dtl.aspx?param==%sGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaLO42fchld8xBvDdrXKxpoHIdA°/o3dO;3d(1/3@018 5:40:45 PM] Florida Building Code Online d Contact Us::2601 Blair Stone Road Tallahassee FL 12399 Phon •850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 a-maii 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: - Cred[t Card Safe https://floridabuilding.org/pripr_app_dtl.aspx?param==%vGEVXQwtDgN3yVVKJZ 1QRCFPqu8gbCgpaL%2fch1d8xBvDdrXK.xpoHIdA°/wd963d[1/3/2018 5:40:45 PM] R. W R W Building Consultants:, Inc. B Consulting and:Engineering Services forthe jBuilding InduAry P.;O.Bd)MO Vidtico;.PL 33595 Phone.8a3.659.9.197' Ftonda;Board�of,Proi`essionafEngineersyCertiheate,of Auth6i6lion No.i9,81=3 Product Category SMa .ub.'Category nufacturer Product Name 012*_S_tPfo In.c. Sm66th,9 Wood Grain i White'Wood:Grain Exterior Swinging, Exterior Door 5200 W CenturyBlvd; Rustic!Mahogany° Doors Assemblies LosAn9 ,eles•CA 90045- Series O FfberglassDoor Pho je 440.969:9773' lnsw ngl0utswingF-"Impact` S,cope: Product, Valuation report issued:by R.W:Building;Consultants, Inc.&Lyndon,F Schrr%dt,P E;.(System'ID#1998)for; Plastpro Inc:;based.on Rule Chapter No.61"G20-3,i ethod 1:D.of the;State of Florida Product Approva(.Department of Business.&Professional Regulation. RW,Building Consultants and Lyndon F.,.Schmidt,P.E.do not have.nor will.acquire.financial interest in the company manufacturing or di tribut%ng the product or in any,other entity:involye8'in.the approval'processoffhe protluctnamed rein. .Li'mifations,, 1. Th(spr00uct;has Deb evaluMi§d and'ls'in compltance=with the 6th Edition(20:17);Florid'a Building ode.structural'requirements including then"High VelocltyHurricane2one". 2. Productanchors shall berslisted-and'spaced as,shown.ondetails.Anchorembedment to.base:material shall be beyond wall dressing; or stucco: S When used in the ?HVHZ"this,product complies;with Section"1626 of'the Florida'Building;Gode,a Id does�not require an;impaot resistant,covering. 4.`When used in areas outside ofthe"HVHZ"requiring wind borne,debrisproteb. tht's product coi'nplles:with.FB.C;Sections 1609.1.2& R301.2.1.2 and does.not require an impact resistanticovering.This product meets:missileaevel"'D'`and includes Windl6ne 4 as defined in ASTM:E 1996•arid FBG Sections 1609 1.2:2&R301 21 2A & For 2xstud4raming construction,anchoring of`these-units,shall be-the same:asthat,shown for2xbuck masonry,'construction. 6..Site conditions;That deviate from ;the_4etails of drawing FL71521U: require'further engineering analysis:by a licensed.engineer or registe-ped architect:: 7 Outswing configurations meet Water infiltration_,requirernents for"HVHZ":All other configurations do not meet.the:water infiltration requirerients,for the"HVHZ"'and=must be installed only in non-habitable areas,or at,habitabl, locations protected,by an;overhang or canopy such that'the angletetween the edge of canopy;or overhang to sill is less than 45 degrees. 8: S d aw g [ 52 ;Q, for.size and design pressure limitations: Supporiingi Documenis: 1', TesYReport No. TestStandard' Testing Laboratory Signed:by TEL W390365 TAS M: x94,202-944 TAS-203-94 Testing Evaluation-16b,Inc:. Lyndon F Schmidt,P.E. TEL 01391846 TAS 201,=94;202=944 TAS203=94Testing Ev..aluatwn Lab.,Inc.. William Shelton;PE. ,ETC-05-255-16776:6 A8TM:btm..98,;638=03,1929=96:&2843-98 ET,P:Laboratones 4oseph.L-Doldan,R:E.; ASTM G.Mi-9& ETC-06=255-17412;Q' ASTWE04-05 ETC,Laboratories Jose.ph,4,661dan,P.E. ETC-07-209-19303.0. ASTM D_635-98;63$-03 1929-96&.2843=991 ETC.Laboratories Ben Meunier 2. Miami-Dade;NOA Materials 17-0.712.05: SaflexPVB Inferlayer;(Eastman Chemical Company) Royal Mouldings,(Ext.PVC). 16-0314 11 prepared by 4��� t[84Qt1fl9g��0��, Signed;&Sealed:by 3.. Drawing No.; © Q� 1` r��3 Q� No FLA 5210.6. RVti!Building Consultants;Inc:(CA#.98.13) o� a� °'� LyndoniF.Schmidt,REE 4. .Calculations Pregared by '��� Signed:&•SealeB.tiu Anchoring RW Building Consuitants,Iqq,,(CA#9813) «. '06454.M LyndonF,Schmidt;PZ. ASTM E 1300'Glass Load Lyndon F.Schmidt,P:E. � ..._. .. c+. 5: Qualitv.Assurance, =I S Certificate of Participatiotr issued by National Accreditation and Management, S aAt E 'OF r Institute,certifying that Plastpro Inc.is marlufactuditg!:products within a`.gpii1-i 0 assurance program thahcomplies with ISOIIEC 17020 and Guide 53, Lyndon F Schmidt P E. oq6�pu� FL PE No 43409 9%1.8!20,17 Sheet 1.of-1 - ast- pro 5200 W. CENTURY BLVD. _ LOS ANGELES, CA .90045 152.x' o AX VELL RAMEWIDTH 37:5"MAX. '';.,,r( (rp ` ° Z o W FRAME.WID FRAME WIDTH z JZ Smooth/ !Mood Grain/ White Mood Grain sp Rany a p p h i .�y /y UStic ahoOJany a NM v Ms4a m ami.. Series O Fiberglass Door ,3 E It : INSWING/OUTSWING ;? o'o o K: 'FIMPACrrt °_ ° x o x GENERAL NOTES, 1. This product has:been evaluated and in compliance with the 6th Edition(2017)Florida Building Code (FBC) ° `D zo oz structural requirements includingthe"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shag be as fisted and spaced as shown on details.Anchor embedment to base material shat w y. be beyond wall.dressfiig orstucco. m U K Ka 3. When used in the"HVHZ'this product compiles with Section 1626 of the Florida Bulding Code and does not o l require::anImpact resistant a o-. a a 0 4. When used In areas outside:of the"HVHl'requiring wind bome debris protection:this product comp with FBC rro n Sections 1609.12&R3012.1.2 and does not require an impactresefiant covering.This product meets missle E level'V and includes wind Zone 4as defined in ASTM E 1996 and.FBC Sections 1609.1.22&;R30121.2.1. x x ra r s e _ nv g construction. In 6, Site conditions that deviate from the details of this drawing_require further engineering analysis by a.lcensed XX o engineer or.registeredarchitect. �� ry U 7. OutssWng configurations meet waterfnf ltration requirements for"HVtIT'.All other configurations do not meet thewaterinfitrationrequiremenfsforthe'HVHZtihdmustbOlbstaledonlq•innon-habitableareasorat habitable,locations protected by an overhang orconopysuch'that the angle between the edge of canopyor a a g overhang tos1l is less than 45 degrees. >> ., z TABLE W CONTENTS. INETX DESIGN PRESSURE jPSF) ^h a SHEEP# DESCRIPTION SNEE79: CONFIGt1_-A Ph! FRAME SW(NG eNouRA-,Asrrtaca( ;0(easirlAG?u eo(uMsragsrwtaa( v c i Typical elevations,design pressures&general notes i1 3-Point lock details s., DIMENSION_ 0003MpOS.'' NEG.. dP.OS.. '.NEG., P.05i NEG n m 2 Door panel details _ 12 3 Point lock details xXa z INSWING +60.0 60:0 +50.0 60.0 +50,0 -60.0 3 :SideGte panel details _ 13 Buck and frame anchoring OOO (��/) rU�02 16 12 ? 4 Ute frame details and glazing details 14 Buck and frame anchoring{OXXO) 74.0 x 81.13" OUTSWING +75.0 75.0 + 5.0 Z5.0 +50:0 -50'.0' -o 5 BeVotions 15 fogai de ails 91 N.liS.' 6 Horizontal&Ver icolCross Sections,2X Buck 1'd' Astragal details S I - 50.0 -50.0 +50:0 -50.0 ° JK m' o 152.0"x 62.0" . S T Horizontal B VerticatCrossSections',pX Buck) 17 Ashagal details OXXO ceK:er LFS 8 Horizontal&Verfical'Cross Sections:Directto Masonry) 18 Components 1$2.0"x 81.13" OUTSWING +50.0 -50:0 +50:0 -50.0 +50.0 -50.0 °mmrNG NW � 9 Horizontal&Vertical Cross.Sections(D'uect to Masonry . 19 Bill of materials FL-15210:6 10 lVerfical Cross Sections[Thresholds) See sheets 2&4 for hardware and lite frame design pressurelimitations ° n' sx�t_L.OF GF 19 O z G1 G2 2.8 TOP RAIL m EXTERIOR OX— 1COMP.) �`Joe `O y 17� I ,••y : J`y \ � C. INTERIOR rtl Nyttt ttt\ z dm d CZTZgAP(PVC) b41F ` v ro o z C) CAP HINGE STILE(LVL) LATCH STILE(LVL) •+••• .`.• � �� 1 HORIZONTAL CROSS SECTION ' '' ( a 5 �a n.. N/y �a.0 u: oW 15,75 DOOR zo WIDTH o 0 r e 2 NAR13tYARETABtP C'1 m °J a 2 MAX DEIGN G2 MIINtIIACRtRER :. 1�ttlDEL .;. , 'PRESSURE.' S .= �R'� .. o KNOB SIGNATURE SERIES 01 DEADBOti: 51 IES KMKSU ±75 INTERIOR & a t EXTERIOR a a KNOB: 'F SERIES(F51) ,e SCHLAGE ±75 $ / O DEADBOLT: V SERIES.(B60/62) m Mq U U 2 PAMEK DEADBOLT: FD7SERIES 75 (9 v� _ HOPPE MULTIPOINT LOCK: HLS96003-POINT TONGUE ±50 NN X N ENDURA MULTIPOINT LOCK: TRILENNiUM 3000(3-PT) ±75 v En En SEE HARDWARE FIERGAS5 SKIN BCSee sheets 8 and 9 for multipoint lack details. TABLE 0 0 a (0.125'MN.THK.) n FOAM CORE as d (POLYURETHANE- z a l SEE HARDWARE 1.9 PCF HUN.) TABLE N m s'•'N•.a:.'.iv''' Z ri BOTTOM RAIL :r» w�02/16 12 0 z (COMP.) s-L- N.T.S. M.ar: JK m e DooR PANEL _ --VERERUCAL CROSS SECTION CHK BY: LFS \ L / DWt�l7.4ft N s �✓ FL-15 15 210.6 m BSHEET X— K . ' R:\Olents\Plastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ R6ergIm-Impact Opaque and Glazed\C-DraMngs\FL-15210(2017)\FL-15210.1-6.dwg,3.6 0 1.75' -v =o n m o 'b y re 79.25 OA.HEIGHT ' r.A O pO O N \\ 0 O — r O a yO A A N [rA ^•t ` o CD v n� O Sim 30 v7 IO wa a_ Kaci ?r 2MM 23 m r � r. a ••'a' e•..�1. a .e.1 ', r 1.. Par .• H X00 Z 1.71 (� N 0 0Ft1111 lilt,, SCi1i)y���//// No.43409 977 =*9 yt c Q PRODUCT: D-...n.Prepared W. •y PRASTPRO INC. Lyndon F. Seh-ldt ���i � ........... IW c z N FIBERGLASS DOOE P.E. No. 43408 // SSS,� `'%% $ N " y rn 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IO � y 1 3 9 15 UPDATE TO 5TH ED. 2014 FRC JK SIDELITE PANEL DETAILS ��P.O. Box 230, VDlrieo, FL 33595 to N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CCNBULTANTG INC. 24.22"MAX. ```��. ............ dim. N 20.50"MAX. FRAME WIDTH 5/8"GLASS BITE 4 D.L O.WIDTH A3 STRUCTURAL SILICINE(DOW 995) _rej - =C): * iQ_ �n DCT. 1"OVERALL GLASS THK. `� c a V 1/8"ANNEALED GLASS 1.86" 1 86" i � j_c m m b O 0.09(Y'SAFIDC®PVB ���1*111 � z d m o INTERLAYER N z 6 tE 1/8"ANNEALEDGLASS \ 'e Em °z_m°o� = m 5 I AIRSPACE \\ n a ug g p 0 IL u' = I 1/8'TEMPERED GLASS IL gyp' -4 �') EXT.FRAME !NL FRAME c c o ALUMINUM SPACER A3 A4 E 0Z 6^ p 40 NON STRUCTURAL SEALANT oa A4 #7-19 X 1-3/4"PPH SELF-DRILLING SMS INT. Gl GWIING DEMI[ d ui or W "O uG ZILL ?O �1 O C7 O(n e .....`'.111EFRAME;iA6lE:: 1 ...,_ W 4.25" ,ARIGN::.. r$ (TY ) MANUpA.CRiBER;:i ....................... ODL LITE FRAME ODL ±75 91 0 re 24"MAX. a a SFRAME WIDTH RSL {60 ' m 20.75"MAX. E D.L.O.WIDTH r U EXT, N h 1/2"GLASS BITE o o Z Z Q JSTRU, W W O 1-1/4"OVERALLTHK.GLASS TURALSILICINE(DOW 995) N d m 1/8"ANNEALED GLASS o = x 0.09(1'SAFiD(®PVB INTERLAYER a ci ] F �P') 1/8"ANNEALED GLASS�� 1.59" z O 1 1.06' w IF s AIRSPACE c N ro o v 1/8"TEMPEREDGLASS is n i ° F,a 1/2"NON-GROOVE SWIGGLE A6 N^z W/DELCHEM#80 POLYSULFIDE 1 5' DATE 02116112 a 1/8"BACKFILL Soue N.T.S. w #10 X 1-3/4"PPH WOOD SCREW S INT. G2 GUTANG DETAIL EXi FRAME INT FRAME SCREW CAP Wa B'' JK m i 4„ A5 A6 A7 cwc er: LFS g N g ) P DHAMNG NO- RSL LITE FRAME FL— .6 N N SHEET 4 OF 1 J oC • ' R:\Olents\Ptastpro,Inc PERMANUMA-Florida Product Appmrals\FL-IS210 HVH2 Fiberglas-Impact Opaque and Glazed\C-D2wlnOs\FL-15210(2017)\FL-15210.1i.dwq,5.6 .ON •O� Oo V� A� Q X O� AN •OA O J� �\ V W •O N O W v === O W O.N rn G o '0 O.W 0 `\\ Z O N X A En .0 N a O1 G W v V W OD W V A 111, 0o t+ 11\01 SCHO .o W Oct N V N O.A `.� V,.•''1j0EN�6F'•.�' .' o. No.43409 7 o s o g PRODUCT: D.-rite Prepared By: �� + PRASTPRO INC. Lyndon F. Schmidt �i� S;•..Z..... IU, D Z J FIBERGLASS DOOE P.E. No. 43409 o y ` y. 2 7 24 17 UPDATE 70 8TH ED. 2017 FBC AJKPARTOR ASSEMBLY: ///�� BUILDING CONSULTANTS. INC. 1 3 915UPDATE 70 5TH ED. 2014 FBC '�"�P.O. Box 230. VDIrICO. FL33595 1; (71 N NO ELEVATIONS DATE Phone No.: 813.859.9197 LI REVISIONS FBPE C.A. No. 9813 ®2012 R.W.BUILDING CDNDULTANT INC. E 1.S delite assembly screws located 6"from top and \\` ........... * / 4� B bottom then 5 more equally spaced(7 total). +\\\Q� '' d''. .0 C 2 Spacing for item L:T from each end z a :�;' g A G n d , and @ center line(3 total). D �L =xi Q* ;Q=i� L D 0.15'C-SINK °. u� 'V' Z Y C ; • - n \ N u C6 r (TYP) E ° ��' •.. ��\ m CO <•d' a v uN .. \ e V Z.za a 7eN0 s �m O L VV w maan. v INTERIOR g C w g <; oZ cs C 2 1 0 40 7 l z SEE NOTE 2 L z �o z L "p a Zoa ¢o 11 11 EXTERIOR E EXTERIOR INTERIOR '�' s0 �" or D 1-1/4"MIN. 9 INTERIOR EXTERIOR 'S W o� (TYP.) `� ��VERTICAL CROSS SECTION6 VERTICAL CROSS SECTION am < _� 6 Outswing shown(Inswing similar) a 1 HORIZONTAL CROSS SECTION 6 outswing shown pnswing similar) 6 o Outswing shown-Inswing also approved 56 1-1/4"MIN. a EXTERIOR 40 55 27 40 2 1 INTERIOR EMB.(T1'P.) R >;m F L gg 11 9 40 INTERIOR P 50 D SEE NOTE 1 L , n a LC ° N N N a rn EI fao q oo. W h M 00 rr 7 ti 11as 6 a EXTERIOR K EXTERIOR L 7 SEE NOTE 1 y N a 3 HORIZONTAL CROSS SECTION O.1S�rCPf INK w z 6 Outswing shown-Inswing also approved > L °Aie 02116112 u Ea L 1 2 L ° scut: N.T.S. C °wc.BY. JK m' S HORIZONTAL CROSS SECTION g a,K er: L>s 3 6Ir outswing shown-Inswing also approved 4 HORIZONTAL CROSS SECTION E oRAMM NO- Shown s Shownwrth I X reinforcement FL-15210.6 n Outswing shown(Inswing similar) ° SHEET s of 1 g a — a • R:\ClerAs\Hastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GWed\C-Dmwings\FL-15210(2017)\Ft-15210.1-6.dwg,7.6 S T N 7-Z n e A d�. G r p V N W �r1 D d U 01= 9 0 - 0 r 3 M n CD N _Pn �o o. n, o_ .�O CL A ° 3 3 ^yFL + 0 ° o g a mcr o OCL z 22 0 W 3 s 0 V N w C C)r„x Z r 00 5 O a o :•a m G1 M M rn F tl m X1 Z > a g C�4.A N .vo 700 . r C)-m o 4 SS 70 o] m 0 N V o CrI M A ...�. a 0 A 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.( Q��7 P PRODUCT: D.—M.PMperod By�� • r o PRASTPRO INC. Lyndon o F. Schmidt �ss• «?!Q�••• ` Iv N FIBERGLASS DOOE �i��T�OfVp1.1 0 o N '• r y p1 2 7 24 17 UPDATE 7O 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (�Q BUILDING CONSULTANTS, INC. o v1 1 3 9 15 UPDATE TO 5TH ED. 2014 FEC JK q/f�P.O. Box 230, Volrico, FL 33595 NO DATE By HORIZONTAL k VERTICAL vvvY Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (1X BUCK) FSPE CA No. 9813 0 2015 R.W.9UILDINO CONDULTANTe IND. • R:\Oients\Plaslpro,Inc PERMANENT\N-Florida Product Approvals\FL-15210 HVH2 Merglass-Impact Opaque and Glazed\C•Drawings\F7.-15210(2017)\FL-15210.1-6.dwg,8.6 3 c M >v -z w057 n 78 to m d^ a a m3)° a. Q 00 °m (D s to 3 oN r3` 3Q . cl v m o z n 0 as m oaf a~a 0 r„ v 0-zp Jib. N 3 c a Q v Z � D rr�,, ;1D a o � 3 a o ` O�Z N � FR 0- R Q iz � N 0— o 3f1 ooA > ,o O n (a Z N Z in. N Z M v ��sTtr m M � m A o TmTt v" o M z N o� ma O O o IM 07gm b < ova v CRA me ST ZA ..�°'. - N r N o � 1-1l4'"MSN. EMB.VYP.) 1-1/4"MIN. EMB.(TYP,) �tti►u 1 r rrrrr� ¢it SG111y �ji� No.43409 PRODUCT: Documents Prepared By: P PRASTPRO INC. Lyndon F. Schmidt P.E. No. 43409aT/••••••'•- �� g N FIBERGLASS DOGE BUILDING CONSULTANTS, INC. r,-` N 2 7 24 17 UPDATE TO 6TH ED. 2017 FHC JK PART OR ASSEMBLY: p �rt z U) 1 3 9 15 UPDATE TO 5TH ED... 2014 FBC JK HORIZONTA & VERTICAL CROS U(P.O. Box.: 11 V1359.9, FL 33595 rn Phone No.: 813.659.9197 Iw rn la NO DATE BY SECTIONS DIRECT TO MASONRY R ISIO S FBPE C.A. No. 9653 02O16 R.W.BUILDING Co NSULTANTS INC. �P I S' z a 1 S' z a 1.5" ���p'�'• �� n CO MAX. f j✓ MAX. MAX. �i3 w •o =d n E ^5� MIN. 2" =V 3 * $ Z^Z�n E 1 MIN. E -$w f`MIN. N:7 WC) m • �:Y .,`. P '���''•... O� J 'a..C z o m o a.; ..:.:x... c � a�o � �W 40 q OCL 40 D s0 D amp m d a iP L �`o SEE NOTE 2 ` . g Tei EXTERIOR INTERIOR EXTERIOR INTERIOREXTERIOR INTERIOR o �a d } n C 4 VERTICAL CROSS SECTIONcy q Shown Direct to Masonry 5 VERTICAL CROSS SECTION 6 VERflCAL CROSS SECTION C3 LU P� Outswing onyw/49/16 jamb9 Shown Direct to Masonry 9 Shown Direct to Masonry zo >o „ Double Door Only(N/A w/Siderrtes) Outswing only w/6-9/16'lamb Outswing only w/6-9/16'iamb 0 orn dlr- 3 )l5 m �� o Note: � u 1.Siderite assembly screws located 6"from top and bottom am noir 6 then 5 more equally spaced(7 total), I00 2.Spacing for item L•3"from each end and @ center line(3 total). O =5 0t w gqq a a O X 7-m r. Tn C ti I C U U in ` Z T 1i it r INTERIOR H N N g' "N ¢ - fn 40 W o INTERIOR INTERIOR a Qa; in d e ` N ,.s,ti: 40 s0 "b M o Ifi. s. o0 M wlww Q N t; m 1-1/4"MIN. EMB.(TYP.) ¢ o EXTERIOR e Z E1-1/4"MIN. EXTERIOR EXTERIOR L E EMB.(TYP.) SEE NOTE 1 1-1/4"MIN. DATE'02116112 ? f EMB.(TYP.) sake: N.T.S. ° IN 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION _ Dwc.�: 11< s" y Shown Direct to Masonry 9 Shown Direct to Masonrx sxw e,: LFS 3 y Shown Direct to Masonry Outswing only w/6 9/6 amb Outswhg ony w/6-9/16 jamb rc Outswingonlyw/4-9/16'jamb g y Dw�wNc NO.: Double Door Only(N/A w/Siderites) N FL-15210.6 0 nN sheer 9 ;719 0 ' R:\OientslPlastpro,Inc PERMANENTXA-Rorlda Product ApprovalAFL-15210 HVHZ Fiberglass-Impad Opaque and Glazedt,C-D2wings\PL-15210(2017)\FL-15210.1.6.dwg,10.6 rnm � � z m M IM C z C4 O rn 29 O � O A T • .gym. o rn M Z V O o o 03 z ' 0 0 1-1/4"MIN. w EMB.(TYP.) m o v SO n O amm 0 o n 1-1/4'MIN. EMB.(TYP.) rn o v I �w A O >n ' s 0 a� g O Z N .o M 1-1/4"MIN. w EMB.(TYP.) rn o O C4 C •1 --I _ rn O lV A 0 en Z rn m O >D M Q ro n g 0 3� �n N ttt •� rn rn C.3 c Z w w a M A W O o w w M 1-1/4"MIN. N -v a 29 EMB.(TYP.) z 1-1/4"MIN. ```ttU 11 I U 1 g77T EMB.(TYP.) No.43409 9� $y PRODUCT: oxumenta Propa d By:�� rte, FlB RGL�ASS DOGE Lyn E No.Fasaoa Schmidt ��pS 2olttD�'Q �`` I� N,��, z.-. 77I/IIIIItt11 o !4 ? 3 94UPDATE TO M ED. 01 FOC 15 UPDATE TO 5TH ED. 2014 FOC jK PART OR ASSEMBLY: @ BUILDING CONSULTANTS. INC. IJ 7 VERTICAL CROSS SECTIONS �J 1, P•0. Box 230, Valrieo, FL 33595 r0 Ol N NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDING CONSULTANTS INC. • R;\Olents\Plastpm,Inc PERMANENT\A-Florida Pmdud Approvals\FL-15230 HVHZ Fiberglass-Impad Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,11.6 D Z c OVERALL HEIGHT D H HANDLE HEIGHT m O -4 z er aB. G) e o c m G) m D C/) 10.04" rn N , w a 4.63" l ry O I 3.63 �.I OQO m � oaz o 5 � o0 n N N 5 n N = 3 T O U l= - 0.1" S 112 i� W n * W T 3.6" 41.T' SCli%/� G No.43409 •.* T - PRODUCT: Doavmenta Prepared W. I 8 �SSDOLyndon Schmidt N F7ERGLAOE P.E.P No. 43409 I� In P .N.." r. ` y rn 2 ODATEI UPDATE 70 6TH ED. 2017 FBC JK pARi OR ASSEMBLYi BUILDING CONSULTANTS, INC. O !n 1UPDATE TO 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS P.O. Box 230, Valrieo, FL 33595 NO BY Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 ®201 2 R.W.BUILDING CGNSULTANTe INC. ° R:\OlentAPIftVro,Inc PERMANENT\A-Florida Product Approvals%FL-15210 HVH2 fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,12.6 In z C D o Z n z B 0 Q B 0 0 01 er N T V D D r mm 1 D 24.25" 23:0" 15.0" gCN%O��''i No 43409 * x�, Q PRODUCT: Documents Pmpered By: r PRASTPRO INC. Lyndon F. Schmidt iii f20R3..... I N FIBERGLASS DOGE P:E. No. 43409/O►yAL�O� i IN - llllllllltltt� T y pl 2 7 24 17 UPDATE TO 67H ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS,'INC. IO LI 1 319115 UPDATE TO 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS P.O. Box 230, VGlrtco, FL 33595 t rn N NO DATE BY Phone NO.: 813.859.9197 REVISIONS FBPE CJL No. 9813 021312 R.W.BUILDING CONSULTANTS IND. 49/16"JAMB DIRECT TO MASONR JAMB(TYP.) Irn F (SEESHEET 9" SEE HINGE �`4" 4.. (tYP.) 3" DETAIL(TYP.J o...