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Ftorida,Btiiliiing Code'011' f Page t of 4 �. Of ; SM rlame j Loll In Ustr ReolstmOon Not Top!¢ % Submit Surcharge StatS&Fans Publication$ ; FBC Sart 13CIS Site Map : Unks : Search 3�Y.tlsiines y� ( Product Approval tea:Public user Regulation Fr'duct AV.GLQ—y&1 Menti;>P011KI a-Arc'ication.eitr h> ip.�l£3`n uct>App11C5Nort Derall c:a # FL152S0 R5 Application Type Revtsitin A F ;:.Code Version Application Statti5,.. Approved Comments,: . Archived Product Manufacturer Ptastpro Inc./Nanya Plastics Corp. Address/Phone/Ernall 5200,W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@twbidgconsultants.com Jiuthorled:Signature` Vivian bVrht t: . rickw@rwbi4idgcos#sultants,com Technical Representative" Scott Johnson Address/Ptiohe/Ema€1 5200 W Centtiry:Blvd Los Angeles,CA'90045 (440)969*9773-:Ext 18 scottjohnsciri6ptastproinc.com Quality Assurance Representative Ron O'Connell., AddresslPhope/Email ; 5200.W Century Blvd. Los Angeles,CA 90046:,.-.:: , (440)969-9773 Ext.16— ronoconnell@plastpro.com 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 E I'gineer,or Architect Name who developed Lyndon F.Schmidt,.P.E. the;Evafuat€oil Report Florida License PE-43409 Quality"Assurance Entity National.Accredi6tion and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,'P,,E. r Validation Checkitsk—Hardcopy Received Certificate of Independence FlA5210 R,S COT CERT F TATE of INDtPENLDE CE. f Referenced Standard and Year(of Standard) Standard' Year ASTM D1929: 1996 ASTM D2843 .,. 1999 ASTM D635 1998 ASTM D638,: 2003 AST.K E1300 2004 ASTM E84 2005 ASTM G26 1995 G`155 2005 file:///C:/Users/KAMREL- I/APPDatalLocaYTemD/Lo,.v/IvIJ6R62TV.hti-n 7/11/20 15 'kloa ida Bzldixg Code On the "; Page 2 of 4 TAS 201,202, 263 2994 �Equlvatence of Product Standards Cert:fied.By: Florida Gcensedaprofesstonal Engineer or Arctiltect '. .. F1,15211 RS PnuEv Frruiv i ra Of Sndards.odf Sect€ons from the Code :.Product Approval Methotl' Method 1 QpboCf D DabeSubmitted 04)2412015 ' Dake Val;hated"`' 04/26/2015 tie Penaing.FSCAppiotCal 04/29/2015 Date Approved Summary of Products FL-,# Modefi<Number-or,•Naarie Description. 1 Zi0'1£ a 5tiiooth/Wcod Grii4VWh€te Wood 6,B"Irnpac#'v Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O IriswlF g/Outswing(X. Configurauon)'R' ` .Eibergt�ss..Door ,. limits of�Use irtstallaYaoq Instruct€ons =Approved'for use in HVHZ::Yes F 'S 1 11 Inst 15211i,7_rid Approved for use ouitslde HVHZ-.Yes Verified By, Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by,<IrtdependentThird Party Yes , Design Pressure:NIA . . :,, Evaigataon;Reports q Q#Icer.-See_I.NST.15Zi:0.f for.Desgn Pressure Ratings,any E4 15210 R.S Ar =val 15214?odf additionaIuse,limitations�instaliatiortinstructions and Created byThdependentThird Party:Ver product pa"rtiariars. I521O 2 ;. Ii'.SrcioothjlNood GrainjWhite Wood 6 8=TmpaeGt:Opaque Fbergtass Single Door with Stdelite or Gra€n/Rust€ Mahogany Series O Siiielites-Inswingloutswing(OX or XO;OXO- Eibec lass Qaor Coafigurat ons) YarralYs ofitse ;r, •`.' InsLatfation Instruchotts Approvetlfor use in HVHZ:Yes FL5710 R°i'IT Inst 25210 7.. df Approved for use ouitside;HVHZ:.Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Created:by;Independent Third;Party:Yes=; ^. Design Pressure N/A Ewiluatiort Reports :. tJT3 er:Sef INST 152i0.216r'.C7�s€g n.Pressure'RatYngs,any 11:6$21 5 AE Eva€15210.2.13dP additional use limitations,•Installation instructions and Created by Independerit Third Party,Yes 3'5210.3 c SmoothJWoad Grain/White Wood 6 8,'jmpa&.,Opaque Fiberglass Double Door with or without 1 Grain/Rustic1Mahogany Series O S.tdegk6s:r ins}vtng/Outswing:.(XX;w<0-Configurations) Ftbergiass poor Limits,of Use' Irtstallattbn Instructions 'APPr6v6 for use in HVHL:Yes .Z1 lz ti Tnst'i 5 iii 3..d' Approved for use outsideRV4Z:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes`,.:;.::. Created by Independent Third Party:Yes Design Pressure:N/A Evaluation.Reports:-=,, `bt3 eh See INST 15210:3 for Design.Pressure Ratings,any >L,S 10 as.AE Eval M,10 1pdf addit:661 use limitationsi installation instructions and "Created by Independent Third Party:Yes product pa`rtietitars. f$2 i'0 4 d.SnicoEtijlNoad Graffi/N1h€te Wood 68,"ln?pact"Glazed Fiberglass Single Do - Grain/Rustic/Mahogany Series O InswingfQutswing(X>-,Configuration)° Fab lass Door k �. Limits ciCUse Instattation,Instruct*,orts r pppro—ie4'for use in HVHZ:Yes F1-1521Q iY 'J1 fnst 152.10. .pdf Approved for use outside:HVHZ:Yes Verified By'Lyndon F.Schmidt,P.E.43404 Impact Resistant:Yes _ Create by.Iridepepdent Third:Party ,Yes;; Design Pressure:NIA Evatciatlon Reports Other:See INST 15210.4 for.Design Pressure Ratings,any gas;'10 RS aE Eval 2�.4:odf dditionai-use-limitations,installation instructions and Created by IndependeritThird Party:Yes produc°p Y5220:5 e.SmoathjWood Grain/GAhe Wood 6>'8-"1mpact„Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sideiltes M Inswing/Outswingc(OX:or XO OXO- Fibergiass Door Corif<gurations'. Limits:of Use '; Instattatron Instructions:” 'Approvedfos use in HVH2:Yes FL15 4 R'S�TI Tnsk X5?i�r.rlrlf file;///C:/U§ers/ ,AMREL-�l'IAppData/Local/'Temp/LoNN,/MJ6 62TV.l-itm 7/13f2015 Florida-,Buiild ng C6d6,0n1tne Pa eF3`bf 4 Approved for use outside HVHZ:Yes Verified By Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Greated:.by.Independent Third Party:Yes Design Pressure:N/A EMtration:Repprts Other:See INST 15216,5 fgr t)esigTl Pressure.ltatsngs any- _ RS AE Eval 15210 - additional use.limitations,' ni allation instructions and Created by Independent Third Party:Yes product.pa+fico#ars. F Smooth/Woad Gram White,Wood 6 8"impact".Glazed Fibe lass Double Door with or without 15,,210 6 �, GralnJRustictMahogany Series O Side#ites�_Inswingloutswing(XX;OXXO-Configurations) Fiberglass Door Llnmits of Ilse Installation Iustructiojls Approved"for ttse it 0I PL 5( LO_RS 11"Inst 152'10 6 adf .,;Approved`-for:use oiftside HVHZ:Yes Verified BY Lyndon r Schmidt,:P.E.43409 Impact Resistant:Yes;, Created icy Independent ihird.Party;Yes Design Pressure:NJA, Evaluat:on,Reports, ' Other:See INST 15210 6 foC,Desi6n.Pressure Ratings,any Et52i0 RjAE..g adtluai 35210 6 raLlfr" i6onai use limitations Installation Instructions and Created by Independent Third Party:Yes product,particulars,. 35210 7 g Smoothjygood Gram/YhlterWood 8`0"Impact".Glazedberglass Single Door-Outswing(X- GraiivRusticlMahogany Series O Cor7fgurat#on}:;. : t .. Fiberglass Door Lits ofUse � `�', .` Instaiiatron xnstructiiips :.. Appraved'for dse in HVHZ.-Yes `FI 15210 R5 II Inst 157 7 odf ^Approved for use outside HVHZ:Yes .1. . 1Fied,Ely.Lyndon F;'Scfzm€dt,P.E.43409. Impact Resistant.Yes,,,,,;- Created by Independent Third Party:Yes Design Pressure:NjA Evaluatf0n.Rep0rt5 -Other:See INST 15210 7 for,Deslgnt?ressure.Ratings,any FI 53 790 R <AE Eva:15710 7 adF additional use iimitations,.(nstaitation instructions and Created.by Independent Third Party:Yes product Particulars. " 15210 8 h.Smoo#7JWood GrainjWfirte_,Wood 00°impact",Glazed.Fiberglass Single Door with Sidelite or Graln/Rustic/Mahogany Series O .: Sidelites-puistying(OX or XO;OXO-Configurations) Fiberglass Door -11th.of Use' Tnstaiiatio:s Iristsutkions " Approved'fdr iiise-lirt HVHZ:Yes FI 15210 AS 7T in 15 10 o.odf Approved'for use outside HVHZ:Yes Verified Dy 1,yhdon FSchmidt,P.E.43409 Impact Resistant:Yes . Created:by.Independent Third Party:Yes Design Pressure:NIA Evalgation.,Reports Other:See INST 15210 8 for:Design Pressure:Rattngs;,aL1y F-is2lt) RS AE Eva 03 t;ndf- additional use limitations,installaflon instructions and. Created by Independent Third Party:Yes product particulars. 15210.9 i.Smooth/Wood Grain/Whlte Wood 80 WImpact":Glazed Fiberglass Doubte Door with or without Gialn /Rustic/Mahogany Series O SIdetltes,.-Outswing(XX;OXXO-Configurations) Fiberglass Door 'Limits of Use ' Installation Instructions Approved"for use in HVHZ.+Yes F�3 5210 R5'II Inst 1219.9.odf Approved for use outside HVHZ:Yes Verified By 'Codon F'Schmidt,P.E.43409 Impact Resistant,Yes,..,: Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports, Other:See INST 15210. for".Deslgri,Pressure-Ratings,any FL1S21,0 R5 At.,Evac 1. 2t0,9,odf ad'ditlonal use l#mitalions,.#nstailation instructions and Created:by Independent Third Party:Yes .product particulars. M5230;10 J.Smooth/%Vood GrainjWhite Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved„for use in HVHZ:Yes FL1521Q RS IT Inst 15710 10.pdf Appro'ved.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 15210.10 for Design Pressure Ratings, FLM 9 R5 AE Eval 15710.10.ndf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product"particulars. 