(rYPI tza 0m� mo ... \ j>SON \ n �/ PIP \\ N o L ?X BUCK SEE DETAIL 2 a ///►► 111 jj1 o rrii CO ze UN•; P. MASONRY g J Bg 'p' MASONRY G 1X BUCK a ^ e E� °z_ x o 0 OPENING OPENING DIRECTTO Fz e ug 9 0 o`a _ D MASONRY 49/16"JAMB M FRAME F 2X BUCK _ — &JAMBS 6 9/16"JAMB H — DI j ONRY M a IRECT TO `� t.q MAS8 3d c O 2X BUCK I MASOTo NRY X a b 1X BUCK H 9 Z IRECT ry ' TYP. JAMB(IYP.) io Ex SILL (SEE SHEET 9) — :rQ 2X BUCK L w 0 1 11 cJ$ •q - zo 5 inU SEE DETAIL 1 ain a c K Y BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB HINGE DETAIL XX XX g m g DIRECT TO lnswn o MASONRY M Y y} n �1 m E 28 1XBUCK H 9 . U U F 2X BUCK L m na in _ ❑ 11 'o 0 27 11 W W o � W DIRECT TO o a CON CREIEANCHOR NOTES: LATCH 6 DEAD BOLT DETAIL M MASONRY HINGE DETAIL n 1.Concrete anchor locations ot.the comers maybe adjusted to maintain the min.a iX BUCK a edge distance to modariornts. H Outswing a a 2 Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to $ maintain the min.edge distance to modariornh,addtlonal concrete anchors L 2X BUCK n' m may be required to Bruise the MAX ON CCiJW dunensfon are not exceeded. w z ,vc 3 Concrete anchor table N < F ANCHPR ANCHOR _ _.:MIN ti71N CLEARANCE MtN CLEARAHGE: 32 ^n O m PXP.p SIZE EMBEDMENT ,..10 MASQNRY 70 ADJACEM z ....: .......... ...... .... .EDGE ..::..ANCNOR i N^Z o° z ITW z 0 DATE 02/16/72 az ELCO o 1/,r 1-1/4" 1' 4" MAIM- N.T.S. ULTRACON / owc.Br: JK m' lu 3® 3 16• 1-1/4" AS SHOWN 1.1/4" DETAIL 1 DEMIL2 DETAIL 1 CHK BY: L.FS 3 rArcoN Astragal throw bolts Attach astragal throw bolt Aslragai throw boli N WOOD SCREW INSTA11A77ON NOTES: h h DRAWING NO.: at t e threshold stoke plate to frame al t e threshold N 5." I.Maintaln o mtalmum 5Ar edge distance,1'end d1stance,d 1•o.c.spacing of (Oulswing) as shown (Inswing) FL-15210.6 wood screws to prevent the spfifting 0 of wood. sHEEr 13 or 19 e o .......... C. in n A MULLION 7. 7- 4! 4,(TYP.) 7"(TYP) W. P.) 91 (TYP.) (TYP.) 3- (TYP.) -(TYP (Ty W. a, VYP) "Q7 3 P.) (TYP.) (TYP-) z 11 11 I l It 4 ......... ZO no W ZO SEE DETAIL 2 5 Z- MASONRYX L E- n OPENING E, 0,a. TYP.HEAD &JAMBS L 2X BUCK TYP'. SEE HINGE d W, F,e ITYP-1 TYP. MULLION DETAIL(TYP.) 2X BUCK-\ G TX BUCK 6-9VI6 -E c DIRECT TO JAMB N D MASONRY oz DIRECT TO TYP.H�EAD Typ MASONRY &JAMBS &JAMBS P.) % • JAMB(TY SIL -0 0 (SEE SHEET 9) C3 LO C3 SEE DETAIL I oNg > >1 o BUCKANCHORING GALSIRiKEJAMB FRAMEANCHORING O)D(O OXXO 5t! rc co D 0 1 0 03 9 28 se se>- 0 CO 11 11 HINGE JAMB 27 z > L iE 0) In LATCH DEAD BOLT DETAIL W DETAIL HINGE DETAIL Ei Inswing OutsWng O� CONCRETE ANCHOR NOTES: DIRECT TO 1.Concrete anchorloccrtions at the comers maybe adjusted to maIntaln the min. M MASONRY edge d1stance to mortarldnts 0.2 i ti Z Concrete anchor locations noted as MNG ON CENTER"must be adjusted to H IXBUCK maintoln the min.edge"antce to mortaribints,addifforKri concrete anchors; ensure L 3.Concrete anchor table: I .- --. ........ ........................ ...... MASONRYANCHOR ANCHOR MIN TO ............ .. ...... 0 z a ..;....-......... .... . ............ ...... ................ rrW TAPCOO 11'r 1-114. 2" 4* DATE:02 1 2 z ELCO SCALE N. E Ts. n 9! ULTRACONz 114 1-114- 4' 3 DWG.M JK a 3114r ctm ft LFS EF I TXNe I . 1-114. 1 1 DETAIL I DETAIL I DETAIL 2 WOOD SCREW INSTALLATION NOTES: Astragal throw bolts Astragal throw bolts Attach astragal throw bolt DRAWNG NO-- FL-15210.6 a: 1.Maintoln a mdnTmum 5firedge crisfame,1"end distance,&1"o.0.spacing of at the threshold at the threshold strike plate t 13 wood screws to prevent the spUtft of wood. (Inswing) (OutsvAng) as shown arme N stri I%w 14 OF 19 R:\aleMs\P18stPm,Inc PERMANENTIA Florida product Appnovals\FL-15210 HVHZ Fiberglass-impact Opaque and Glazed\C-Drawings\PL-15210(2017)\FL-15210.1-5-dw9,15-6 2.88" C. P IV A. Cn 01 �—j F-0.57W C4 %o —T 0.050" 0031" FF 03 IT.M f;4 6 No.43409 977 L 2 Docurrento PMP-.d By:PRODUCT: on F. Schmidt PRASTPRO, INC. Lyndon F I"IBERGLASS 000E P,- No. 43409 On —2 UPDATE TO 6TH JK PA OR ASSEMBLY* BUILDING CONSULTANTS; INC. r- 74 UPDATE TO 5TH JK I P.O. Box 230. VaIrlDo, FL 33595 5 �z v, ASTRAGAL MAILS RU(Phone No.: 813.659.9197 0) 0-.RATE BY I FBPE GA No. 941113 REVISIONS I (D 201 2 R.W.BUILDING CONSULTANT8 INC. ' R:\Cients\Plastplo,Inc PERMANENT\A-Florida Product Approvals\FL-15230 HVH2 Fiberglass-Impact Opaque and Qazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,16.6 O O 0 3 D-D TOP c Z vO ,n US' a ^ 275" w 3 N 3 3 �I� a �o o 0 v ppaa c O A 0 Z o �C n0000i U w o� a C.�x 11• e m 3 0 s0 S a o 7Zm0 � C 2 r0r-- m N y V N V y IN� V 0 _ y A d O V 5/16"0 BOTTOM No.asaos 2 PRODUCT: Document.Prepared By: � r'U PRASTPRO INC. Lyndon F. Schmidt I � ".......• I� z FIBERGLASS DOGE P.E. No. 43aos i0NAL11 ��� $ y 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �Q BUILDING CONSULTANTS, INC. o 7� 1n 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JKIr/L P.O. Box 230, Valrico, FL 33595� of Iv NO DATE BY ASTRAGAL DETAILS YY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2012 N.W.BUILDING 13DNSULTANT8 INC. R:\Cdems\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-IS210.1-6.dwg,17.6 V O mn `L�*1 3 TOP C z l— aD 3 A-A O C 17 W N 0 H m V ul W m� v A Q O o. C o� x �I 0.92° 3 3 i or 3 f° s CL A c CD o G1 r O e T � m K O N 2 P Z x W rOr T N 71 y r � A T}� 4 C I 3 B07TOM `t11111III►III scFiM No.43409 3 53 PRODUCT: Doeumer W Prepared By: i , PRASTPRO INC. LyndoQ P. sohmPdt %.� �a;!?�''p�.`` ro MERGLASS DOGE P.E. No. 43409 Iv to D .• 2 IIIIftt 1111�� 7W/24/17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBBUILDING CONSULTANTS, INC. o to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK Jl. P.O. Box 230, VDlrtco, FL 33595 I� N NO DATE BY ASTRAGAL DETAILS VY Phone No.: 813.659.9197 REVISIONS FBPE CANo. 9813 2012 R.W.9urLDrNQ CQN9Il LTANTQ INC. ' • R:\Clents\%astpm,Inc PERMANENT\A-Florida product Approvals\R.-15210 HVHZ Fiberglass-Impact Opaque and GlazeAC-Dmwings\FL-15210(2017)\FL-15110.1-6.dwg,18.6 L1.4° 1.25, P W Awl O N 0. �O �O }p AITI �i m A 'per, A 132 A D` t/1 t.5 20 tit � V Oa r 2Z 20 3 3 3 P G 2(17r A P O A 1.2" N N N a A 0.65 0 oN m ou I A N I � aA I ^i-.7S' F---t-0.75' 5 0 N � � T 0 0.937' g 'o � 1.25 0.28" m N `.����!�VCENB�+'•.�`iii No.43409 1 gni _—yk`•— K 5 PRODUCT: Oooumenta PrepenM W. PRASTPRO INC. Lyndon F. Schmidt ��i� '• �fl�•�Q``��� ABERCLASS DOGE P.E. No. 43409 /// ��f�AV•G;\�`� if llill\ S P y o, 2 7 24 77 UPDATE TO 6TH ED. 2017 F73C JK PART OR ASSEMBLY: CQ BUILDING CONSULTAMM, INC. Io LJ 7 3 9 15 UPDATE 70 57H ED. 2014 FBC JK P.O. Box 230• VDlrleo• FL 33595 (0 m to ro NO DATE BYCOMPONENTS VD Phona No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 021372 R.W.BUILDING CONSULTnNT8 INC. BILLOF MATERIALS 66 CONCEALED STIFFENER ALUM �%'NA ............. Mid a DESCOFFON MARNAL 67 SLIDE BOLT ROD ALUM C: A 1 X BUCK SG>=0.55 VVOOD 70 ASTRAGAL BY ENDURA ALUM 71 BOLT RETAINER(9-3/4') ALUM y ?. o �9 B 2X BUCK SG>=0.55 WOOD ' * C 1/4"MAX.SHIM SPACE 73 SLIDE BOLT ROD STEEL z 4,: D 114'X 2-3X PFH ELCO OR ITW CONCRETE SCREW STEL 80 ASTRAGAL BY COLUMBIA ALUM ��� F N�' '••. I FLUSHBOLT REMINER ALUM E MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 82 FLUSHBOLT RETAINER ALUM '''� ///►/�� �PIP��� z o o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 n z F #8 X 1-1/2'PFH WOOD SCREW STEEL 83 FLUSHBOLT ROD STEEL 0 N d G 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 88 2X REINFORCEMENT SG>=0.55 WOOD \ 'e E K m m°o 0 F: H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL \v- pn a m g 5 o t a 1 114,X 1-3/4"PFH ELCO OR TIW CONCRETE SCREW STEEL .9 4 a In d a K #9 X 2-1/2"PPH WOOD SCREW -.STEEL o z L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL x M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL T'a a N 3116"X 2-3/4"ITW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL w 2 FINGER JOINTED PINE FRAME WOOD L50 7 WEATHERSTRIP FOAM J 3 8 DOOR BOTTOM SWEEP VINYL m 9 4'X 4"BUTT HINGE STEEL w o 11 #9 X 3/4"PFH WOOD SCREW STEEL am 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEELI o m 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 0 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a ILI 27 LATCH STRIKE PLATE STEEL Y Y r 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL "M m 29 ADA THRESHOLD ALUM �0 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD R v 32 OUTSWING THRESHOLD ALUM/WOOD N N = 33 OUTSWING THRESHOLD ALUM/COMP .t. o 34 OUTSWING THRESHOLD ALUM/WOOD Ln 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP o o 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP v 39 INSWING SIDELITE ADAPTER VINYL >> Z V DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR40 E CONSTRUCTION DETAILS a Q a 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z 55 #10 X 1-1/2"PFH SCREW STEEL N'z u 57 BACKING PLATE STEEL DAM 02116112 10. 58 #8 X 2"PFH WS STEEL WA c. N.T.S. 9 60 MULTIPOINT STRIKE PLATE STEEL M.BY. JK m s 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL auc SY: LFS 3 65 DLP ASTRAGAL ALUM ORAMG N0.: s FL-15210.6 =' 0 SHEET 19 of 19 02 Florida Building Code Online 32- 33 Page 1 of 2 A SCIS Home k Log In User Registration Hot Tapia Submit Surcharge Stats&Facts Publications FBC Staff BQS Site Map ! Links i Search xE° d� °}useR PPub iApproval User RECEIVED Product Aouroval Menu>Product or Application Search>Application La >Application Detail OrT FL# D368-6922 R6 232018 Application Type Permuting Code Version ST. ��I�i��Q�n�� Application Status d Comments Archived Product Manufacturer Window Systems Inc. Address/Phone/Email 44th Avenue 34474 8-6922 Ext 245ws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ll 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 Cit Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReDort161D.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReDOrt161D.Odf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04, Back Next Contact Us::2.601 Blair Stone Road,Tallahassee FI.31.399 Phone:850.487-1824 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: W R00011 IM ,twit https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'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 6`h Edition(2017)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-161D,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/W`DMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. l Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in twit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.02* • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.101 1 I have evaluated the materials.in these NOAs and find that they comply with the requirements of the 6'hEd. (2017)Florida Building Code for use in taus 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. 1 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. 1t��� br iir�xr `t �"wwwtlqq♦,��yy4.``wwf. ��4jj�fj x� •L % ♦� 4 8/28/2017 `4: Lucas A. Turner, P.E. S °F IN- FL PE #58201 4 CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: bmIlef/� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 38114" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWWCWS.CC FLAN ,WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 3T 37^ UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT ——— 4.DESIGN PRESSURES: ————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z � 4 z 3 GLASS TABLES ASTM E-1300-04e01/09. z w J o a w ow -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER wo z O z}o r_z m_ \ INFILTRATION TEST PRESSURE,AND GLASS TABLES 0 tQ-co z 0 MAX - ASTM E-1300-04e01/09. z z=2 Q D 0_ OVERALL _ O O H O ¢w p 0 FLANGE 64 1/4• I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN p Z ufn~i Z z F HEIGHT I MAX ` I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION Q O z U Z�LL V OVERALL B I I I B DETAIL. CIALDCLOAD ULATIONS TION FACTOR Cd=1.6 WAS USED FOR WOOD z O w =z z HEIGHT \ d �VH.1:02 ai 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w O o Ill>-=) W v/w NOT REQUIRED. a LL=D. w O u~i p w�-O a.=of> 72" 65 1/2" 63" X 5.fi U2- fY = W w w MAX. ,` GLASS MAX. I GLASS 7.ALL FRAMES AND VENTS FULLY WELDED. D H a I UNI'i DLO UNIT I , DLO HEIGHT ` HEIGHT 8.SERIES/MODEL DESIGNATION CA-8400. t+N �q�rr 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: All' oytGENSF•.�P�br 70" I 6 I MAX., I X=OPERABLE SASH No 56201 MAX. C SASH / I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR SASH I I 6 HEIGHT LOCATION. : HEIGHT STATE OF .40Z �S� Fa= 6 - n------ A 301/2' . 6 GLASS DLO z� 301/2• RIGHT HINGED-SHOWN 9/22/2017 GLASS DLO LEFT HINGED-OPPOSITE LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 37'x 63 ADE 05/05/07 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT SECTION VIEWS'O..................................3 DWG#: REV.: EXTRUSIONS&B.O.M..........ES............5 NON-HVHZ +/-65 PSF CWS-161 D ANCHOR SCHEDULE&NOTES............5 37"X 7Z" INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE' SHEET 1:15 1 OF 6 0 wlNaaw sysTErls 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT z �: az 7/8"OVERALL 7/8"OVERALL F 0 W 0 ")WOO Z W. O 118"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED 0 z Ow Z O W z m 7/16"AIRSPACE 7116"AIR SPACE D- I-W Z F-�::E_ Z zx:2<wWO0 O 0t-00<=�-a: 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 0 U o)FD.P rn R 0 Z—�zZ�OrD 1/8"ANNEALED 1/8"HEAT STRENGTHENED z 00- vj 7 0— a HZLLg0OtLZ .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER Of 2'}O H F F O_ QUANEX DURASEAL 118"ANNEALED QUANEX DURASEAL 118"HEAT STRENGTHENED W 0 rp O W O W IG SPACER SIKAFLEX 552 OR IG SPACER LL SIKAFLEX 552 OR a ?=a �0 U) 23 PURFECT GLAZE"H' 3 PURFECT GLAZE"H" Z =H-0 w w 7I d F a D: a 46 1/2'GLASS BITE 46 �S BITEuwpi��;At +e�t� t 43� kJOREW ��� 13 13 O O v: No 56$01 6 6 •��Q^t+�.�!�R 1 n�0,� D GLASS TYPE A GLASS TYPE B �Z 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY: DATE: MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWGli: REV.: 37"x 63" +67.5 A CWS-161 D 37"x 72" +67.5 Be_-_ scnCE.�.� SHEET 1:1 2 OF 6 w��tnaw sysre�ws 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 9 2 11 50 a9 4a - o ® ® 8400 PVC CASEMENT 15 IMPACT 1 46 18 1 3 18 41 46 O a F OWO �W0O Z WJQIll 9 O ZOz COr-�m 18 u- F-w�ZF-Sg= z z=mawwOO 51 4 31 8 51 5 1 5147 9 18 3 OU 0�F-ZaF0a V) 6 SECTION VIEW 13-13Z O O o� j—�U- 4 Q FZIL'i200LLZ o 2�OWF=O— 3 wO0 } W U)w coLL U)W J a © V)F- 1 0 _~� w WU) a 0- Ix n "J'sitnhr" + 01,P'1'G E NrG,��'i INTERIOR .`�,P;•y� S¢•;PZ�� v f Na 582'Ji 43 13 0 // 51 (� 24 7 I 36 as � 017 A.TU 5 o LUCAS A.TURNER,P.E. FL PE#58201 -- -- D 1239 JABARA AVE. 2 NORTH PORT,FL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN 6Y: DATE: ADE 05/05/07 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42.44-45,50 SCALE: SHEET 1:2 3OF6 ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 31/8" FRAME AND 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC SASH CORNER" CONSTRUCTION WINDOW SYSTEMS 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC 10-1 J — 1 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 OCA A, LTH AVE. 7/32^ OCALA,FLORIDA 34474 4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC a --I ,1 www.cwS.cc 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 3 21/32" ^^ 27/3 2' 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC 8400 PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC u 1/1s^ 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC p PVC GLAZING BEAD CORNERwELD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALL SIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUML�r 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-6030B a ? -j N w—o w13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER z wo a z 14 P-3029 SCREEN LIFT OUT SUMMIT 211/32" W zOz KF- 21/32" 7/16 0 ¢U >.O w�m_ 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER I'- h M z 1-w o_ Z z=�¢�WOO 16 P-3195 SCREEN SPRING,NO HOLE TENSION 6 a9 qs O O F-o cj¢a=If Qf 17 P-3197 SCREEN CORNER KEY M&M NYLON s 1/16^ 1/16" o z- z z to 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2114" z O 0 vi O s COIL,.062 X.656 COIL,.05 X.437 a F-Z LLM z U 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 1/1s P-4491 P'4050' <�O w-�O z 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL tQ z }z�O:2 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w O o w rn o w 0)w 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH R z=a 0 O U)I H-6008 cn 23 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL,SIKA W _~x w w 10 24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW D. ° a 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 17/3;V 27 P-3613 CWS LBL.(LOGO) 11 't�p�?• �GetJs �,� `. 28 P-3685 CS 8400 GOLD CERT.LABEL,NFRC TAB 19/1 " 19/32' v1s" v; Na 53201 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 30 P-3881 TEMPORARY LBL.(NFRC/DP) ' 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE G S1 S STATE OF 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 4yoc •ia1 O p 10� •`�w� 34 P-4005 SUPPORT PLATE,LOCK,SS, OTO HDWE. ((U e)w/P-4006) FASTENAL ROTOSS �,'rsS���iA� 35 P4006 LOCK,MULTI-POINT,ROTO HDWE,WHITE ROTO SS 3118" 3/4" 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS - 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS I—I 11/1s, 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS 31 133 2" x Z 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9122/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4112" r- �o FL PE#58201 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS �� 1/1s" 1 JABARA p NORTTHH PORT,FLL 34 34288 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP 1/2" PH.941-380-1574 45 P4031-P4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/3z" I I SHEET DESCRIPTION: 46 P4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM 47 P4043 STRIKE,MULTIPOINT M&M NYLON T BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-1505 REWF.CASE.SASH KEYMARK ALUM DWG REV.: 52 1 S-6064 IGLZ BD.,7/8" MIKRON PVC CWS-161 D SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 1� a"MAX.D.C.(TYP.)12 1/2'MAX O.C.(IYP.)- SEE NOTE 2 4-MAX'(TYP.) SEE NOTE 26'MAX(TYP.)•--I•-� Qatum --i 4 MAX.(TYP') 8'MAX O.C.(TYP.)— 1900 SW 44TH AVE. 6°MAX(TYP.) 12 112'MAX.O.C.(IVP.)-{I�.—�{I 4-MAX(TYP.)— SEE NOTE 2 OCALA,FLORIDA 34474 ._..........._.—............._._.. 6"MAX.(TYP.) WWW.CWS.CC •SEE NOTE 2 4'MAX.(TVP.) 6"MAX.(TYP.) s• I 8400 PVC MAX O.C. (TVP.) CASEMENT IMAX.D.C. 6' IMPACT (TVP.) MAX O.C. / I , I I , I (TYP-) a z 3 azo X 14 3/4" i x H a W 0 wwoo x u- I-W zF-5? 2 ` INSTALLATION Z Z= Q W 00 \ ANCHOR(TYP.) ` O O U)O z a¢PU)a INSTALLATION ZOZZO O O-Z U U) INSTALLATION ANCHOR(TYP.) \ e( F•2 LL�ZF-O O LL z ANCHOR(TYP.) \\ I ` is Q <3 O�V I=Z y AllW OO K�OWInw W In W Q�fnH a ILL 6-TI RU FRAME ANCHOR L 6'THRU FRAME ANCHOR a ~ a IX a HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) `,%10118111" ANCHORFOR UNITS UP TO (FLANGE) ANCHORFOR UN SYOUUP TO 37 x 63GE) OJT gOREk,T p� ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) �.�p5 CES FOR UNITS UP TO 37-x 72' FOR UNITS UP TO 37x 63' ��V" �� SF+ 1 No 55201 .:w NOTES: i���ljs+oA„�N4 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL B 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. 9/2212017 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 W- MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 JABAR5.