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 R5 11 Inst IS210.1.1.odf Approved for use outside HVHZ:Yes Verified 8y:Lyndon F.Schmidt,P.E.43409 impact Resistant:Yes Created by Independent Third Party:Yes DesignPressure:N/A EVafuatiaa.Reports " O#her:See INS T,15210,11.for Design Pressure Ratings, FLIS210 R5 AE Eval 1S210.Ii. . ndf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. filetNC::/Jsers/KAMl2EL—I/AppData/LocaUTenip/Low/5L6Y1V-LI.htni 7/13/2015 CFI©rich Biiiltting' de Online Page 4 of 15210.12 I.Smooth/Wood Grain/Whibe Wood 8'0"Impact'Opaque Fiberglass Double Dogi„with or without j Grain/Rustic/Mahogany Series.0•_ Sidelites-Outswing{XX;OXX0-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI 2_10 R5 II Ins:1'2 .l" 2, df Approved for use outside HVHZ:Yes Verified By.,Lyndon F.Schmidt,P.E.43409 impact Resistant.Yes Creaked by Independent Third Party:Yes Design Pressure:N/A - Evaluation Reports Other:See INST 15210,12 For Design Pressure Ratings; FL1 5210 R5 AE Evat 15210.12.Ddf anyadditionai uselimitetionsi instaliation instructions and Created by Independent Third Party:Yes product particulars. 1521(1.13 m.Smooth/Wood Grain/White 8`0"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany. $oits--Outswing;(X:-.Configuration) Series 0 Fiberglass Dpor _ Limits.of Use "' Installation Instructions Approved For use itr:HVHZ:Yest,L t 2, R5 A Tnst 15210 13,o4iF; Approved far use iptside HVHZ:Yes Verifietl lay'kyndori F.Schmidt;P.E.43409 Impaict'i2esistant:Yes Created by Independent Third.Party:Yes gesign Pressure:N/A evaluation Reports Other:.See INST 15210.13 for Design Pressure Ratings, . FL15210 R5 AE Eval 15216.13.&df any additionaiuse limitationsi installation instructions Slid Created by Independent Third Party:Yes prodilct particulars. 15210.14 n.Smooth/Wood Graln/W.hite;Wood.;8'0"Impact"Opaque.Fiberglass Double,Door.with Surface Graln/Rustic/Mahogany Series O',:,- Bolts on Active Door panel-�Outswing(XX-Configuratlon) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes RS ii Inst 15_Z.1D_14&0f Approved for use outside HVHZ:Yes 'Venfied 8y:Lyndon F.Schmidt,P.E.43409 Iiripact Resistant:Yes Created.by Independent Third Party:Yes Design Pressure:NIA Eveluatiqu,11-ports Other:See INS;15210,14 for Design Pressure Ratings,'._ Ff:l"511'()05 AE .Evac 1cQ,14.D,rf any additional use limitations,Installation lnstructiobs'and Craateil:by Independent Third Party:Yes product particulars. 15210.15, o.Smooth/Wood Grain/Whil:6 Wood 8'Q"Impact"Glazed Fiberglass Single Door utilizing the Grain/tustic/Mahogany Series O W NDSERr'an operational window Insert-Dutswing(X- Flbergiass DoorConfiguration) Limits of Use Xclsteliatlon instructions Approved for use In HYHZ:Yes FC!5210-R5 II Inst 15210. 55.pdf Approved for,use outside HVHZ:Yes "VeAfled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:ld/A Evaluation Reports Other.See INST 15210,15 for Design Pressure Ratings, FL15210 R5 AE Eyai X52,0.15.Ddf any additional use limitations,Installation Instructions,an&: Created by Independent Third Party:Yes product particulars. Hack._ Next .. Qntayt.Si5::.194.2rro rldnroe-Street;-TalijhaaseeOi'32za�pitone:e50-as7-t.8zg The State of Fbrida is an ANEW employer,r'amri<aht 2007-2033 State of agrAgi, Privacy Statement.:AMgMibNtty Starymgn[::RFl(iand Stat ltt rt Under Florida taw,email addresses aro public records,:r you do not want your a Mali address released in response to a public-recards request,do not send electronic mail to this entity,instead,contact the office by phone or by tradRianai mail,it you Have any questions,please contact 85o.457a395.*Pursuant to Section aS5.27Sr1),Florida Statutes,effective October 1,2013,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emails provided may be used for official communication with the licensee.However email addresses arc public record.If you do net wish to supply a personal address,please provide the Department with an email address which can be made available ro the,public.To determine if You are a ilcensae under Chapter 455,F.S.,.please Ock hM, Product{.A'pppr�ova5t Accepts: 'Tt!Clf1'it\'b5 ii:'atlC'S' file:///C:/Users/KANMEL--I/` PDData/f.,oc,qt,l,--,,fr 1�1=1rrr 4trVirnr , , . .` F � plastpro 141 r, u 5200 W. CENTURY BLVD. �� y LOS ANGELES, CA 9004537.50'MA}(,OVERALL FRAME WIDTH –- o o (v n Smooth / wood Grain/ White Woos! Grain � Rustic /Mahogany n dos a6 Series O Fiberglass Door INSWING/OUTS WING E 'EN GENERAL NOTES "IMPACT' 3 z I. This product has been evaluated and 8 in compliance vriih the 2010 Florida Building Code(FBC)sfruclural ? 4 �. requirements Including the"High Velocity Hurricane Zone'(HVNZ), c3a 4- 2. Product anchors shall be as bled and spaced as shown on details.Anchor embedment 10 base material shag be beyond wall dressing or stucco. w o . 1 3. When used In the"HVHZ"This product complies Wifh Section 1626 of the Florida Buildng Code and does not require an Impact reds stant cbvering. 4, When used In clreos.outslde.of the°HVNZ"requiclog vt d,home 4#b..protection this praductcomp3(oswith 0 � M) �EL Section T609,12 of.tfie 2010 FBG and does not require do impact res�tantcoverGig.ThLs Product mLsrle levef"A"and tncfudes Wind torte d as defined in ASTAi E 1995 Ond:Seetian 1604,1,2.4 of.the FM G S. For 2x stud construction,anchoring of these units shat!be the some as that shown for 2x buck masonry construction. - 6. Site conditions that deviate from the dotprls.of,fds drawing,requUefurthe.eni�ingering gnah,�,is.by:a:ticensed sngmeer.ocregist�retlarctpfect. .I__� � � 7 Oirtsry ng canfk uraiioris treat t�gter infliratton requuernerlts for HVHZ' A�loiherconf;cdurairons do not hisetthewc7tprrnfiitraliianT4qunementsforthcr'HW;HT alGdmus�l�trtsta�ed.pnfyurrtorX-habitabl®ark-a"scr of h�hrtoaletacaileltrprofvle ;bY an p rethgnp ar cpiaapyaucti that#ho ari0te bahv�en fh�'erigc�of canopy or pverhartct":fo s"ti rs I�?ss 3hgn d5 degrees .` : .. '•' •- ' : 2 Dnbltku!elifeta�s,... '. ,,�•r��,??8171 �io`�Yr��'a,�s. .;. .��1F�GIfT ,t<r � : 3 8'ira�r3tllau5dhdgEanngdrtla� : ; 350 : ,p � d HortmnialCros section z u°O 5 etticolcidrs sec#fariz ;; 2 UU"... 02:X6'.72• .'' 7 •. i3 past Cock` afa�5:„.. N r S lits ,r�G fxs o xs a 8 acrd Xramearrcha tnp wtr1 9olnPcnettiS.a:: .... :.. „r._:..:t .,,.•. +D12'CS a :or LF ` 10 BESolmaiodcJs eoa�war rro ndti+�fro FL ?5270;4 Seh aeefs 233 forhardyvare a me dasfgn pressuro 6miintiens G. �j or X0 r 01 G2 2Z- TOP RAL ox-- �y Emfo (I OX (COMP,) ' '..♦ • {� 1. . ♦ v{wry•:..:. �{ a 7777.. INTERIOR ' C. 1'r CAP(PVC) a x 8 CAP(PVC) STILE LATCH STILE(LVL) HINGESS T � HORIZONTAL CROSS SECnON m a � S 35.7S'DOOR �A a 2 G WIDTH VItcoa G2 w EXTERIOR a I c re`' � 7r{ u JItANUFi(CtURER ''�x.�+ � JHf�REL rz �e, 'h MA�pESrCN _ KNOt SIGNATURESERIES KWIKSEr DEAD30LT; SIGNATUlESEaFES{480) ±7S `•; in O I1 SCNtAGE KNOC R'sulm(FSII ±75 7 • DEADROt? vsER1Es(E60/62) GI SEE HARDWARE _ FI9EPGL445 5K1N TABLE PAMEX trat FE36SMES ±7Jr EAD (0,12YMIN.THK.) DAOtt, F07 SERIES FOAM CORE fJ (POLYURETHANE- j SEE HARDWARE HOPE MULTI'TO1NTtOCK: 3-POINTTONGUE ±yr() i.9PCF MtN,) TABLE ' W K F MULTI-POINT LOCK: TRILENNIUM°3DUD'sERU3 ±75 •'I iR D" T'f O a , 2 ee U Ssheets b arid 7 for pai mvlli- nt lock defok BOTFOM RAIL 4_ a D (COMP.) VAVI 02/16/12 = scat: a ax4.W. ----JK- o DOOR rANEt 2 VERTICAL CROSS SECTION LFs 3i st+ttr�or1 iQ p 2427 MAX. FRAME WIDTH 2D4T MAX. DLO.Y/ 12 3 5/8"GLASS BITE n 7Y d ^ V 13 12 s -16 , sy. 1"OVERALL.GLASS THK. L j1/6°ANWEALED GLASS 1w L Sb' — A 2:1 O 0.090"PYB INTERLAYER SAFLEX BY SOLURA H£ $U U 1/8"ANNEALEDGL.ASS m AIR SPACE d o v s w $ I/8'TEIMPtREll GLASS (TYP.} 3 o [i ALUMINUM SPACER 3 EXJ FSE d 1Nl FRAME C 40 5 12 INT, 8 1� Gi GTAilNG DEFAU cc � w ow a s 1lsEF1tA>veFtfiefs m wz (TYP.) l}fgNUf�A?w`TUltl It "PRESSlI1tE S . o QDL NTE FRAME a. cQi 2d'MAX . FRAME WIDTH Y RSL ± a a 20.75 MAX. 60 m D.L.O.WIDTH O U --� Ly p - O p I/7'GLtSSWE i age z z 1.1/4'OVERALL THK.GLASS 15 2 I/8"ANNEALED GLASS 13 I 13 s 0.090'PVBIMERLAYER g 0 6 SAFES%BY SOIUTIA '} - 159I/8'ANNEALED GLASS i o AIR SPACE ° 1/8"TFMPERED GLASS- o p O fn I/2"NONGROOVESWIGGLE– + O u v Z o wl DELCHEM#80 POLYSUU30E 17 40 " I I/8"BACKFILL 16 6 1.5 wxc 02 16 4) 12 r. M.T.S. ° _t 3 p LD� IN1. m^j GIAIING oEFAfI EXT fRAME LNF FRAME SCREW CAP OWL W., JK 15 i 6 17 ac.asr: LFs (fYP)' s RSL WE FRAME �Ft�5210.4 n °" r aT 3 or 10 AA-FrojeCtS.Vf0ject FOlders\Praj 1501-1,600\PF 1596\17.RWBC DrowbVs\2010\FL-i52IC.dw9.4.4 a y p a m r � o m•ZM 700 0 x Z A A AW O 0 b N .aN rev •. .. ., d:."°". 0 a 0 g�o N 48c, N m m 0 to x ` {tet Y 5Q g PRODUCT: Po:umcn4 P-P.r*d er. q 'jL k 19^ ellI�D1NG CONSU4TANl5U'1C. �1 o PIASMRO INC. r a ao><x3D vo+ri�4 t�..3ssas 14, FIBERGtASS DOOR S..d Ro.:ON!-ron., flo7kda 8aard of Prot�aylonok F.ngFnYwr~ (u•• PhRT OR ASSESAS ; t rn corRrn«t.oru U: «,�a 9313 10 �n X w ND PATE By HORCONTAL CROSS SECTIONS G' Z. �y 1 NS Lyndon F.S.I rldt F£Na 47409 0 20 1 2 R.H.OU"D.-a GO...IV--V tN6. '4e • Zn QaD �V�.F n L �Z EXTERIOR INTERIOR 2 7 1 2 06 EXTERIOR INTERIOR � EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2a h T VERTICAL CROSS SEC110N 3 Shown wl1 x svtrbudc J 5 Outsving shown-Inswing w otso opproved I 29 of 0 EXTERIOR, INTERIOR E � • m d' ' a EXTERIOR INTERIOR • ' -'Tom' 4p Q 4 4 s 30 31 32 33 34lent_ I z 5 VERMAL CROSS SECTION 8 � 3 Shawn w/ADl,lMeshafd34 37 E / 38 g E a � a' 4 a' 4• o n d 4 n!te 02/16112 i a 3 VERTICAL GROSS SECTION =ALM, N.T.S. 9 $ Ouis ing confxgurollon 4 _VERTICAL CRASS g SECTION �-eA JK m' 5 k-,q omf�wotion cm an LT'S CPAWM rm_ ¢ FL-15210.4 y a o` a �rcer of a R:y1-Pto1�1s\Ptoleu���1 7501-16001PF 1596W.RN78C Draa9ngs\I0f0�r1-15210.dwg,6.4 Z c OVERALL H943HT mHMDLE HEIGHT v . 0 c m N H 10'" t b a t G c 4.Q3 N J, ---3.d3'--C --{�- 0.11" s oCQ-::::, O Q� � j m t 3-6 >v N n s 862 6 _ O C= O C= O Cb T ((]] Cy m � C[� '1 m a -03.09" ' PRODUCT: Oocomnnts Prop-" By: uaawa cotisutra+als,iNc 1 N PLASTPRO INC- P.o.eax Z7O votd�o FL sss2s FlE im DOOR Pnoa Nw aiaaan.2tg� _PART OR ASSE)AS Y: Rodd.Board of P-1-1o.. Engtmen C#Mtcato Of Authortc t*n No.2811 to NO DATE 973—POINT LOCK DEWLS G� Z- REIAS1ONS Lyndon F Schmtdt.P:E.No.sSi09 O^<a:a R.W.eutwu+o cansu�ianre iNo. :\A-Projects\Froject Folders\proj 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,7A R� ro wy v � 63 m x7 C � N K � c � n S � P 0 W � V n r� J Ir• s i-----24.2S'--- 23.0" 15.0 PRODUCT: Ooc—ta PmPp d By: PIASTPRO ��}} nDU40 CONSULTANMI wo. N FlBeRGLASS DOOR ,/i�io.De.aao vasro n_arias �V b 2 P.M. Dcard of Proh.Nonol'97 Engina.n $ ry I rn PART OR ASSEMOLY: I� :N x y ro NO DATE gy 3–POtNF LOCK DETAILS �°Kmcoe.Or n No aHi3 1SIONSt 2.fC•�Z lyndon F.Sohn4at P.E No. 434oa 90!B q.W.DU�LbHb GbN>!LLITJ.NTS�N.^.. ,. (IYP.I d` !! != SEE HINGE D TYP.HEAD �. �� L 2X BUCK o p 8 e n &JAMBS 't DETAIL(TYP.) (, IXBUCK71 tv1ASONRY 1 6 MASONRY TYP.HEAD g a m o S OPENING OPENING &JAMBS "' E £ � v FRAME-\ t 2X BUCK o $ o 2X BUCK y w J o ADA SILL a /0 a m •� m a WCK ANCHORMG SfWKE JAMS FRAME ANCHORING HINGE JAMO j En 4 CONCREIEANCHORNOIES: Ma.Mconstrucl 1.Substitution of equal concrete anchors from a different supplier may have different edge a distance and center distance requirements. 2.Concrete anchor loco Ito at the comers may be adjus led to maintain tha min.edge distance to mortarJoints.Concrete anchor locations noted or'Tv1NL ON CENTER'must be I X BUCK H adjusted to maintoln the mtn.edge distance to marcor joinit additional concrete anchors 9 u �? may be requked to enswe the MAX.ON CENTER"dimenslon ore not exceeded. `"- 2X BUCK z 3_Concrete anchor table: 28 !1 MUCK L r° o tXBUCK H 9 # a ,�iNrvktl5x. AN�iHtlt /G11jt MtniRAN GTk2 ty11N4A11A — 58 2X BUCK 11 a fi�Pg1�EiUbicttri" 2X BUCK 58 . 2X BUCK L m }k1A5r?IVRXEAGG'' �4Ixt14$ I1 11 o i .........,................,_,._._:.....,.....,.......:....,_,.._.......:...._..........................................:.........._....:, ..:._..h.t.>.,....n•.::::r.: 1X BUCK M z o ITW 1/4" 1-1/4" 2-1/2' 3 nHIXBUCK 2X BUCK ii � are 02/16/12 i scuE N.T.S. , o ELCO 1/4" 1.1 j4" 1" 4" 27 '- owa ar JK n i HINGE DETAIL ��>< LFS 3 ilw 3/16" 1-1/A' 2-5/8" 2-1/4' lr&An rFL LATCH i DEADOOLTDETAR g HINGEWAlL -15210.4 Oufswing 8�10 " i AA-Pfojects\Projoct Folders\proj 1501-1600\PF 1596\D.RWBC Drowings\2010\FL-15210.dwg,9A 1.75" az n0 i 4�0 5 g - 5 'M 09 b, yy in 7A 0 .3 o. 60 IS " O.w ff- Ci -�P-0-I., 0.937 01S, a PRODUCT: O-nt.P-p-d By: SULTh4m fuc. PLASTPRO INC. =Vgi-FL 55.595 2 F78MLASS DOOR Ph..Na.:B13AZY.9197 .4,p — -PART OR ASSEM n-14.S—d of Pmf-,].MW Enqh—m 0 5G 41 C&.'Jfl..t.OfAt MN�gala NNO. TE BY r 4�'- W. RMSIONS COMPONENTS LYnd�F.S.W.M.P.F-?N..4341'4 a 201 2 R. t BILL OF MATERIALSis A IXBUCKSG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD Sa 8=tv C I/4"MAX.SHIMSPACE D 1/4"X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 'o m 11 4 MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI an o A, E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o z s z `o G I/4"X 3-3/4"PFH ELCO OR ITW CONCRETESCREW STEEL 9 a H 3/16"x3.1/4"PFH ITW CONCRETE SCREW STEEL 1 1/4"X 1,3/X PFH ELCO OR ITW CONCRETESCREW STEEL c=y t p L #8 X 2-IJ2"PFH WOOD SCREW STEEL �j 3 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME OD) ALUM. 4 INT.FRAME(ODL) ALUM. 5 V-19 X 1-3/4"PPH SELF DRILLING SMS STEEL a d #10 X 1-3/4PPH WOOD SCREW STEEL ?g 7 WEATHERSTRIP FOAM 8 1 DOOR BOTTOM SWEEP VINYL m K124"X 4"BUTT HINGE STEEL ' #9 X 3/e PFH WOOD SCREW STEEL n m NON STRUCTURAL SEALANT SILICONE STRUCTURALSIUCINE(DOW 995) SILICONEEXT.FRAME(BY ROYAL MOULDINGS) pyC INT.FRAME BY ROYAL MOULDINGS PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC m q 22 13 POINT TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE TONGUE SYSTEM) STEEL 25 LATCH A D DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLTSTRIKE PLATE(SECURfTYL STEEL z 29 ADATHRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWINGTHRESHOLD ALUM/WOOD m 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWWNGTHRESHOLD ALUMfWOOD S 36 INSWING THRESHOLD ALUM/COM? 37 INSWING THRESHOLD ALUM/WOOD z 38 INSWING THRESHOLD ALUM/COMP W 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z 55 #10X'1-T/2"PFHSCREW STEEL DAM 02116112 z 57 8ACKING PLATE STEEL scut N.T.S. 9 58 #8 X 2 PFH WS STEEL owc.sr JK m 60 MULTI-POINT STRIKE PLATE STEEL LFS 62 LOCK ASSEMBLY STEEL IX{A%L40 Ws R g FL-15210.4 0 S sir Lo or_0 0 MIAMI- MIAMI-DADE COUNTY Ems PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: 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, including the High Velocity Hurricane Zone.- DESCRIPTION: Series`ISGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE 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, model/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 NOA#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-1013.15 OMI AAMt•MDA LD)MEC 0UNIW Expiration Date: February 17,2020 ` �4�2�f 1� Approval Date: October 29,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and 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-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitter!under NOA No. 09-0826.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Manuel ere ,F.E. Product Contro x miner NOA No. 15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NDA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-stn Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc,for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/900 135°corners-L. I. approved on 02/12/15 and expiring on 02/17/20. Manuel Pe ,P.E. Product Control x miner NOA No. 1 - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor substrate Frame Min.Edge Min. Member Distance Embedment INCLUDING POCKETS & 900/135° CORNERS Contrera(min.2.e5 Rai) aedISlWJamb 1-3IB' GENERAL NOTES 1 1/4'Elco Ulrrecon Ungrouled CMU,(ASTM C90) Jamb only 2412' 1.114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C90,min.2 Rat rout) Jamb only 2-1/2'0 ta14' 2 DESIGN PRESSURES: Concrete(min.3.35 k. Kead/SIIVJamb 1' 1-3/4' 1/4'Eko 410 S.S. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ungrouled CMU,(ASTM C-s0) Jamb only 2-tl2' 1-il4' CreleFlax P.T.Southern Pine(SG-0.5 5 HeadlSlalJamb 1' 1.395" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.2.85 kat) HeedIS111 1' tale' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Elco Uitracon Un routed CMU ASTM 090 Jamb only 1' 1.114' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(sG-0.55) Head1SIIVJamb 9/16' tale" WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,1U or 410 Aluminum,6083-T5' Head/Sill/Jamb 316' 0.53' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS, Steel,A36' Head/SIIVJemb 318' 0.0 4)SHUTTERS ARE 50 ' E NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadslln) Steel Stud,A653 Or.33' HesdISIIVJamb 316' 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 Rat) Flead/Sie/Jemb 1-1/2' 1-318' NARROW JOINT SEALANT, 114'E1e016.8 S.S. Ungrouted DIAL,(ASTM C90) Jamb only 2' 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-calor Grouted CMU(ASTM C-90,min.2 kat grout) Jamb only 2' 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. 