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 1239 PORT,PAVE. NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1-1 574 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& 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 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET 120 5 OF 6 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WIPIDOW SYSTEP9S 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. ^1'- MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 1/4"MAX.SHIM __ SEE TABLE 1 W WW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 _ Q0� SEE TABLE 1 MIN.EMBEDMENT 8400 PVC BYRPEIMETENS ALLER�NT SEETABLEI SEETABLEINSTALLATIONANCHOR CASEMENT INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND � O FLANGE BY INSTALLER VO 1/4'MAX.SHIM O Q Z 3 Q Z 3:PERIMETER SEALANT Z w-j 0 a W w o PERIMETER SEALANT BYINSTALLER W Z O Z K r Z H 0 BY INSTALLER INSIDE AND OUT 0 Q N—}O of m INSIDE AND OUT INSTALLATION ANCHOR Z Z=M Q�W 0O ay O SEALANT BEHIND SEE TABLE 1 O O 1-O Li Q=I-W FLANGE BY INSTALLS SEALANT BEhiIND U O U)I-Z a f' 0. INTERIOR FIN BY INSTALLER G p Z U uj Z 0 U INSTALLATION ANCHOR I e+ 1 HORIZONTAL SECTION C HORIZONTAL SECTION } Q 0 w O=O z SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE d" 2 O F- 1- HEAD AND SILL SIMILAR FOR FIN INSTALLATION F }j�O 10 IL ON w Ino JWW NOTE:ADDITIONAL THRU-FRAME ANCHORS 0 W r p a O�} (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE of s a it 3,w SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a H a ^_ Ilul' p�auupyrr EALANT BEHIND u 1/4'MAX.SHIMb. FLANGE BY INSTALLER G= `OOp°;.y�GEtJgG'Py��� V v: No 58201 • PERIMETER SEALANT INSTALLER MIN.EMBEDMENT INSIDE AND OUT *' SEE TABLE 1 �'a= :Q N 9O STATE OF •:kr� SUBSTRATE BY OTHERS i�rr$g./pNAt-fro`°1 SEE TABLE 1 MIN.EDGE DIST. �O� r�rnrrl+rrrr�� SEALANT UNDER SCREW q VERTICAL SECTION SEE TABLE 1 HEAD BY INSTALLER TYPICAL SILL ANCHORAGE L l� - TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 �v' LUCAS A.TU FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. .P.E. FL PE#TURNER. 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2 BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT \1 HORIZONTAL SECTION SHEET DESCRIPTION: PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" �D�6 f BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8'ALUM.( 5 MIN.)OR GRADE 5SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D 1/8"STEEL(3333 KSIKSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 E 6 e RECEIVED OCT 2 3 2018 MIMI®DADS ST. Lucie County, Pelkkliii ECOUNTY • OL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 oNnEIPITANCE CE OA �. www.miamidade.¢ov/economy 4 .4 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code i cl din t o i h Vel ci u 'c e o e.- ESCRIPTION: Clip ed Extruded Aluminum Tub ull'on w/an �inum 1 ei fo ce e t—LPRO DO :Drawing No.LAW-ML-1001,titled"AlumTube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acce tance number and expiration date by the Miami-Dade County Product Control Section. SSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the'performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0529.03 MIAMI•DADE COUNTY 1 Expiration Date: May 30,2023 Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 02-0501.05 and 95-1212.09) 2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullion with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering &Testing, Inc.,Test Report No.HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, Product Control Exaidinel NOA No.18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNwimD) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-012 7.0 7) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition(2017), and of no financial interest,dated November 17,2017,issued, signed and sealed by Thomas J. Sotos,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-02-1714,HETI-02-1716, HETI-02-1717,HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing, Inc.,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No.FTL-1376,dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 02-0501.05) ManuelP e2,P.E. Product Control xa finer NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620,FTL-3621, FTL-3622, FTL-3623,FTL-3624,FTL-3625, FTL-3626,FTL-3627,all dated 11/27/02,issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NDA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test,dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries,Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. U Manuel Pere Product Control E mine NOA No.18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E.Droz-Seda,P.E. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos,P.E. i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuelerez, . Product Control Ex i r NOA No. 18 52 03 Expiration Date: May ,2023 Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE y ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0 GLAZINGHORIZONTAL MULLION o q PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS e y ANCHOR CLIP HORIZONTAL MULLION N GLAZINGUSING MULLION PROPERTIES ONLY F '� 3 PRODUCT + a GENERAL NOTES: L r �\ 1' \ m n C z a 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 y ! [Al REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th+ w Edition)INCLUDNG HIGH VELOCITY HURRICANE ZONE(HVHZ). , QZVERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE =MULLION MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER ro s a INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, ❑ � zx O zINCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.GLAZING GLAZING GLAZING Q GLAZING 3 PRODUCTPRODUCT PRODUCT j N o PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERV LOADS TO THE STRUCTURE. E" mF- 5.ANCHORS SHALL BE AS LISTED,SPACED AS.SHOWN ON DETAILS,ANCHORSEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yU ti � Z CHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS M r: ARE NOT PART OF THIS APPROVAL. ® p• 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. Q 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W W1 W2 • W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET �' j MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. (y V a k ' MULLION SPAN s I + W2 + W3 MULLION & CLIP NOTES WIDTH (W) = W 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. H ANCHOR/CLIP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS g ;r HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N R 3m ' 4 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a - ' .51 �� o GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS w w w PRODUCTTICAL 3 MULLION 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS $ I GLAZING GLAZING PRODUCT PRODUCT N GLAZING GLAZING 11' 5 d o o a z z.Q j PRODUCT PRODUCT o z N =� E E 3 VERTICAL 7)En ANCHOR/CLI / MULLION ANCHOR/CLIP ' m U o 0 wi 12 W MULLION SPAN vai�•Q'1 0� PRODUCT REVISED N �•� az complying with the florid. <do .l) p 0. WIDTH (W) W1 + W2 W1 + W2 = WIDTH W 2 At.planCode t8. S ( ) = Aecept.nec w 05 9.o . 2 Ex't.fion Date3 F e. .,•. TYPICAL MULLION ARRANGEMENTS Mi Dedc Product ��+rut+++ ++++ FI • C 1 t 1.690 .125 A62� 6500 p .156 TYP. -- r2 .125 O 3.000 I.500 r Ofi2 f,M N EN., .. 1.405 1.7132 ,}� '125 y Q t�D U p 4 a.44o z 4.00n 115 3.004 �3.062 3.000 .155 �- 2 X 4 TYPICALL 2.000 �2 2.062 2.004 z> 03 2 h tI WINDOW FRAME w o O W k+----4500 STD. TUBE C O Z �, 0 LO MULLIO 4�0 M� 2. C O X7 MULLION GLOP I II I I .189r .502 1+6000�I .I56rI .102 F'^I.000A78 6063-T6 !F- _ 6.400 1.062 1.is6 t.062 1.188 5.062 '...'' NOTCH 2' 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 r.4 ��- �•L' OPTIONAL STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION a M i0 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 R N Ixx: 2.070 in! Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 in Ixx; 0.330 in! U F ri a Sxx: 1.035 ins Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 n3 Sxx: 0.330 in3 'z 0 0 2.004--�+ (FLANGE FRAME) (FIN FRAME) �(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ g � G ° a o STANDARD 7ueULaR SHAPES �2A46 -.) SCP ,al��nR,S�'etl P to c a TYP.WALL=.125"ALL 1.00 -$'u5'�gC 1 d II ALLOY F 6863-T6 0-{ ! .125 Acct Zr. N0/ �+ �Ny Z i I Ery ftat T}4te Iy Q .750 I TYPICAL GLAZING PRODUCT 124 5.000 qy �y G 2.000 �aAoO--I 5 x I 2.000 .125- ��!! •125 Ay 3 .i bg00 3.004 g i .L25 2.000 o m 4.500 � Is - 4.000 O1 (v pa s ix MUI i ION CLIP 2W4 3.000 4.000 L- I , V ie 6063-16 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINWG STQ. TUBE MULLION STD TUBE MULLION STD, TUBE MULLION m W 1.A6063-T6 6063-T6 f .L. NOTCH '� TYPICAL GLAZING PRODUCTS 2 x 6 6063-T6 2 X 4 OPTIONAL HORIZONTAL OR VERTICALL Ixx: 2.070 0Ixx: 0.950 in Ixx: 0.330 in4. 2T Sxx: 1,035 ins Sxx: 0.633 in3 Sxx: 0.330 STD. TUBE MULLION T . TUBE i N o a SEE WINDOW OR DOOR APPROVAL FOR 4 a w Aa 6063-T6 6063-76 H $ $ FASTENERS SIZES AND SPACING 2i � a Ixx: 8.280 in. Ixx: 2.980 in. - Sxx: 2.760 in? Sxx: 1.490 0 E o Z & a a., CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a m U d W INSTRUCTIONS USING MULLION PROPERTIES ONLY \ \ E2X "L" ,%%%%yiue rr USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT rrr 1.688' AND CAN BE USED WITH ALL lAWSON'S MIAMI-DADS m 0-c ... �r rp STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. w.1i{�, 1 T✓,� 1_ 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. TA4,,. �''a��''r�, STEP 2 usE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD N p p NOTCH 3.68$' REQUIREMENTS.OPTIONAL STEP USE CONNECTION TO MULLION AS PER PRODUCT 3.68$' --- APPRovAL. 