11 P.T.Southern Pine SG-0.55 HeadISIIVJamb I 1' 1-3/6' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SO=0.55) Head/Bill/Jamb 9116' 1-310' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12.Steel SMS G5, Aluminum,653-T5' HeadfSIIVJamb 316' 0.53' B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.tt IhroadeM) Steel,A36' HeadISIIVJamb 316' 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,AM Gr.33' HeadISID/Jamb 1 318' 0.0451' TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1 X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6-8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE Is WOOD,30N FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18.19 PARTS LIST.......................20 oleee GreDescription(Listed from Exterior to Interior) EXTRUSIONS....................21,22 Typo G3 7/16'Laminaled:(2)Liles of 3116'HS Glass vAth.090'PVB Interlayer Approved as rompiyl.4 MIL the G3A Will"Laminated:2 Ules of 1/4'HS Glass with.080'PVB Interlayer Pond. 04 7116'Laminated:(2)Liles x13/16'HS Glass with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING V 20) G4A 9116'Leminated:(2)Liles of 1/4'HS Glass w0h.090'SG interlayer SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL M6.1mt D.Y 6edc Prodatl G5 1'Laminsted LG,;3116'T Exterior Cep*318'Alr Space+7116'Laminated;(2)Liles of 3116'HS Glass YAth.090'PVB Intedeyer SHEETS 6,7&B MISSILE IMPACT RESISTANCE 05A 1'Laminated LG.:1/4'T Exterior Cap+5116'Air Space+7/10'Laminsled;(2)Utes of3118'HS Gleas with.090'PVB Interlayer By G6 1'Laminated LG,:3/16'T Exterior Ca +318'Air Space+7/10'Laminaled;(2)Liles of 3rt8'HS Glass with.090'SG Irdedayer GLAZING NOTES: //I GOA 1'Lemineled I.G.:1/4'T Exterior Ca +6/16"Alr 5 ce+7/16'Lemineled; 2 Liles of3/16'HS Glass with.090'SG Interlayer "ANN"==ANNEALED `\�1ON�LYNN Z/ G7 7116'Laminalod: 2)Ulee of 3110"ANN Glass with.090'SG Inleda er "HS"=HEAT STRENGTHENED a�.• 7CE1JgF' G7A 9/18"Lemineled:(2)Liles of 114'ANN Glass vAth.09(Y SG Intedeyer "r'=TEMPERED V 08 1'Laminated i.G.:3116'TExledor Cep+318'Air Space+7/16'Laminated;(2)Liles Of WW ANN Glass with.090"SG Interlayer "PVB"=.090"BUTACITE B BY KURARAY AMERICA,INC. = jr;• Flo.58705 GSA 1'Laminated I.G.:1I4"T Exledor Cs +5176'Air Space+7/16'Lemineled;(2)Lltee of3/t6'ANN Glass yArh.090.6G Intedeyer °SG"_.090"SENTRYGLAY KURARAY AMERICA,INC. R nosier awc awwr• o..e.>< %�? 1'7'/r/ SC itlr8/1016 A UPDATED INTERLAYER MANUFACTURER, () STA COF• n 1070 TECHNOLCGYORIVE GENERAL NOTES AND MAP coleloP.-•`N;` N.VENICE,FL 34275 i� � . Nb- to4r}4a5 read SERIES 770 ALUM.SGD-LM IMPACT �,,' / '' d R'O CNG. �Jft 10/!0/14 o.a CERT.OFAUTN.d@9266 ® X30 770 NTS �1 22 o.�v PG70130 A /wP.E q 58705 P'E EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW,"Jc',"Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTHNOM.PANEL WIDTH pXXXXP,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 IlAQV-Ac'\ PER TABLES 1-3 CAN BE OXXXp. -sir i sir i O 90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT' / Jw J g a MAX.UNIT 3 /K197 / 1a o y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / a i �fu f HEIGHT / / ,a ig PER TABLES 1-3 / i PER TABLES 1-3 / / j "X"=OPERABLE PANEL, I w 1 'O'=INOPERABLE PANEL, I - POCKET I POCKET j "P°=POCKET DETAIL LETTER 71 1"_-_� J+ P� ___� cox..'\N"=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL — ' ® ° c =CONCRETE INSTALLATION CONFIGURATIONS 3 CONFIGURATIONS21 , L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTH A w c NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.1.86 PER TABLES 1-3 3 PER TABLES 1-3 1 3 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.666" I MAX.UNIT , 1 c MAX UNIT HEIGHT 3 9 1�Q y HEIGHT PER TABLES 1-3 i Rcg PER � �� 1W PER TABLES 1-3 / / / / �$�� POCKET y I POCKET 0 —��r--� Jy -sir-- 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS ,2 ,s 13 1 1 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH ,3 1 c NOM.PANEL WIDTH c PER TABLES 1-3 PER TABLES 1-3 1 3 Jw 1 19 19 14 tC I ,3 rfdn�Idas tamplylRg xilY Ur, \119/1,13V a MAX.UNIT 1 1c 1 / 1a I�a� MAX.h lin UNIT 'd SEE NOAa ' is 12 y O NOTE FAI 1 D a pmdutl ho HEIGHT , 3 1s 1s 19 9 / I °dx PER ,e 2.THls SHEET. Dy- PER TABLES 1-3 / I s TABLES 1-3 ` I w is POCKET EXTERIOR O SONY L.I I —T� ___� � tc �N.�•� .•',CENSE '•.`/� �� 5-PANEL CONFIGURATIONS F r , CORNER,T. , N`.'370' (OUTSIDE CORN ER SHOWN, r - INSIDE CORNER SIMILAR) gro�F 17;'(�TA 0'1 SC 10/82015 A NoCHANGES THIS SHEET 10707ECHNOLOGYORIVE EXAMPLECONFIGURATIONS (:'�'•.�,f ORID P.•'•G\�'\� R Is RmYWIs' N.VENICE,PL$4175 (Y11}4861500 SERIES 770 ALUM.SGD-LM IMPACT R PtM R /1(Illll oxc cnoom ��, S st.`.wa.c — a's1' °T 7 n... A.LYNN MILLER,P.E. JR 10/10/14 CERT.OPAOnta291s5 .1G .77o NTS 2 -22 PGT0130 A P.E.q 50705 EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7/16-@ 96'HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300.1/4"@ 120-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH LOCATIONS USING DETAIL"Jw',"Jc","Kve OR"Ka"INSTALLATION. PER TABLES 1-3 2 3 1 1 13 EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PXXXXP,PXXXX OR XXXXP.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. CLn 2)90'8136"CORNER CONFIGURATIONS CAN BE A COMBINATION MAX Klu OF ANY 2 STRAIGHT CONFIGURATIONS, HEIGHT, I @1 Qp 96"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. *X"=OPERABLE PANEL, POCKET .,.O'=INOPERABLE PANEL, "p =POCKET 6-PANEL CONFIGURATIONS r—DETAIL LETTER MAX.UNIT WIDTH 'w"=WOOD OR METAL INSTALLATION NOM.PANEL WIDTH kW "C'-CONCRETE INSTALLATION PER TABLES 1-3 SHEET NUMBER Nag) OLD,WIDTH=NOM,PANEL WIDTH-7" 62� lu\ i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX,UNIT 1 W- 9 t9 1 14 1 c, PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT PER TABLES 1-3 h POCKET 7-PANEL CONFIGURATIONS J`1----. Y44 MAX,UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 w 3 3 3 63N dh iil� 1 19 9 79 Je Ppmtd 8.woplylax Wilk a. F Fforl4daAd MAX.UNIT t H 119 EIGHT NOAH Product t ad. PER TABLES 1-3 I/A rJ POCKET i "OP 8-PANEL CONFIGURATIONS No.50705 1 3 13 SC 1W&201E A NO CHANGES THISSHECT XN 111A L U 10707ECHNOLOOYDMVE EXAMPLE CONFIGURATIONS N.WWCE,FL 34275 SERIES 770 ALUM.SGD-LM IMPACT JR 10110114 om CERT.CFAUM#29MLLER SD--770 [TTS 3 d22 !G7-0 RA A.LYNN MIP.E.0 58705.RE. GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7116"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3/16"HS GLASS--\ 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/6"AIR SPACE 74 82 82 3/16"T GLASS 83 EXTERIOR 3/4'NOM. EXTERIOR 3/4"NOM. GLASS GLASS 56 3/4"NOM. a BITE a BITE GLASS BITE EXTERIOR &0 90 a 79 64 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 1/4"HS GLASS 1/4'HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS' 1/4"HS GLASS 74 1/4'HS GLASS 74 5/16"AIR SPACE r314N 114"T GLASS 62782 B3 EXTERIOR 3/4'NOM. EXTERIOR 3/4"NOM. GLASS GLASS 56 a BITE a BITE EXTERIOR a, a, a 79 54 54 ♦pptoved L tomplyle6w1KY1r 55 FlovWi Id gC Uete NOAH ml a ,odW 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A UY GLAZING NOTES: \���0`ai iNN :,,,I A!/�e(^ "ANN"=ANNEALED �ycGNSE• •.• p "HS"=HEAT STRENGTHENED it "T"=TEMPERED ; No.5 1706 wz "PVB"=.090'BUTACITE PYEPBY KURARAY AMERICA,INC. - "SG'=.090"SENTRYGLASSY KURARAY AMERICA,INC. 13 R. 9y. o.i.• Roth- u.otaa SfATGO SC 101&2015 A UPDATED INTERLAYER MANUFACTURER ��'�`�. •.�LORIOP• \�j��� A N7�ICNCE,�OO�DAIVE[J� GLAZING DETAILS tic.,,•••••_ /941N40.1600SERIES 770 ALUM.SGD—LM IMPACT R 9Y. � A I aon�'ax: awee dm: •�+'•unr e°'r• wne n"we,Ao A"" A.LYNN MILER,P.E. JR 10/10/14 CERT.OFAUTN.h29296 SOD•770 NTS 4 -22 PGTO130 A P.E.958705 GLAZING DETAILS(G6, G6A, G7, G7A, G8& G8A) 1"NOM. 7/16"NOM. 1'•NOM. 3/16"HS GLASS 3116"ANN GLASS 3/16'ANN GLASS .090"SG .090"SG ' 3/16"HS GLASS .090"SG 3116"ANN GLASS 318"AIR SPACE74 3/16'ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 62 3116"T GLASS 83 53 EXTERIOR 3/4"NOM. 314"NOM. 56 3/4"NOM. GLASS 56 GLASS GLASS BITE BITE BITE EXTERIOR EXTERIOR a79 80 78 ED 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9116'NOM. 1"NOM. 3116"HS GLASS 3118•'ANN GLASS .090"SG 114'ANN GLASS .090"SG 3116"HS GLASS .090•'SG 3116"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS B2 83 83 W3/4"NOM.314"NOM.314"NOM. EXTERIOR GLASS b6 GLASS BRE 56BITE EXTERIOREXTERIOR 79 a 7954 ♦PPmved awmplgiDgx111ti55 PIDrWD Id DRk TInAM Miami a Pmdutl 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A DY GLAZING NOTES: 4 yN .. t '/ „ANN"=ANNEALED :� ��q ••......... ., ? . JGF.NSF '•.,.P "HS"=HEAT STRENGTHENED "T'=TEMPERED ": No.58705 "PVB"=.090"BUTACITE P &BY KURARAY AMERICA,INC. - - "SG"=.090"SENTRYGLAnYKURARAY AMERICA,INC. Yi�l'•,Cl �� 'QLD IS::L� Rene D,: Dein• R o.vmn STA L•OI� •,!\ SC laWO15 A UPDATED INTERLAYER hIANUFACTURER 'C?n .�• 1070TECHNOLOGYDRNE GLAZING DETAILS C„•..�.R!.!:••'�G.� N.VENICE, 480-16L31276 SERIES 770 ALUM.SGD-LM IMPACT �� �;G�'g1;`G�'�' Dab: R (011}400.1600 o.a. 5 tw,.e+mae c".e �' D."aD+.e ROY A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH.IP202tA5 SOD-770 NTS 5 -22 PGT0130 A P.E.#58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Haight to Max.