0T : :: ru ter+ w •125 MN. 2 X 6 5.688' STEP 4 sPEoFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o p; USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o w1 2.440 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �" r` SNUG INTO TUBE MULLIONS. -IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR t-o °c ,$,ee I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. m "` �:,C).A�3v' 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP &ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION .I"-A° w ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED W STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a TUB E-MVILI NS TUBE MULUCINS TUBE MUILUONS Width(w) MULL SPAN IX2 IX3 ( 1 X 4 2 X 4 _j_X6 Width(W b 2X4 3 --." X-- 6 MULL SPAN JX2 JX3 IX4 _LX 6 Width(�vj_ELL SPAN IX2 1 X r,_1 X 4 -2 4 2 X 18 125.0 125.0 125.0 125,0 18 28.3 -71.-5 125.0 125.0 18 19.3 42.1 60.5 24 laO 125.0 125.0 125.0 125w0 24 21.2 61.1 133.2 125.0 125.0 24 31.5 45.4 126.2 100�9 W 123.0 125.0 125.0 M.0 126.0 30 17.0 48.9 106.5 .0 30 30 -U5-0 2-5 25.2 363 102.5 125.0 125.0 125.0 125.0 36 - 40.7 88.8 -T2- 36 30 127.8 5.0 21.0 30.3 84.1 42 87.9 125.0 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18.0 25.9 72-1 125.0 -114" 120" 63.1 1 C, 48 38-3181, 76.9 125.0 125.0 125.0 48 74 30.6 66.6 95.8 125.0 48 15.8 22.7 ,0� 64 68.3 137.6 1 125.0 125.0 1 125.0 64 27.2 59.2 85.2 1 125.0 64 - 20.2 56.1 1 3; 60 61.5 123.9 125.0 125.0 125.0 60 24.4 53.3 1 76.7 144.2 60 18.2 50.5 66 55.9 112.6 125.0 125.0 125.0 es 22.2 48.4 69.7 131.1 66 16,5 **3 0 72 51.3 103,2 125.0 125.0 125.0 72 20.4 44.4 63.9 120.2 72 15.1 42.1 W= g 78 47.3 95*3 125.0 125.0 125.0 78 T 18.8 41.0 59.0 110.9 78 - 38.8 18 89.3 125.0 125.0 125.0 125.0 18 56.3 122.6 125.0 125.0 18 31.6 45.5 126.4 :z 24 67.0 125.0 125.0 125.0 125.0 24 42.2 920 132.4 125.0 1 24 23.7 34.1 94.8 30 53.6 142.3 -1254- 125.0 126.0 30 33.8 73.6 105.9 125.0 30 19.0 27.3 75.8 ?--36-'57 44.6 1184 If 125.0 125.0 1 125.0_ 36 28.1 61.3 88.3 125.0 36 15.8 22.7 63.2 42 101J --r23.V- 75.7 125.0 42 - 19.5 42 E- ii, 154 38.3 125.0 125.0 42 24.1 52.6 -- - w 80-6i8" 33.5 89.0 145.4 126.0 125.0 48 w - 21.1 46.0 66.2 140.8 48 132" 17.1 -47.4 64 29.8 79.1 129.2 125.0. 125.0 54 - 18.8 40.9. 58.8 125.2 64 15.2 42.1 z so 26.$ --71.2 116.3. 125.0 125.0 60 - 16,9 3e8 53.0 F112 7 60 - 37.9 0 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 102.4 66 34.5 :1 72 22.3 59.3 96:9 139.5 125.0 T2 - 30.7 44.1 919 72 31.6 78 20.6 54.7 89.5 128.8 125.0 78 - - 28.3 40.7 86.7 78 29.2 18 62.6 126.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 125.0 18 24.3 36.0 97.4 1 24 37.3 90.11 05.0 24 - 28.3 61.6 881 125.O 24 18.3 26.3 73.0.5 8.1 -126.iL 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - 21.0 58.436 IS1250 12&0 125*0 36, - 1&8 411.1 ST1 143.8 36 17.5 48.7 ---is-8 77.2 --i-� 16.2 35.2 50.7 123.2 42 15.0 41.7 125.0 125.0 42 z 48 23.5 67.5 114.7 125.0 125.0 1 48 96" - 30.8 44.3 107.8 1. 48 144" 36.5 64 20.9 60.0 101.9 146.8 125.0 54 - '27.4 39.4 95.8 64 32.5 H z 60 18.6 54.0 91.7 132.1 125.0 60 24.6 35.5 86.3 60 29.2 es 17.1 49.1 83.4 120.1 125.0 66 - 22.4 32.3 78.426.6 6 g r 72 15.6 45.0 76.5 110.1 125.0 72 20.5 29.6 71.9 E72 78 - 41.6 70.6 101.6 125.0 78 19.0 27.3 66.3 78 18 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125,0 1s 31.0 86.1 24 34.8 100.0 -�-4=54A(LL 125.0 125.0 24 19.9 43.3 62-3 125.0 24 23.3 64.6 27.8 80.0 125.0 imo 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 23*2 667 125.0 125.0 36 - 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 125.0 125.0 42 - 24.7 35.6 97.4 42 36.9 d 48 17.4 50.0 93.9 135.1 125.0 48 108" - 21.6 31.1 85.2 48 160, 32.3 64 15A 44.5 1 83.4 120.1 125.0 64 19.2 27.7 75.7 64 2&7 2 60 40.0 76.1 108.1 125.0 60 17.3 24.9 68.1 so 25.8 23.5 66 36.4 68.3 98.3 125.0 66 15.7 22.7 620 §2Y6 90.1 '125.0 72 20.8 56.8 r 21.5 o ci '12 33.3 68 - E729 78 X8 L. 78 19.2 52A 78 r-HORIZONTAL MULLION :�-&LAZING�14 TYPICAL MULLION ARRANGEMENTS •.......... VERTICAL PRODUCT MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE GLAZ NG GLAZ NOTE: ING I PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FROEILICT MVISFD0 3will,the Flodda GLAZING VERTICALLY OR HORIZONTALLY. GILAZING PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) A wl W2 WIDTH (W) = Wl + W2 MULLION SPAN___ I 1.690 l_ .125 1.000 .062 .668 312 1A00 1.500 H W a .156 TYP. .125 .Or 62 .125 668 p F, � a2s „� c z 7II o 0 3.000 I M a0 h a o 1.405 4-000 4.000 3ADD .15 1.732 v~i G p o 000 3.062 0 C U Ej2 �X4 4Ll . 2.668 mon k TYPICALMULLIO 3 �. V 4.500--moi 'MNDOW FRAME Z W o O z �Z o z 2X MULLION CLIP 1Ber t56� �-I.DDD.� 00 a o >I o 60fi3-T6 lOz I 102 r3 W T 2 X 6 4-1.06z� 4-1.062 t X 3 t.tee NorcH •L• \ STD. TUBE-MULLION , o 6.DDo STD. TUB 1 X 4 1 X 3 �•L•_ OPTIONAL I N 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION W " � CUSTOM MULLION 6063-T6. CUSTOM M ION 6063-T6 j Rl x 6063-T6 6063 .4 '7 .4 a Ixx: 2.168 in Ixx: 2.218 in' E Ixx: 4.709 m. Ixx: 4.709 in. I . 2.168 int 3 3 Sxx: 1.445 in. Sxx: 1.479 in� y F F Sxx: 2.355 in3 Sxx: 2.355 in� Szz: 1.445 in. o a 2.000--I (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H j Z T.VT g fn 86 ® STANDARD TUBULAR SHAPES ,'� to TYP.WALL=.125•ALL I'�2.000�I y N a O ALLOY 6063-T6 I LSBO I (�,¢d�l w ¢ V .750 II N 41 TYPICAL p• a) GLAZING PRODUCT J D .160 II•^2000--II � � � E 2.000 •125 2.250 �0 I 1425 I ^ 7 £ 4.DDo F-f m i fl I 6DDD etz S.M.S. t 4.500 012'O.C. 4.000 .125 1 JX MULLION CLIP 3.000 a.DDo 3625 $��',� 6063-T6 m v c 2 MULLIONS C0NTAININ L NOTCH L TYPICAL GLAZING PR UCTS Caxs.a OPTIONAL C HORIZONTAL 0 ERTICAL " PRODUCT REVISFD « 4 Y as mmplyhg%Vith a Fimida o 0 0 o SEE WINDOW OR OR APPROVAL FOR 2 X 6 2 X 4 3uildiag Cade c a i s o Sy yS FASTENE SIZES AND SPACING A=P tmce Nu«' 4 a a STD. TUBE MULLION STD. TUBE MULLION E riaoi>zm X23. I 6063-T6 6063-T6 z•wa - 5 ,`o_ ,co_ 9°0 = i m Ixx:19.648 ink Ixx: 7.649 in� Y ade oduct z $ v o •L•� CLIP LENGTH Sxx: fi.549 in� Sxx: 3.825 in� a m d W l ! E L INSTRUCTIONS: RECTANGU R A MINUM TU MULL S MULL "L•' USING MULLION PROPERTIES ONLY 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a o STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. m� O ybAr 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 2 USE APPROVED GLAZING PRODUCTS MEEIWC ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. •w +^ �•'��d' NOTCH 1 X 4 3.688' I-c+ REQUIREMENTS. T OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: 4c APPROVAL. .125 MIN. 2 X 6 5.686' .STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS-ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o •'•�= r ,?':I I. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR , r=s SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. HORIZONTALLY. m I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a ••Yf'. --znaQ -I 6063-i6 INTO TUBE ANCHOR DETAILLIONS. SEE AT SHEET 9 OF0NAL 10. S�-MORESHEET THAN9THESELECT DESIGN ANCHOR SnS ECIF DVATil ON STEP 1n ABOVE.NG 3. REFER TO SHEET 1 OF 10 FOR ARRANGEMENTS ORS ACK CONFIGUPICAL RATIIONSMULLION te;; E C] I STEEL REINFORCED TUBE MULLIONS STEEL•REINFORCED TUBE MULLIONSEELCEO TUBE MULLIONS Width(w) MULL SPAN 1X3 1X4 I 2X4 2X6 Width(W)_MULL SPAN JX3 lX4 2X4 2XG Width(�v) MULL SPAN IX3_ IX4 2X4 2XG 4 0 18 125.6 125.0 125.0 12&0 io 125�O 125.0 125.0 125.0 18 44.0_ 95j .126.0 125.0 z 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 310 71.8 116.6 126.0 30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 36125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 M z 2 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 48 38. 318, 125.0 125.0 125.0 125.0 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 64 '-425.0 125.0 126.0 125.0 1 64 62.0 1 134.6 125.0 125.0 64 - 9 31.9 51.6 1 133.1 W 60 129'0- 125.0 1 125.0 125.0 60 65.8 121.2 125.0 125,0 z60 28.7 46.6 llge 8.9 66 125.0 �2 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26A *Cr Z' z 5.0 C4 X 72 125.0 - 125.0 125.0 '72 46.5 loto 125,0 125.0 72 23.9_ 38 9 99.8 78 125.0 1 25.0 �125.0 125.0 78 42.9 93.2 125.0 126.0 78 22.1 3 92.1 18 125.0 125.0 t&O 125.0 18 128.4 125.0 125.0 125.0 18 33A 71.9 16�8 125.0 96.3 125.0 125.0 125.0 24 24.8 519,- 87.6 125.0 24 125125,0 125.0 1250 24 30 125.0 125.0 125.0 0 30 77.1 125.0 125.0 125.0 30 19.9 -Ag:l 70.1 125.0 36 125.0 126.0 126.0 12at-A 36 64.2 _139�5_ 125.0 125.0 36 35.9 58.4 125.0 "' ' E- Z 1W 8 42 125.0 125.0 12S.0 125.0 42 84" 55.0 119.5 125.0 •125.0 42 30.8 50.0 128.5 48 60-516" 125.0 125.0 125.0 125.0 84�' 48.2 104.6 M.0 1 125.0 48 132, 27.6 43.8 112.5 54 24.0 3119 100.0 64 125.0 125.0 125.0 25.0 428 93.0 125.0 125.0, 38.5 83.7 135.9 12&0 so 60 125.0 126.0 125.0 125.0. 60� 21.6 35.0 '90.0 Z 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0.. 66 19.6 31.8 81.8 78 7:2 135.3_ 125.0 125.0 125.0 72 321 69.7 113.3 125.11 72 18.0 29.2 7&0 n 124.9 125,0 125.0 126.0 78 64.4 - 104.6 --U5.0, 78,-� 16.6, 26.9 69.2 18 125,0 125.0 1 125.0 125.0 1 18 86. 125.0 125.0 125.0 =8 25.5 55.4 1 89.9 1125.0 7,4 126.0 125.0 1 125.0 125.0 24 64.5 ',440.1 1 125.0 125.0 24 19.1 41.5- 67.5 125.0 N U E- 30 125.0 125,0 125.0 125.0 30 51.6 11 125.0 125.9,-' 30 15.3 33.2 54.0 138.6 36 125.11 125.0 125.0 125.0 36 43.0 93.4 125.0 J-26.0 36 - 27.7' 1 46.0(- 116.5 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1125.0 42 - 23.7 38.5 99.0 48 sr 125.0 125.0 125.0 -T25.0 48 96" 32.3 70.1 11 .� 25,0 48 144" 20.8 33.7 86.6 54 137.0 125.0 125.0 125.0 64 28.7 SZ3 A1.2 0. 54 18.5 30.0 77,0 5.0 60 123.3 125.0 125.0 125.0 60 25.8 56.1--/ 91.1 *12 60 16.6 27.0 69.3 66 112.1 125.0 1254 125,0 66 23.50 82.8 125.0- 66 15.1 24Z 63.0 72 102.8 125.0 125.0 125.0 72 21.5 7f7 75.9 125.0 - 22.5 .57.8 11 a G 78 78 43.1 70.0 125.0 78 - 94.8 12&0 125.0 12&0 20.8 53.3 18 125.0 125.0 125.0 125.0 18 .4 131.2 125.0 125.0 18 22.6 49.0 79.6 112255- 125.0 125.0 125.0 126.0 45.3 98.4 16.9 36 24 24 125.0 125.0 24 .7 59.7 125.0 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 122.6 36 125.0 `125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 42 130.5 125.0 125.0 mk 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 48 1142 125.0 125.0 125.0 48 10e" 22.7 49.2 79.9 125.0 48 150" '-e.4 29.8 76.6 54 101.5 126.0 125.0 125.0 20.1 43.7 71.1 125.0 64 163,,l 2§.5 68.1 2 3!� c 61.3 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 3 66 83.0 125.0 125.0 125. es 1 16.5 358 58.1 147.0 66 55.1 72 72 15.1 32.8 53.3 134.8 72 1,9.9 511 .78 70.2 131.4 1 125.0 125.0 78 - 30.3 -1 49.2 124.4 78 f-HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS _VER-IlCAL PRODUCT 06 MULLION ARCHES To BE INSCRIBED z mwut mumwt,-SHAPE C.'..' U, Z CIA G GRAZING "�N. m z NOTE-- .0 4 2 t. T PRODUCT 0- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Ln PRODUCTREVISED VERTICALLY OR HORIZONTALLY. compLying with Ova Flmrida oz: GLAZ NG GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Buildifq Code Aca{HaoccDam &Pr PRODUCT � CT PRODUCT % W1 W2 fly -MULLION SPAN mim t wd 5/16•TAPCONS MIN. EDGE DIST. 5/16'TAPCONS H 1 1/4" MIN. 1_1/2•MIN.WOOD PENETRARON 1-1/2'MIN.W000 PENETRATION 2-3/16" CONCRETE OR EDGE DIST. 2 PER CUP(1 ON EACH WINO) 1 PERµOLE 4" OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS C _ 1-3/4'MIN.EMBED INTrEACIH MASONRY 1-3/4'MIN.EMBED INTO MASONRY 3/4' 4 PER CUP(2 ONNG) 2 PERµCLE wbO qlN, � � I •1' •I I" N 2 z m 11 II 11 II Z>- z a 11 I I 1 1 I I W O O Z II 11 II II II II II II IL -JI I I I I 2 7/16- II 11 II 11 O p Z p 0 ' _________ ;) I I I I 2 X 2 X 1/6• / II 11 II II In 1.1 2 ti .. I 1X FLOATING CUP I I I I ALUM ANGLE X MIN. II II 11 11 IO 2 c. \ WOOD SUCCI( 'J LI ------------- ' By TIIL .) 11 I I 2%2%1 it /B" a 6 I 1 I 1 1 1 N I I WOOD BUCK r •' 1X FLOATING CUP ILII LI ALUM ANGLE ? '7 I 1 \ I I I I I I Z 1 1 1 p a3a 5/16-TAPCONS ANCHORS TYPE 'D' (INTO BLOCK \1 u F E- a fE EDGEDGE DIST . 1_1/2•MIN.WOOD PENETRATION 7 ] z { - ' PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) ®~ z 4 ANCHORS THRU 1X BUCK a m ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK ry INTO TUBE MULLIONS. I I TAPCONS MAY BE HEX OR FLAT HEAD. 1"%4" & 2"X4" MULL a MIN. EDGE DISI. (~ v , � i n u 2-3/16" CONCRETE OR x 1 1 i i i i 4" HOLLOW BLO K 5/16'TAPCONS 5/16•TAPCONS Z z ' 1-3/4"MIN.EMBED INTO MASONRY G 11 I I 1-J/4'MIN.EMBED INTO MASONRY R 1 1 1 2 O II II 2 X 2% 1/B' 2 PER CUP(1 ON EACH WING) 1 PER ANGLE A ' r----------i W000 BUCK I I 11 ALUM ANGLE Y ' F 1 I jJ `j � •I � •.11 ALL CLIPS AND ANGLES TO FIT SNUG Z Z•I n� '�� F ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. �- •+I I o 3 $ nm if m e?o V O ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD �i ii ii ii <_ < " n Q II II < 1�• IL it 11 11 " U U I - WOOD BUCK •j IX FLOATING CUP 11 I I 2%2% 1/ r LL 4 II II ALUM ANGLE r o 0 5/16'TAPCONS 1 I I I U U a a s 0 < < _ 5/I6"TAPCONS N 1 1/4" MIN. 1-1/2•MIN.WOOD PENETRATION \ EDGE DIST. 4 PER CUP(2 ON EACH WNG) 1-1/2 MIN.WOOD PENETRATION 2 PER ANGLE I I I I I I m m = Z I E E Z I I U V O ANCHORS TYPE 'C' (INTO BLOCK) a m o W \z NI Z ANCHORS TYPE 'F' (INTO CONCRETE) € I � �� I I �• � � O \z 2 ANCHORS THRU 1X BUCK ,ie/111111/'Iss,, I 11 II I I I I I v INTO CONCRETE OR BLOCK m ,lb;it 1 1/4" MI ii ii ii ii o� •'1,. T o IL-JI 2 x 2% 1/B" ---- 1 FLOATING CLIP :V N I I 2 BY 1 I ILII U ALUM ANGLE ; I I I I I I 1 ( -�. \ I I WOOD BUCK I I I I 1 1 •,C) O }' I I I I 1 I f_________- PRODUCT as cum '' with the Florida � _ "•�"-='.'4 1 I I I BuildiOg Code o��LL% G-�—•.I I I A-01mcc 140 I="F O L-.''mIi0 Dote •WL3 a .ati,�"•... ��M1 <<'• I ANCHORS TYPE 'B' ALTERNATE tlY ASOI It••1 °k tT 4 ANCHORS INTO WOOD ANCHOR LOCATION Ty;ffiI,; Pr tet cJ I 5/16•TAPCONS I-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST. MIN. EDGE DIST. C4 2 PER CLIP(1 ON EACH YANG) 5/16•TAPCONS 2-3� E OR 5/16'TAPCONS 5/16'TAPCONS O 2-3 OR 1-3/4'MIN.EMBED INTO MASONRY 4' OLLOW BL CK 1-3/4'MIN.EMBED INTO MASONRY 7-3/4'MIN.EMBED INTO MASONRY O W 4' HOLLOW BLO K 3 1 4" 1 PER ANGLE 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE D o F ,MIN. .. 3 4 ^m y z .. , I MJN. � Z y� II II II II II II II II J Z C Z.< II II II II II II II 11 �W= o Q IL__JI CONCRETE OR CONCRETE OR li ii a0 a O 6 CONCRETE OR CEMENT BLOCK II II ¢ I 1 CEMENT BLOCK I ---------- (; I I I I 2%2% 1/B• - 2 x 2 x 1/B• p F- 1 I CEMENT BLOCK j CUP IJ U ALUM ANGLE N ; __ ____ 1 I IJ U ALUM ANGLE a o I I I II U. \ i I FLOATING CLIP 1 I I 1 Z II I I I I 1 I 2 7 . ; I I I I V in E" Q I I I I I MIN. I I I 1 I .i ¢ E k • \-FLOATING 3 1 4" U F MIN. MULL e Z Z z a si ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE 'D' INTO BLOCK) W a e F ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETESIL 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK F' \ 1'x4" & 2•'x4" MULL x f._________i ALTERNATE MULL U I I ANCHOR LOCATION MULL z 1 I I I I I I 1 v 1 CY jr---------1 �. I Q" I I I I FLOATING CUP It 1 Ir-T I I I II 1 _____________ I I I o m 1 1 < II I N CONCRETE ORdp CEMENT BLOCK r p�o y .. I I • I S L N • • I II I • - M V t i N N 5/16.7APCONS .. • Z I. I• u w m 1-J/4' IN.EMBED . I I• •'1 I • I' • x Z z fJ INTO MASONRY •° ° I 2 PER CUP (1 ON EACH WING) x° E E a 3 5/16"TAPCONS • I V c4 a� � I I I I /12 SMS 1-3/4•MIN.EMBED INTO MASONRY a • yET I I 1 2 PER ANGLE 4 PER CUP(2 ON EACH WING) ' • I C� i �� II II ALL CLIPS ANO ANGLES TO FIT SNUG Oq N •'O O I I 11 II 11 INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. rn M • •• •1 .RMUCT REVISED r� •. V:g�; ' a •I Js complying With the Florid. 2 . Z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED BuildinoCo 0; CLIPS ••• ••�fiy��,-j'; I • I •'1� I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR A=pt-lc4�de E-� WATER-WHITE METHACRYLATE LACQUER. E tion o. 5/16'TAPCONS 1-}/4'MIN.EMBEDgYINTO MASONRY- i PER ANGLEiumt G MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR - 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4HOLLJLO 3-3/4" 5/16•TAPCONS1-3/4"MIN.EMBED INTO MASONRY MIN. 1-3/4•MIN. EMBED INTO MASONRY MIN. 4 PER CLIP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING) FV. CLIP LENGTHMULL "L" m v1 2 w m x ; 2 X 4 3.688' 3" h V 2 X 6 5.688' + V Z o z z y N + ( Q + = N W= d O~ \ d 1 + ter 1 '0 0 A 2X6 MULL 5/16'TAPCONS N WOOD BULK 1-3/4•MIN.EMBED INTO MASONRY \ + 2X6 M 5/16'TAPCONS i 6 PER CLIP(2 ON EACH WING) + 1-3 4 MIN.EMBED INTO MASONRY x W Z' 3 i �____________________________ 1 3/4" A 4 PER CUP(2 ON EACH WING) j p 1 2 I 1 MIN. F---------------- 1 3/4" 3/4.. MIN. I p z a z ® O _ 2X6 M _ a• �. D m i zx6 MULL CLIP LENGTH 2X6 MULL m ¢ E- d ° C=----------- MULL 2 X 43 8' ----------- co2 x 6 5.688' -r a v { a _ i 3-3/4" N n H MIN. 4 3 O S s 11/16" ALL CLIPS AND ANGLES T0, FIT SNUG ANCHORS TYPE 'E' (INTO BLOCKS a w INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE WOOD BucYc `° ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. v v o 4 ANCHORS THRU IX BUCK TO CONCRETE OR BLOCK o N iv ANCHORS TYPE 'H' (INTO CONCRETES CLI IR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ' • ; " z g H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 6" MULL SHOWN u m ANCHORS INTO CONCRETE or BLOCK m 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. - z z m z z ,`a_ ,`o_ 3 IE E u a w u c ni I 4t deeejes s s .......... rn {OU. O;•,1 41 PRODUCE REVISED C Jam; ' as romplyug with the Fbrida o m.4 building Code � :'� "V�.e�s" I I Aooeplarlce No 8� Q Y r�.` - � •`C � EXpilntio Date /�.� E'o *. •- I Ay a yKFz.;t1,. W Mi Product C'o Q Ll I MIN. EDGE DIST. 5/15'TAPCONS 2-3/16" CONCRETE OR 1_3/4-MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH y 4' HOLLOW BLOCK 4 TOTAL(2 ON EACH WINO) MIN. I�1 MULL "L" o rn 1 X 2 1.688' h o 'i: � i '�� ..•.t' .I � n 1X3 2.688' wni� z o I X 4 3.688' I�il oa V a m a o 2 X 4 3.688' rnp n 2 w m i -7/16 2X6 5.688' g"� y a3 2 MIN. • 2x4 or 2x6 Mull i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT Z w_ C,3 a a t I i i i i 2 x 2 x 1/4' SNUG INTO TUBE MULLIONS. o W= Z O ------- LJ LU ALUM ANGLE 2, WHERE ANGLES ARE NOT FIT SNUG m M a .a o INTO TUBE MULLIONS, SEE OPTIONAL ..] ANCHOR DETAIL AT SHEET 9 OF 10. n o ti I g'14 S.M.S. Cr-1 O 4 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL rueE Mu WON v E, WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. U v C Y ----------------- F MIN. EDGE DIST. ISIDE ---- ® m 2-3/16 CONCRETE ORIL y 4 5 4" HOLLOW BLO K g12 F.H. I V! 6 t�. 1/8'THICK ALUM CLENGTHTO FlINTO UBE MULLION V C TUBES MAY BE NOTCHED •_ j' I Raj AS SHOWN TO ALLOW INSTALLATION , U OF CUP ANGLE LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY Q a ANGLES TO TUBES WHERE ANGLES X g14 FN SMS Z ARE NOT FIT SNUG INTO TUBE a I I2 PER CLIP MULLIONS. ACCESS HOLE 1_1/2 O.C.MIN. I 1 b j 5/8"(2) _ ^ o m ----- I ----- G o 0 ; , m c c 5/16'TAPcoNs g14 SMS_,-/ 1-3/4'MIN.EMBED INTOMASONRY 4 PER ANGLE 83 2 PER ANGLE j I " 1 ______ ----- ______ _____ t w 2x2x 1/8. THIS SCREW CAN BE • ALUM ANGLE INSTALLED IN EITHER I I g12 FH SMS 1 e • DIRECTION y� I 1 2 PER CUP I c a O w I 1.O.C.MIN. I I u ux'i 22 y^ Z. In fu 1 e r y m ti G a 1-3/4'x 2-% 1/e"(FOR 2BY TUBE) z 3/4-X 2•x 1/8'FOR(1 BY TUBE) 333 ¢ r'7 ALUM ANGLE • M CUT TO FIT SNUG INSIDE TUBE sl=i.