(+)DP configurations on Sheets 2&3) Maximum DP for all sizes;+801 60 (Water Infiltration Rating) (May be limited by Table 1A) For comer astragal anchorage on 90°or 135°comer units,see sheet 11 Sill Riser Height (+)Design Door UnlI Height (Flat or Box,see pressure, f Table lies to Glass Ps Types 3,3A,5,5A,7,7A,8 �" 90• 96" Sheet 17) &8A and the Stile/Astragal -7 8"D 0 718°OLD 9-7/8'DLO 85-7/6'DLO Flush-1.112' see nae 3 types shown below. Anchor Group Anchor roup Anchor Group Anchor Group Lav-2-1/2' +48.67 1 2 1 3 4 1 1 2 3 4 1 2 3 4 1 1 2 3 4 1 1 Medium-3-114" T60.0 Head/Sill C4+1 +1 C4+1 +1 C4+1 +1 .C4+1 +1 C4+1 + C4+1 + C4+1 C4+ C4+1 C4+ Hi h-4" +60.0 24" DLO Jamb 6 8 0 8 8 8 8 8 8 8 8 8 8 6 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 30' DL0 Jamb 8 8 8 8 8 6 8 8 B B 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 H29" ead/Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ti 35 DLO Jamb 8 8 8 8 8 6 a 8 6 8 8 8 8 8 8 6 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+13 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH �— Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 Z42" DLO Jamb 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Ei ro x O OH RATIO z 1 Headlslll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+241' 0 48" DLO Jamb 8 8 8 8 6 8 8 6 8 a 8 8 8 8 8 8 O P- hook 6+7 6+7. 6+7 6+7, 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX,WHEN USING THE 4-SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866° 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstlle @ lamb Straight Astragal Lockstlle @ 90'Astragal Locksti e @ 135'Astragal Lockstlle @ Assembly Stralght Astragal Assembly 90°Astragal Assembly 135'Astragal kppmred u wr■ptyl■g with tk Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile . Heavy-duty Stile FWrld■ is 8 Dole Standard Astragal OutsideCo Nu Inside Hp K Corner Outside D.a Product Corner Corne� Outside ;�Y;01a1 LYIJN InsldeCorner Corner �a•�,.•'•t\Gp-hISC•'•.,�p Part 061(Stile) Part N61(Stlle) '•'%t' Part N60(x2) Part q60 Part#60 Part#60(Stile) part#60 Part 8118(Corner Part#119(Out.) parts N31&N32 Part 1161 '� N°•5670' Part 067(Astragal) Receiver) Part#320(in.) (Corn.&F)cd Mount) - TEO SC iWa20r6 NOCHANGESTHISSHEEr ��; - 1070 TECHNOLOOYORNE DPANDANCHORAGE •.FcoRtcP••' N.VENICE,FL$4275r■e .. ar �•�+•- fe+1>+60.1600 SERIES 770 ALUM.SGD-LM IMPACT s;!�I��1����` tti+r — �"t+M' A.LYNN etli CERT.OFADTH.029M ® 30D-770 NT.S s a 22 POT0130 A P.E.N 56705 JR 10/f01M TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601 80 For comer astragal anchorage on 00•or 135'comer unite,see sheet 11 (May be limited by Table 2A) Table applles to Glass Types Door Unit Height 4.4A,6,6A,7,7A, 8 8 BA 80• 114' BO' 15' 102" 108' 114' 720' and the Stile I Astragal types 60-7/8'DLO 73.7/8'DLO 79.7/11'DLO 115.718'D O 91-718" O 117-7/B'DLO 103-7/B'DLO 108-718'DLO drown below. Anchor Group Anchor Group Anchor Group Anchor roup nc r Group Anclwr Group Anchor Group Anchor roup 1 2 3 4 1 2 3 4 1 2 3 4 1 2 1 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/8111 04+1 04+1 04+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 04+1 +1 C4+1 C4+ C4+IC7+7 C4+ C4+1 C4+1 + C4+1 C4+1 C4+1 +1 CA+1 Cq+ + C4+ Cq+ + C4+1 G4+1 04+ 24' DLO Jamb B 8 8 8 8 B 8 a 8 a 8 8 6 8 B 6 10 10 to 10 10 10 10 10 10 10 10 10 10 10 f0 10 P-hook 8+7 8+7 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+11 7+8 7+6 7+8 7+8 7+8 11+9 8+9 0+9 8+9 8+9 8+9 8+9 8+9 9+110 9+10 Wit 9+10 9+10 9+10 9+10 9+10 FRed1Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C1+1 C4+1 C4+1 c4+1 04+1 04+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 30' D2LO Jamb 8 a B 8 8 8 8 8 8 B B 8 8 B B 6 t0 t0 10 10 10 10 to 10 to 10 10 10 10 10 10 10 P-hook 6+7 8+7 6+7 0+7 7+8 7+8 7+8 i+8 7+8 7+6 7+8 7+6 7+8 7+8 7+6 7+8 B+0 0+9 8+9 8+9 8+9 8+9 8+0 0+8 9+10 9+110 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 c4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4N 04+1 04+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 04+1 C4+1 G4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4N 38' DLO Jamb B a 8 8 B B 8 B 8 B 8 a 8 8 B 8 10 to 10 10 10 110 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8. 7+8 7+8 7+6 7+8 6+9 8+9 8+9 8+9 8+8 8+9 0+9 8+9 9+10 9+10 9+10 9+109+10 9+10 9+10 9+10 Head/Slll C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 CAN C4+1 04+1 C4+1 C4+1 CAN C4+1 C4+1 C5+1 CS+1 04+1 CAN CS+1 05+1 42' DL0 Jamb 8 8 B 8 8 B 8 0 B 8 B B B 8 B B 10 10 10 10 10 110 110 10 10 10 10 70 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 JI 7+8 7+8 11+9 8+9 6+9 8+9 B+9 8+0 8+0 8+9 9+10 9+10 9+110�C5+2 9+110 9+10 9+10 9+10 Head/SIR C4+2 C4+2 C4+2 Ct+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 2 C4+2 04+2 C4+2 C4+2 C4+2 G1+2 C9+2 C9+2 C5+2 C5+2 C4+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 46' DLO Jamb B B a B 8 B B a 8 B B 8 B 8 10 10 10 to 10 to 10 10 110 10 10 70 100P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8+9 B+9 11+0 11+9 8+9 6+11 8+11 8+B 9+10 9+10 0+10 9+10 9+10 9+10 9+10 Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 07+2 C4+2 04+2 C4+2 2 C4+2 C4+2 54' DO Jamb 9 B B 8 B a 8 B 8 8 8 B 8 B P-hook 6+7 6+7 e+7 6+7 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 8 7+BNot available in these sizes 53, FleadlSlll 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2CA+2 04+2 C4+2 04+2 C4+2 2 + C5+2 DLO Jamb B 8 6 B 8 B B 9 6 B B 6 B B P-hook a+7 6+7 6+7 9+7 7+8 7+B 7+8 7+B 7+B 7+8 7+B 7+8 + 7+9 NOTES: l0= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DIP DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Raling) OH LENGTH �— 3)4".3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SIII Riser Height = DOOR UNIT HEIGHT-10.125" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design (Flat or Box,see w o PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf z 0 OH RA710 z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = o DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2' see note 3 0 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE lilgh•4' +80.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90•Astragal Lockstile @ 135'Astragal Lockstile @ Interlock P-hook Lockstile@lamb Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal Approvmplylaswlll,rb Florida Id g Heavy-duty Stiles Heavy-dutyStlle Heavy-dutySllle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile 0+k Standard Astragal Inside 14. 0 B OutsldeCarner,, Outside nt`°'t d`P`°d°`r °°°t 1�`If— JI Corner Garner By Inside�� "� '(LYNN/l?// Corner Outside A� .... ••••... Inside Corner .'Z .• F Corner \��•. �10EIJSN'•..'P Part H61(Stile) Part 961(Stile part 9119(Out.) Part HSI(Stile) Q •'•'r Part 861(x2) Part H61 Part 861 Part 061 Part HS78(Corner Parts H31&H32 Part H61 '�r Nn.56705 r Part 067(Astragal) Part 0120(In.) _ ' Receiver) (Corn.&Fxd Mount) — M-T! ic__: 0. ScQj 10/82016 A O CHANGES THIS SHEET "-'n 1070 rECHNOLOGYDRNE DP AND ANCHORAGE 0- a oa+: a N.VENICE FL 34276 ne i(T�'•. FLOR70�;•'' as n. WIH80-lsoo SERIES 770 ALUM.SGD-LM IMPACT e.r,.ewm u,w ms a.. f+!LYNr{M14LRR:�.E. anmey. ar rn.nw t.r. CERT OFAUIH.N2B2BB ® SOD-77D IVTS � -22 PGT0130 A P.E.H 58705 JR 10/(0/14 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved co nflg uratlons on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90'or 136'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)- Door U Height Sill Riser Height Table applies to Glass Types 4,4A, 80 84• 90" 96• 102' 100° res Design (Flat or Box,see pressure, f 6,64.7,7A, 8&eA and the Stile/ -/8"DLO 8'DLO 79-718"DLO "DLO 91-7/ DLO 97-71 Sheet 17) Aatregaltypes shown below. Anchor Group Anc orOroup Anchor Group Anchor Group Anchor roup Anchor Group Flush- l-1/2' see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/21 +48.67 Medium-3-1/4' +60.0 24° 17' HeadrSlll C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Hlgh.4. +80.0 DLO Jamb 8 6 8 8 8 6 6 8 9 8 8 8 0 8 8 8 f0 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 SEE NOTES 1-3 Design Pressure +1.90.0psr +/•82.5psf +/-75.01 psi 30' 23" Hea&Slll C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1!Cl+1 C4+1 C4+1 C4+1 C4+1 t DLO Jamb 8 8 8 6 8 6 6 e 6 8 8 6 8 6 8 5 1D 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+e 7+e 7+e 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 6+9 6+9 8+9 8+9 Daslgn Pressure +/.90.0 psf +/$2.6 pat +/-75.0 psf 29° HeaN8lll C4+1 C4+1 C4+2 C4+2 C,4+1104+1104+21C4+2 C4+1 C4+1 C5+2 C6+2 C4+i C4+1 C5+2 C5+2 C4+1 C4+1 05+1 C5+1 G+1 C4+1 C5+1 C5+1 36' DLO Jamb 8 9 6 8 8 8 8 8 8 8 8 6 6 8 10 6 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+e 7+8 7+8 7+6 7+6 7+6 7+8 7+8 8+9 B+9 8+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 II Design Pressure +/.90.0 psf +/-82.5 par +1.75.0 par OH LENGTH F� 35• HeeNSlll C4+2 1 C4+2 C4+2 C4+2 04+2 1 C4+2 05+2 C5+2 C5+2 I C5+2 I C5+21C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 F- .. 