•. ANCHORS TYPE 'I' METAL TO METAL CONNECTION - USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION y y.vx;. _'• '+' ,;, `` C.Z1C ' PRODUCT REVISED plying withthe Ftvrida 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG Ac� d. I-4,,.'+:I MIN. INTO TUBE MULLIONS. 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. ExpeatiooDam ?Iy1$ a '`'i -•';.�'� MIN. 8y a ANCHORS INTO CONCRETE OR CEMENT BLOCK Minn' eda product Co q i ANCHOR TYPES.- ANCHOR TYP ANCHOR TYPES Width MULL SPAN p g C D E F G H 1 Width MULLSPAN A g C D E F O H 1 Width MULL SPAN A g C D I E I F 1 G H I I y 18 15.00 125.00 1500 D 125.00 12500 725.00 1a 90.72 1 .00 1500 125.00 125.00 1500 125.00 1a 56.13 11227 129.07 15.00 1125.001144.271125.001125.001125.00 c 24 131.65 125.00 12500 125.0012500 125.00 12500 12500 12500 24 68.04 136.08 125.00 12500 12500 12500 12$00 12500 125.00 24 42.10 81.27 98.80 145.00 15.00 110&201125.001125.001115.70 O 9.j 30 105.32 12500 12500 12500 125.00 125.00 125.00 15.00 212500 30 54.43 108.88 125.16 125.00 125.00 139.89 12500 00 125149.59 30 33.68 67.36 77.44 116.481125.001 83.56 1 130.24 12500 9256 1O m 36 87.77 125.00 125.00 12500 12500 12500 12500 12500 125.00 36 45.36 90,72 104.30 125.00 12500 116.58 12500 12500124.68 36 28.07 56.73 84.51 9707 129.007213 10853 14420 77.13 n m y r4 c 42 7518 125.00 125.00 125.00 125.00 125.00 125.00 12500 125.00 42 38.88 77.76 89.40 134.46 12500 99.92 125.00 12500 10fi85 42 24.06 48.11 55.31 8327 110.57 61.83 93.00 12360 6811 "�m y O 48 38318 8,5.62 131.6.5 12500 12500 12500 125.00 12500 12500 12500 48 74'1!4 34.02 68.04 78.71 11766 12500 x7.43 131.56 12500 9349 48 120 21.05 4210 48.40 7280 96.75 54.10 81-40 108.15 5785 v~5.oa e V z o I 64 58.51 117.02 134.53 12500 12400 125.00 125.00 125.00 12500 54 30.24 60.48 69.53 104.58 138.99 77.72 118.94 125.00 83.11 64 18.71 37.42 43.02 64.71 8300 4809 7236 .9813 51.42 0¢W O ¢ o j S 52.66 100.32 121.08 12500 12500 12500 1250012503 144.72 80 2722 54.43 6258 94.13 12509 69.95 10524 139.83 74.80 60 76.84 33.68 3872 5824 77.40 43.28 5412 88.52 4628 O1�o e c�a 68 4797 9574 110.07 12500 12500 12500 12500 12500 731.58 66 24.74 49.48 Sfi89 85.57 11372 6359 9568 127.12 680 66 15.31 30.62 3520 5295 70.38 39.35 5920 7865 4207 3 I`.M.. z 72 43.88 8777 100.90 12500 125.00 125.00 12500 125.00 120.60 72 71.68 45.36 5215 78.44 104.24 5829 87.70 11fi53 6233 72 14.00 78.07 32.27 48.53 64.50 3807 54.27 7210 38.57 z� 3 00 14 h 78 40.51 81.01 93.14 140.09 12500 104.11 12500 12500 111.32 78 20.94 41.87 48.14 7240 9622 5381 80.96 107.56 57.54 78 12.95 25.91 29.78 44.80 59.54 3329 50.09 66.55 35.60 o c z Z O y 18 133.06 12500 12500 1250 12500 125.00 125.00 12500 12500 18 50.19 125.00 125.00 125.00 12500 12500 12500 125.00 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 12500 14024 '''_ 24 99.79 12500 12500 12500.12500 125.00 125.00 1250 12500 14 60.14 12029 13829 12500 12500 12500 125.00 125.00 12500T78 3827 76.55 88.00 13238 125.0098.38 14$00 175.00 10518 °�° o_ ..4 � o 79.83 125.00 12500 1 125.00 12500 12500 30 48.11 9823 110.63 12500 125.00 12366 125.00 12500 132.24 30.62 61.24 7DAD 105.89 140.73 7869 11840 12500 84.15 j G 36 66, 133.06 12500 12500 12500 125.00 2500 12500 12500 38 40.10 80.19 9219 138.67 125.00 10305 12500 125.00 110.19 25.52 51.00 58.67 88.24 117.27 6558 9867 131.09 70.12 57.02 .2 125.00 12500 7 12500 1500 12500 42 34.37 68.73 79.02 118.85 12500 88.33 13290 125.00 94.45 21.87 43.74 5029 7564 100.52 56.21 84.57 11236 60.10 W U 48 50 5J8 49.90 99.79 114.73 12500 125.00 128.24 12500 12500 137.13 48 84 30.07 60.14 W.14 104.00 138.21 7729 11629•12500 8264132 19.14 36.27 44.00 66.18 6795 49.18 74.00 X32 5259 64 44.35 88.70 101.96 125.00 125.00 11399 12500 125.00 121.89 64 25.73 53.48 61.46 9244 12286 6870 10337 13733 7346 17.01 34.02 69.11 5883 7818 43.72 6576 8739 4875 -4 E- 60 j 69.92 7993 9116 138.05 12500 10259 125.00 12500 109.70 60 24.06 48.11 55.31 8320 11057 61.83 93.03 123.60 66.11 15.31 30.62 3520 5295 7036 39.35 5920 7866 4207 �U >• m 6 66 36.79 7258 83.44 12550 125.00 9326 140.33 12500 99.73 66 21.87 43.74 50.29 7564 100.52 5821 84.57 11236-,ED.10 13.92 27.83 3200 4813 63.97 35.77 53.62 71.50 38.25 z IL i 72 3325 65.53 76.48 115.04 125.00 8549 12863 1250 91.42 .72 27.05 40.10 4810 .69.33 9214 51.52 7752 10300 55.10 12.75 25.52 29.33 44.12 5864 3279 49.33 65.55 35.06 ,..I j Z7 78 300.71 61.41 70.60 10819 141.13 7892 118.74 125.00 84.39 78 1851 37.01 4256 64.00 8505 4756 71.56 9508 50.86 11.78 23.55 27.08 40.73 54.13 30.27 45.54 80.50 3236 ® v '��" z 19 119.16 15.00 12500 15.00 12500 15.00 12500 12500 12500 18 70.17 140.33 15.00 15.00 12500 12400.12500 12500 12500 18 46.78 93.56 10756 125.00 125.00 120.221 12500 125001128.56k c rn 00 24 88.63 125.00 12512500 12500 12500 12500 12500 00 12524 52.63 10525 121.00 125.00 1500135-25 12500 125.00 144.63 24 35.08 7D.17 80.67 121.33 125.0090.17 13567 12500 96.42 ¢ p 70.91 1 125.0'1500 i2snn 125.00 1500 12500 30 4210 8420 96.80 14500 125.00.10820 12500 15.00 115.70 30 28.07 58.13 64.53 97.07 129.001 7213 1108.53 144-201 77.13 W C m 36 59. 118.18 13586 .00 150 15.00 500 12500 12500 36 35.08 70.17 1 60.67 121.33 1500 90.17 13567 1500 96.42 36 23.69 46.78 5378 80.89 107-501 60.11 1 90.44 120.171 64.28 �HN C 50.65 10M MUZ 1500 15.00 1 1500 12500 139.19 42 30.07 60.14 69.14 104.00 13821 7729 116.29 125.00,8264 42 20.05 40.11D 46.10 69.33 1 9214 1 51.52*1 T752 lmoo 155.10 W S 48 O 44.32 68.63 101.89 1500 15.00 113.89 1500 12500 121.19 48 96 26,31 52.63 00.50 91.00 120.94 67.63 101.75 135.19 7231 .48 144 17.54 35.08 40.33 60.67 80.63 45.08 67.83 90.13 4821 ��a�h Q a 2 F4 39.39 78.78 90.57 13623,15.00 10124 1509 125.00 17.43 64 23.39 46.78 53.78 80.89 10750 60.11 90.44 12017 64.28 64 15.59 31.19 35.65 S493 71.67 40.07 6030 80.11 4285 � � Z"x999 60 35.45 70.91 81.52 12261 1500 91.12 137.09 1500 97.43 60 21.05 4210 4840 7280 9875 54.10 81.40 10815 57.85 60 14.00 28.07 322/ 4853 64.50 3607 5427 7210 3857 � x °• 66 322! 64.46 74.11 111.46 14813 8283 124.63 1500 8857 80 19.14 3827 44.00 65.18 67.95 4918 74.00 98.32 5259 66 12.76 25.52 29.33 44.12 %64 31-79 49.33 65.55 3506 Q v 72 29.54 59.09 8793 70216 13579 75.93" 11425 12500 8119 72 1754 35.08 40.33 6.67 00.63 4508 67.83 9013 48.21 72 11.69 23.39 2899 40.44 5375 30.06 45.22 60.00 3214 yy e 78 2727 54.54 6270 94.32 15.34 70.09 105.46 140.11 74.95 78 16.19. 32.38 37.23 "55.00- 7442 41.62 .6262 8319 44.50 76 10.79 21.59 24.82 37.33 49.62 27.74 41.74 55.48 29.67 �H 1a 106.E 15.00 1500 1500 1500 125.00 12500 1500 1250 .18 62.37 124.74 143.41 1500 1500 1500 15.00 1500 12500 16 44.91 89.81 103.25 15.00 125.001115.411173.651125-001123.41 g 83.19 125 00 1500 15.00 150 1500 12500 24 46.78 93.56 107.56 15.001500 12012 15.00 15.00 12856 .24 33.68 67.36. 7744 116.48 15.0086.56 130.24 15.00 9256 30 64.15 128.30 147.50 125.00 150 1500 OD 2500 12500 30 37.42 7494 86.04 129.42 12500 9fi18 144.71 1500 10284 30 26.94 53.69 61.95 9318 173.84 6925 1104-191139431 74.05 - e iz 53.48 1 1500 1500 12500 125.00 146.92 36 31.19 6237 71.70 107.85 14333 80.15 120.59 1500 8570 36 2245 44.91 51.63 77.65 103.20 57.71 8683 11536 61.71 42 O 45.82 91.65 10536 1500 1500 117.77 1500 1500 125.93 42 26.73 53.46 61.46 9244 171-86 68.70 10337 137.33 7346 42 1925 38.49 44.25 66.58 86.46 49.46 74.42 98.88 5289 48 63 40.10 80.19 92.19 13867 1500 103.05 1500 125.00 110.19 0.8 106 ..23.39 46.78 5178 80.89 107.50 60.11 90.44 120.17 64.28 48 150 18.64 33.68 38.72 58.24 77.40 4328 6512 X52 4628 64 35.84 71.78 81.95 12326 1500 91.600 13780 C125.009795 64 27.79 41.58 47.80 71.90 9558 53.43 00.40 706.81 57.14 64 14.97 29.94 34.42 51.77 8800 3847 5788 76.91 41.14 60 32.08 64.15 73.75 110.93 147.43 8244 124.04 60 18.71 37.42 4302 64.71 66.00 4809 7238 96.13 51.42 60 13.47 26.94 3096 4659 61.92 34.62 5210 69.22 37.0229.16 58.32 6705 100.85 134.03 74.94 11276 66 1701 34.0239.11 5883 7818 4372 8578 87.69 4875 68 1225 24.49 2816 4236 5629 31.48 47.38 0.92 33667&.73 5146 61.48 9244171-66 68.70 10337 72 15.59 31.19 35.65 5793 71.87 40.07 fiQ30 80.17 4285 72 11.23 2245 581 3683 57.80 2885 43.47 57.68 30.8524.87 49.35 5673 85.33 113.41 63.41 9541 . 78 14.39 28.79 33.09 49.78 68.15 3699 55.66 73.95 -i9.58 78 10.36 700.73 23.83 35.84 47.63 2663 40.07 5324 2848 c v z t o e ay 9 � � d Y ANCHOR/CLIP - _ Z ANCHOR/CUP o ' 9 o HORIZONTAL•MULLION xZ �' _ ANCHOR CLIP NOTES: ,t Ea E GLAZING �� VERTICAL o PRoOUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER a r MULLION TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. � �lppunp�� PRESSURE PRODUCT PRODUCT �a ,GLAZING GLAZING GLAZING z ` GLAZING •` 3. SELECT ANCHOR 2. REFER TO TTYPE WITH DESIGN RATWS ABOVE FOR MAX. IGNMORE THAN m�`�,,0 -•'*•• a �ti/4 ��' PRDDucr PRODUCT m z 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. ANc1aR/cu w <tn 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 5 y a O;j > ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. �'.m;fM a * ':Q 'i w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCfREVIS&7 z"� ��0 us W[Phina With the Flmidn u9i, j•�1 Z V•���.: 1 W l 002 •~• 13olldi.&co& =a, I HORIZONTAL MULLION ps`� d°"T'10 8• Q•q� Fa�Oiy •r... a SPAN Eytlratiw Daae 1023 a ,I4j44* P 441�e`o` I W TYPICAL MULLION CLIP ARRANGEMENTS Mie UededK1 . o 1 r