42' DLO Jamb 6 6 B 8 6 6 8 8 8 9 10 6 8 8 10 6 10 10 10 f0 f0 10 10 10 P-hook 6+7 7+8 7+8 7+9 7+6 7+8 7+8 7+e 7+6 6+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 w Design Pressure +/--90.0 psf See Note A below. +/.82.6 par +1.76.0 psf = o OH RATIO 2 1 49' 41" Has [[I C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 O DLO Jamb 8 B 6 6 6 8 10 6 8 6 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+6 8+9 8+9 6+9 6+9 a+9 8+9 6+9 8+9 9+10 9+10 9+10 8+919+1019+1019+10 8+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,8A,7A, 8&8A: +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4•SILL,POSITIVE WATER DLO WIDTH= NOM.PANEL WIDTH-7' DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2•SILL IS NOT AND DOOR UNIT HEIGHT-10.126" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstlle@ 90'Astragal Lockstlle@ 135'Astragal Lockstile@ Interlock P-hook Lockstile @Jamb xprid. . wmplylagrAlY W Assembly Straight Astragal Assembly � 90'Astragal Assembly 135'Astragal pond, dd ng c Heavy-duly Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Uaa Heavy-duty AstragalInst a NOAN Outside Corner Outside Corner M41 D de Procter1 Corner Y...i�►-� DY_ X11 111 / Corner outside � :��'UT�y•LYPIA!/rJ/ze Inside Cof ,inside ,a \,IGCI•IS�: •.Fq� Corner �t';' Part 061(Stile) Part H61(Stlle) part#119(Out.) Part#61(Stlle) `�C;• Fla.58705 •N Part#61(x2) Part#61 Part 161 Part#68(Astragal) part#61 part#118(Corner part#120(In.) Parts#31  Part#61 = : Receiver) (Corn.&Fxd Mount) — •t7 o (S rC=: er arra• a..re°e ` Ill SC 10/82015 A NOCRANGES TRISSHEET °�" �: 1'•• S'i\T•OF i,.. N.VENICE,FL 6DRNE DPANDANCNORAGE •.F•cOHID!^,••,�; a SERIES 770 ALUM.SGD-LM IMPACT �''%s!�'�`/�I �'S'`�� (e+i}+a4fa00 sn.r+are ea. a.K a..nch s, rI r I'I l l' A.LYNN MILLER,P.E. °i"ney.1� °" cERr.6FAunr.BT92ea ° 9GD-770 NTS 8 a 22 PGT0130 A P.E#58705 JR 10/10/14 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5°CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"CS°CLUSTER SEE"C5'CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, PLANE)SEE TABLE 2,SHEET 7 24"MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND \ 60"NOM. 1 SHEET , SEE POCKET 8 P-HOOK WIDTH DETAILS,SHEET 11 x x _I O r------- - x x x x x x 6'MAX. JAMB MOUNTING ( x x x f x x x x x x INSTALLATION, ADAPTER I VMAX. x x x x xxz x x x x x THIS SHEET i ANCHORS MIDWAY 1 O 3'MAX. &SHEET 14 BETWEEN P-HOOK ®' I I 4 PAIRS OF ANCHORS&AT3` x=FRAME x x ANCHORS ,•j;,1. FROM TOPE I 0 r0 ANCHORS 96" (TOTALS • BOTTOM 0 14" I i 0 UNIT 21'MAX ANCHORS) 4.051` 7ii 8"MAX.TO OPENING i & MAX.O.C.`®I 14'MAX.O.C. (0 e=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE � o_ � � � INSTALLi Q I®I I � ANCHORS x x (SEE JAMB ATION DETAIL DETAILS'JC'&'KC', �ss �C� I m o=P-HOOK BELOW) END PANEL SHEET 14$PART i a ®� i i %0 MOUNTING x ANCHORAGE DETAILS'J'&'K', j j j ° 3'MAX, ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR I �–(®1 I ANCHORS - O.C. L.___ 6"MAX, l - x x P-HOOK ^+2" -- x x x - x x x xx xxx . x� ✓ END PANEL ANCHORS END PANEL x' x, x x x x ANCHORAGE x x x x x . x' 6°MAX. ANCHORAGE(SEE ANCHORAGE '� • x' x xx x x' SKETCH BELOW) SEE SKETCH BELOW) "+Z. • CENTERLINE ( 8°MAX.,TYP. ��+p" +2' +2 ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL,2 TRACK 90'OUTSIDE CORNER-DXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60'x 96°NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6.8: AS NEEDED TO ALIGN THE ExTER10R HEAD OR SILL IF A SPLICE 60° CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. < • I INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXTANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS&P-HOOKS:6°MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. itPvm+'ed acomplyl•sM1Y the "+2"ANCHORAGE ANCHOR PAIR o rtai 6 s I REQUIRES SEE"C5°CLUSTER END PANEL CENTERLINE CENTERLINE "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE neM • DETAILS,SHEET 11 r FOR ASTRAGAL r (2ANCHORS) 8' m ml Dsde Produel Co. INTERLOCK ASTRAGAL i • 4.051" I� 3.5" I— MAX. nt'. i • • _ • • • `.��p��� LYNN qI�X a _ CENTERLINE ° CENTERL " INE CENTERLINE No.56705 EXTERIOR �` OFPANEL 3 +2"ANCHORAGE �OFPANEL4 +2"ANCHORAGE OFPANEL 6 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (d �TS / STA E OF A O CHARGES THIS SHEET (�� R. r67orECHHaooroRnE ANCHORAGE SPACING&EMMPLEPLANS ; ���..'tORtnP`.•'C� N.VEMCE,FL34276 SERIES 770ALUM.SGD-LM IMPACT R ��'J`;��(�Pd/�l.ti;•��'� s (p(941)-480-16N00 yr w,c cek sw9 o,..ncxa RR r A.LYN SC 10/$4015 SJR Oi1Gif4 a.a"� CERT.OFAUUL09296 ® soo-77o NTS 8 -22 PGT0130 A P.E.p 58705 ASTRAGAL OR 6°DIAG. ASTRAGAL OR II SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04' INTERLOCK- 1—IF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED 2.04" CENTERLINE I CENTERLINE 'CO"CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR 6°DIAG. 7" T. 3.6" 21., 1.75' 4"DAG. "DIAG. MAX. O.C. E T__�ERIOR 2.04" 2.04" 2.04" rti7�/ 21' 5.64" MAX. EXTERIOR 3'5" 7• EXT�EIR,IOR 4°DIAG. 7• EXTERIOR 7 3'S° O.C. v 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL V 7 6"MAX. 2-TRACK FRAME HEAD/SILL 5.84' T (@ ASTRAGAL OR INTERLOCK na ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INERLOCK �2-TRACK- (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB . 6• ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. FRAME JAMB INTERLOCK--1—;'F NEEDED INTERLOCK-] CONDITION,USE INTERLOCK--i IF NEEDED2.04° EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I C8"CLUSTER DETAIL) CENTERLINE 3.5" 3.5" 3.5" 7" ANCHORS MAYBE INSTALLED a I 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04" 6.84 NOTES: OIL—EXTERIOR 7., EXTERIOR 7"' 4"DIAG, EXTERIOR 3.5• A1.ALL DIMENSIONS SHOWN n �l 3.5' ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 6"M ALLOWED. (a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK an-ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANNCC HORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR ATP-HOOK SEE SHEET 9. ASTRAGAL SPLICE LOCATION ASTRAGAL OR II ASTRAGAL (FOR SPLICE FOR SPLICED OR CONDITION,DO NOT CONDITIONS ONLY: INTERLOCKCK+IIF NEEDED INTERLOCK�I (FOR SPLICE INTERLOCK CENTERLINE CENTERLINE CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION I I 1.75' � C6°CLUSTER DETAIL) IF NEEDED f— 3.5" 3.5" 3.5" 7„ 3.5" 0 1 •permed u complying will,Ib 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" PlorkL. eld c Do 2.04" 5.37"DIAG. 4"DIAG. NOAH 74= r [ 1 4.08° Icml ,&Peodeut - 4"DIAG. I 2.04" Ry, I#01 \"o LYNN EXTERIOR EXTnERIOR 7• EXTERIOR 7^ —� 3.5" `� ,�X ,.•' " (,• �/ 15 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL `� LIOENSR 4-TRACK FRAME HEAD/SILL '•,�� (a)ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK Nu.56705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION =•11 D $Ue or n.ca• R„yyec o.•"emrc -:n,'•, tiT TC F 1J SO 10/S206 A OCHANGES THISSHEET R 1070 TECHNOLOGYORAIE ANCHORAGE,EXAMPLE CLUSTERS ,c; •.,<or,IOP.'C? ` N.VENICE,FL 31276 nee �� ceQ •.•...• ' n.m Rft a (s1/N3o-fsoo SERIES 770 ALUM.SGD-LM IMPACT '��,/0NA11 ''I W, 11\ a.,mer:oen.: a,eam am: >➢ s+e.*mos e"ne °.^cone+ R.r. A.LYNN A41��ER,P.E. JR 10/10/14 CERT.OFAUTH.09296 scan° NTS 10 d 22 POT0130 A P.E.ase7as 2.04" - 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ?4'DIAG.' 4'DIAL. 8'94 ALLOWED.D ON MINIMUM 6.12" 8.12' 3.5° 3.5" INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR .INTERIOR QUANTITY AND SPACING, 80° 3. " 90° 3. " 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ° 4" 3.5" 3 5" EXTERIOR „+1"ANCHOR 3.5" q• 3.5" q .. 2.04" EXTERIOR 2.04" 7' 2.04' EXTERIOR 4" 2.04" 7• EXTERIOR 8.94' 9D°CORNER 90°CORNER 135'CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL II CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I~OF PANEL. ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"94" ANCHORS ARE REQUIRED,"C6') a.o3• "+2"ANCHOR INTERIOR - EXTERIOR *74V "+1'ANCHOR 4" 2.04" INTERIOR 3.5' INTERIOR 4"DIAG. 3.5" 1 90° 7' I_ CENTERLINE TERIOR f OF PANEL 4.08" 4.08" "+3"ANCHOR 37"D AG. 6.37" CENTERLfN� 204" q^DIAG. 3.5" 4" OF PANELEXTRIOR7. EXTERIOR -�— 7IOR QN "+2"ANCHOR °3.6" ALL 90°CORNER 135°CORNER RIOR VIEWS 7' 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL nV I�CENTERLINE ('C6'ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" *ERIOR4" 2.04" 2.04" 2" 3.5" EXTERIORI__CENTERLINE 4 INOF PANEL INTERIOR 90° 3 5„ "+3"ANCHOR q^ 7- TER 04„ G• Approved u c mpl& tk IL► la 6201 8.12" 4"DIAG. 6. 4.08" oatsNOAH XTERIOR laml de rodue OY- 2.04" 3.5" 4" 4"DI3.5" I EXTERIOR 7 2.04" I�CENTERLINE `\ �O�aY LYNN 90°CORNER 135°CORNER I OF PANEL �.• ��GEI•IS F 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ("C8•ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIREDINTERMEDIATE ANCHOR LAYOUT plo.53705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 0-1_ claWO15 A OCHANGESTHISSHEET 1070TECHNQCooYDRNE ANCHORAGE EXAMPLE CLUSTERS �. R111°" N.VENICE,FL 34276 it %,�°�.l ORI(?�.•''�•��\� am: /sn/aeo teoo SERIES 770 ALUM.SGD-LM IMPACT /ONA,1 s.+..uv.e evr m..e A.ILti'NN MILLEI;P E. SJR 10/talo p� CERT.OFAUTM t2B2BB ® soo-nn NTS 11 d 22 PGT0130 A REJ58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 TSEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1116",' 2-1H 6"• NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS MAX MAX, MAX. SHOWN ARE BASED o SHIM EXTERIOR o r SHIM EXTERIOR SHIM ON MIN.ALLOWED. 7 2.METAL OR WOOD EMBEDMENT: T T SUBSTRATES MAY BE SEE TABLE A, --11 USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., 2X WOOD SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL D.C.IS Aw WOOD INSTALLATION Rw WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHO*�EE7N6�E SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE E 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1 ( SHEET 1]_ 7T _I. /4"MAX.)EXTERIOR IEXTERIOR EXTERIOR EMBEDMENT:SEE TABLE A,SHEET 1 2-1/12-1/16"• 2-1/16-• EDGE DISTANCE: EDGE EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL a6 3-TRACK ME SILL WOOD INSTALLATION Ew WOOD INSTAALLATION E SILL � TR M AL INSTALLATION ECK M BEDMENT: LLATION EMBEDMENT:SEE 1 TABLE A,SHEET 1 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -'I SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, METAL TYP., TABLE A,SHEET 1 SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD 01 NOTE 4,SHEET 1 SEE TABLE A. TYP.,SEE ANCHOR TYP.,SEE ANCHOR +ppmv,d..-.I Iying wllb 16 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"" Plorl SMS ANCHOR TYP., 2-1116"' SEE ANCHOR NOTES .Al .de Paaluc etml WOOD ANCHOR TYP., 2-1/16"' &TABLE A.SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE \ rrr O &TABLE A,SHEET 1 EXTERIOR METAL l�`�Op1I LYNN cc EXTERIOR EXTERIOR EXTERIOR SUBSTRATE �� y\CEIJSF'•,FF 114"MAX.SHIM -►I Imo- V 1/4"MAX SHIM 1/4'MAX.SHIM - I Nu.58705 r e2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ®4-TRACK FRAME JAMB - WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION ID)LO R.,V ey. wox RnYbre n+"6Me �/(�``., STAil201' �1j�� SC 1W82015 A NO CHANGES THIS SHEET fOIOTECHNOLOOYORNE ANCHORAGE DETAILS F N.VENICE,FL 34276 i.v """• R—Illy. a,� > SERIES 770 ALUM.SGD-LM IMPACT ''� OP)FU. /9ar}4so lsao s.wKee a m..e o.ftft Rw. A. YL' ,P.E.w..n yr �.: aw. A.LYuE/r 58705,P JR 10/10114 CERT.OFAUTH.929296 ® 500.770 NTS 12 d 22 PGT0130 A P.E1J 58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A,SHEET 1 2-1116"• PER TABLE 2_1/16 • PER TABLE 2-1116.. ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS EXTERIOR •y:.'_ '�.':.�,':. �� Mme• MIN 4"(HEAD$SILL) } i SHIM OR 6"(JAMB)SEE EMBEDMENT: J 1/4" EXTERIOR 114 EXTERIOR OD&T AILS,SHEETS SEE TABLE A, MAX. ('� SHEET 1 SHIM SHIM r PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES$ WOOD BUCK TYP.,SEE SEE ANCHOR NOTES$ WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 2-TRACK FRAME HEAD &Eb 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION - CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES$ WOOD BUCK TYP.,SEE SEE ANCHOR NOTES$ WOOD BUCK TYP.,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1� SHEET I L Z= TI (1/4"MAX.) I (1/4"MAXJ , EXTERIOR -[ EXTERIOR _ _ ,] EXTERIOR �� �• 1 21/18 > - CONCRETE l t 2-1116"• 2-1/16"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEir 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATIONEc CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A.SHEET 1 -�I SHEET1* EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP.,-- TABLE YP.,-TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET 1 PROPERLY SECURED SEE TABLE A, PROPERLY SECURED 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., approved a mmplylu6wlli 1N : 2_1/18"• Florldn id g SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR Deu SHEET 1 . SHEET 1 TYP.,SEE ANCHOR NOA i 2-1116"' NOTES$TABLE A, Ianl ade Prodoei hol CONC./CMU ANCHOR CONC./CMU ANCHOR 2-1/16 ' SHEET 1 CONCRETE IW„ TYP.,SEE ANCHOR NOTES$TABLE A, TYP.,SEE ANCHOR OR CMU SHEET 1 CONCRETE NOTES$TABLE A, EXTERIOR PER TABLE �� I LYf!N ll EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE n A,SHEET I �`�'p ........... ../�, nn PER TABLE �nn OR CMU ��cENs�''•. y '71/4"MAX.SHIM !� A,SHEET 1 V 114"MAX.SHIM - I�- PER TABLE i1 :c A,SHEET 1 114'MAX.SHIM --►4 I+- / No.68705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _0'. Lt l`c o �Y- xma ey. am• nnw,c ° "' S'TA e OF I • sc lafi2015 A OCNANGES7HIaSNEE7 1070TECHNOLOGYDRIVE ANCHORAGE DETAILS �.Oa . W. M VENICE,FE 51275 mr ���C`,......... F.•�G\�: ..ate o.m n SERIES 770 ALUM.SGD-LM IMPACT S'/ONAL wr: ar.. (81rJ-IaP•r600 — — p"",o�y rar. A LYNN M81L�F�P.E. JR lafo/f4 CERT OFAUTH.(20286 ® S..171 NTS 13 d 22 PGTO130 A P.EJ 58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 7•.;E 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE Oo o WOOD ANCHOR TYP., INFILTRATION `..., CONCJCMU PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 282� ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. ' TABLE A,SHEET 1 SUBSTRATES. SHEET 1 2s ILLUSTRATION,SHEET 9) "'{ 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 i AND P-HOOK EXTERIOR SHEET 1 ADAPTER CONCJCMU PHOOKWOODANCHORTYP., fl .` 'y ••:'.:' ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES, V P-HOOK ='::' `":'.:':r'.•:`.. "'..:;•' ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE CMU PER TABLE ON SHEET 9. (ALSO SEE EYP. 2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS �+ PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,922 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A. MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT:SEE NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE A,SHEET 1 BEYOND THE METAL ANCHOR NOTES ..•••::��.`.�'.�;�•r�';�;'':�: A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: "' "'"''"'`' (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, .. ILLUSTRATION,SHEET 9) ILLUSTRATION, 28 EMBEDMENT: SHEET 9) SHEET 1 .f. `.•;; SEE TABLE A, FDG E DISTANCE:SEE ~ ■I, SHEET 1 TABLE A,SHEET 1 .''°,' ` ':'•::^ 1-1/4"MIN.EDGE DISTANCE 30 ,..3U P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES n ANCHOR TYP.,SEE rl approved a mmplyln6 wIth l6` &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V o'rd° nld g J (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. 140AA ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE m ml edc Product n _E ILLUSTRATION,SHEET 9) v P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS#F #US#23 OR#25, kV E WITH BOX SILL RISERS `\\ C`I I YNA/n1/� Kw PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR 1�`,•'��CEI•IgF'•�F�f �� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ck- fi-"I ri: SC 10/8.2016 A NOCHMf6ESiNISSHEET f0707ECNNOLOOYDRNE ANCHORAGE DETAILS %�> ''• •'T^ �TE 0 �4� N.VENICE,FL 34275 nc ;Al '•.F<ORIOp;.•''c,\� R .: RM,bu I811 ,1� SERIES 770 ALUM.SGD-LM IMPACTlgl. o.rw Oed. ® A.LYNNMILLER,d.E. JR 10/10/14 CERT.OFAUTK(28286 soo-llo NTS 14 d 22 PGT0130 A P.E.658705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 SHEET 18;INSTALLATION WIDTH INTERIOR ^1 DETAILS'AW$'AC',� EXTERIOR SHEETS 12&13 . 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE as. 'AS' TYPE SHEET 19&CORNER A' K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. WSEEPER � MAX HEIGHT INTERLOCK DETAIL PANEL DLO PER 'M',SHEET 19 HEIGHT HEIGHT TABLES EXTERIOR INTERIOR 1-3 �, JAMB DETAIL'G3',SHEET L -tF-:�7::: X 18;INSTALLATION DETAILS Gv/&'Gc',SHEETS 12&13 SILL DETAIL'D',SHEET 18; 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-MXX 'Dw'&'De',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125- PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-1/2" PH SMS PH SMS 4PPm.,ed u complyingei4 fit Floeld. d Ing C' /, 0 PANEL CORNER FRAME CORNER no�x lit ede Pmde I h01 DETAIL DETAIL Ov. NOTES: \ i0`�(1YNN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ��•,. ��cENaF •.'P PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. ^'.c: NO.50105 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. — Y CY. ='O •� p y,V S lll, sc lois¢o15 n O CHANGES THIS SHEET 1010TECHNOLOOYD— ANCHORAGEDETAILS/EXAMPLE ELEVATION N.VENICE FL 31276 ik R^► 1�l>�a lsau SERIES 770 ALUM.SGD-LM IMPACT is5�/01J>t�%pl"" — �• — M1LL�F1,P.E. SJR 10110114 cww CERT.OFAUTH.029M ® 80D-770 NTS 16 -22 PGT0130 A P.E.0 05 CONFIG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 � -,M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ( .r—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; MAX,LJAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'&. 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', WIDTH— TAIL IDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&137 SHEETS 12&13 TYP s 'GW&'Gd.SHEETS 12&13 SHEETS 12&13 ✓ 90° ( EXTE [OR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE M',SHEET 19 .IV L' D. A' TYPE TYPE K' MAX. MAX. CS' 'QS' NOM. UNIT 90°OUTSIDE CORNER PANEL HEIGHT SILL DETAILNOM. HEIGHT DETAIL'N7',SHEET 19 8 WIDTH TYP. / PER 'D',SHEET PANEL PER CORNER ANCHORAGE Mi PER SEE TABLES 18. MAX./ WIDTH TYP. Lij TABLES SHEET11DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER 1.3 INTERIORHEIGHT SHEET15 HEIGHT TABLES 1-3 DETAILS EXTERIOR a 'DW&'De, NOM.PANEL O X X X SHEETS12 Gj WIDTH TYP. &13 X X I PER TABLES 1-3SEE FRAME&A MAX.UNIT WIDTH ►I l I MAX.UNIT WIDTH PANEL CORNER SILL DETAIL V.SHEET 18; MAX.UNIT WIDTH�I CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dv/&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL-11',SHEET 18; ASTRAGAL DETAILS'L1'& "SHEET K DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& 1 l2,SHEET 19� INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13� HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'& B',SHEET 18; 1 1 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL-9,SHEET DETAILS'Bw'&'Bc', DETAILS'Iw'&'Id,SHEETS 12&13 18;INSTALLATION DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 CW'&'Cc',SHEETS 12&13 MAX.UNIT WIDTH MAX.UNIT WIDTH --'I PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE R' 'L' 'M' 'F' M' F. F' P' MAX. MAX.UNIT NOM. ¢'o i NOM. UNIT HEIGHT / / PANEL / o i � I PANEL HEIGHT atom°yegahbm` PER WIDTH TYP. °� I / / WIDTH TYP. / PER p�Kril� J TABLES MAX./ /SEE PER / I SEE MAX. PER TABLES NOAH 1-3 DLO TABLES 1-3 �' I m nl 'P1°JuctContro NOTE 2, a s I OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 y i SHEET 15 HEIGHT a o x x x x x x o ��°NFNs x, il 4—�C_— I( 3 : EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;'f� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; f� 1•!4.!10'/05 �� (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 FYI$'Fc',SHEETS 12&13 !.0; �• R'= R°HE 9y. °.m RbbbnY °.nfe°. : Jc SC }0/0!2076 A O CHANGES THIS SHEET 0,•, ST teC 1070 TECHNOLOOYDRIVE EXAMPLE ELEVATIONS rl oRiop.•.• N.VENICQ hY 91276 nw ', `�'•:.......•• b: R°NYo'a• Ry. SERIES 770 ALUM.SGD-LM IMPACT •''�,S/ONFd-�'�,'� (011}100.1600 — piiiC a°,�y� RM A.LYNAIMILL�Ii�P.E. Omm Bj. db: cMalae qb: JR 10/10/14 CERT,OFAUTH.029M sao-no NTS 16 22 PGT0130 P.E N 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W!HANDLE 90 RECEIVER W/HANDLE WI HANDLE 8118 #31 #31 —� _'n e� u #120 #1191 #1181 #6 #61 #81 SINGLE � F PP K L TR TQ TC TA TV TW INTERLOCK C SINGLE L E P A /epxpl� leC /C VQ SC VA SV SW INTERLOCK FIXED �- RR R S S FD FC FV FW STILE (eoxourT leoxx6 LOCKSTILE D M W/HANDLE leoxoun leoxwT W ASTRAGAL a BOX OUT LR PANEL NOTES: W/HANDLE /60x0UD 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL A I SIZES&DESIGN PRESSURE. W BOX IN /V LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W!HANDLE rsOxRn PANELPANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS f— ASTRAGAL T U STILE aar� EXTERIOR STILE AND ARE NOT AVAILABLE. BOX out 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES MOXWO leoxourT (#61),CORNER RECEIVER(#118)AND EITHER LL ASTRAGAL T ► / PANEL^E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. /soxINr I M=W) 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT Cl 90 LOCKSTILE (#61) ( ) J wl HANDLE #61 AND CORNER ADDON #31. #120 W 232' -EXT CORNER QT QS SILL RISERS OPTIONS � •232' z 90 LOCKSTILE I Q WI HANDLE#118 232' EXTERIOR d EXT CORNER ti81 232' EXTERIO EXTERIOR .062' 90 RECEIVER CT ( _C EXT R I .062" 4.055' W/HANDLE #1 B V V 2.555'062 3.305° INT CORNER il61 1.567' WIHAN IVER AT AS JDF 'D62° 1WlHANDLE EXT CORNER�rSILL RISER,FLATSILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 9D RECEIVER FLUSH#61 ,1-1/2' 20 LOW,2-1/2" MEDIUM,3-1/4" 24 HIGH,4" 750' _EXT CORNER 1131 76°' EXTERIOR FI.Ads I Ing G41�g1111h� 135 RECEIVER VT VS062' Bale W/HANDLE #81 EXTERIOR (� ROAM INT CORNER #31 EXTERIOR Z.750. 062' `r 61 mI ede Pd Imf 35RECEIVER WT WS WF � 906' 062° 4.055'/� 3.305'WHANDLE #81 Df6y ' l 1667' .__L �4-41 &1 :.ti�'`ON�. E L..k'I�i���P i s OSILL RISER,BOXI' O SILL RISER,BOX O SILL RISER,BOX O SILL RISER,BOX 1° FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH.4" r IQO.56705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 =•/ cr Al••. 1% O. ((/ SC 10/d20f6 A NOCHANOES THIS SHEET 197om—e-DLoorDRrvE PANEL TYPES Q '•.FCOr.•1DP.•' ���; N.VENICE,FL gr: O.ro• R°wt„r (911}480.1600�27b SERIES 770 ALUM.SGD-LM IMPACT _ ��''�;S��ONAlV _ A+CI`NM611LL1:}3,P.E. p JR 10/10/14 CERT.OFAUTH.#29M ® 770 NT.S d 22 � PGT0130 A P.E.#58705 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR 61 105 LOCK PART 17 FULL LENGTH 74 758 t07-710 14 706 OF JAMB 60 OR 61 ® 5 G3 60 OR 81 16 5 Gt 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH FOR FIXED 105 W/RETAINER#106 OPERABLE B0 PANEL CLIP 75&1007 11 113 MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO LOCK PAR7 SEE DETAIL G2 6 THE INTERIOR) 'EXTERIOR 103 713 758107-110 103 FOR FIXED 5 lio OR 61 J-LEXTERIOR PANEL CLIP 103 14 15 5 ® 112 ® 18 17 123 FULL LENGTH G2 40 G4 60 OR 61 r #10 X 314' OF JAMB �1 �+ 'l EXTERIOR SMS,X 3 2-TRACK JAMB 51 52 2-TRACK JAMB cR EXTERIOR yE%TERIOR -4EXTERIOR v CLIP#80 OR#105 WI SCREEN 1V/ v `/ 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 60 (SHOWN WITH t6ihFI7 (SHOWN WITH �(SHOWN WITH I7 (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 1- so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) yEXTERIOR �I EXTERIOR nj v 1 3 4 5 113 -for6 113 6 80 EXTERIOR 69 EXTERIOR 89 EXTERa a a 3 T.. ICREEN ga3-TRACK (a4-TRACK MAX.UNIT OPTSCREEN W FRAME HEADFRAME HEAD FRAME HEAD HEIGHT PR TRACK TABLES 1-3 53 69 69 89 EXTERIOR EXTERIOR 52 51 72 OR 73 72 OR 73 72 OR 73 pMumm IdD. -q MyInL Nils Ihy 46 11 113 9 10 HBAN 11 11 616m1 Dade Pmducl nhol 48 47 e 8 Cb EXTERIOR 112 5 113 113 py a 5 5 ;"�O k,1YIVIV 2-TRACK W/SCREEN 3-TRACK 4-TRACK V. FRAME SILL FRAME SILLFRAME SILL _ Nn.L�8'105 •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1.3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. --1 [J` o IS' a,; er• o a< n.war: wetau. !% �•. Sl;'•.l-C-111 .. SC 71184016 A NO CHANGES THIS SHEET f0707ECHNOLooYORARe VE'RTICALSECTIONDETAILS ' �� RcoR1OP..•• as n..wx N.VENICE,FL 34275 m ii`V�)1•'.••'•••L;V.. . (NfHao-woo SERIES 770 ALUM.SGD-LM IMPACT • a.w.*wa aur• snue o�..�one n.. A.LYNN A(11 R.P.E. D1� CERT.OFAUfH.#29296 ® 500.770 NTS 18 d 22 PGT0130 A PAM 68705 JR iN10/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR et 113 118 *Ili 28 7 30 11 113 27 83 103 62 111 63 BOOR 61 60 OR 629 14 120 65 y EXTERIOR ttt 62 80° EXTERIOR v EXTERIOR INTERIOR EXTERIOR _R ®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� INTERIOR lJ j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY r 90° 60 OR 61 LOCK PART LOCK PAR 7 LOCK PAR; 75 a 107-119 75 B 167-1 to e1 75 a 107-1 8 5 ®INTERLOCK M 14 113 F�EXTERIOR gg FEXTE gt 116 5 * 113 113 113 103 119�EXTERIOR 7 67 68 Lt WITH STANDARD STILES#60 L2 WITH HEAVY-DUTSTANDARD ASTRAGAL#67 4a HEAVY-DUTY Y STILES# 01 GAL#68 N1 2 TRACK OUTSIDE CORNER ER ITEM#61(HEAVY-DUTY SHOWN N2 2 TRACK SHOWN ' STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. . 4 INTERIOR 31 LOCK PART 75&107-11 4 INTERIOR 6 5 Q INTERIOR 135° Appmved..mmpIyIgZjrllft m. 7 11 FloriJa Uu7J C 135' Dale�G 14 5 61 32 H4)Aq 103 i 811..1 ede rad hot 61 32 EXTERIOR 87, lly, 11 5 1 LOCK PART 31 103 81 ,)—I,EXTERIOR 7 �\'��\•'�r N.76 758 t07-110 �/ 14 ®135°INSIDE CORNER 4\ •. oz 2 TRACK SHOWN ;`Q�•; ;; 135°OUTSIDE CORNER ;r.: pIo•ri070$ of 2-TRACK SHOWN = _• tj to sc fa&2a15 AMS NOCHANGESTHIS SHEETf070TECHNOLOOYORNE HORIZONTAL SECTION DETAILS,CORNERS �;c��'•. ntE°VENICE.FL I\ •; _ •..•,LORIo• (9/1}480.1600�27BIXG SERIES 770 ALUM.SGD-LM IMPACT ;5'/�)I•,,��, �� A.'LYNN MILI:61i,P.E. JR 10/10/14 CERT.OFAUTH.Y19298 SOO-770 NTS 19 d 22 PGT0130 A RES 58705 Item PGT PGT# Descrition Item PGT POT# Description NOTES: Dw .# P Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617300 2-TRACK HEAD OUANEX/R4USEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANI,or CARDNAL)k EDGE SPACER 2)ITEMS#33.39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17326 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 817314 FRAME SCREW COVER 62 17327 617327 INTERLOCKADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17317 017317 FRAME HEAD/JAMB ADD-ON 03 1225 OTP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C. 0 17301 817301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER 9 17307 617307 3-TRACK SILL 67 17329 817329 ASTRAGAL 10 17310 617310 4-TRACK SILL 6B 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17310 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71. 1095 71695 1-1/2"XI'X3/4'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.Sri.ROLLER ASSY. t5 17302 017302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 10 17308 617308 3-TRACK JAMB 74 SILICONE DOW-699,DOW-995 OR GE-7700 17 17311 617311 4-TRACK JAMB 75 8185 78165X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TROA PLATE 18 17322 017322 SILL RISER-FLAT,FLUSH,1-112' 78 71032XIFPFX 61032 X7'FL.SS SCREW W1 TYPE'F'TIP 19 '17319 017319 SILL RISER-BOK FLUSH,1-1/2' 77 7103239 1032 STEEL ZINC UT4UT 20 17321 817321 SILL RISER-FLAT,LOW,2-1/2' 79 17357 017357 1"IG BEAD 21 17318 617316 SILL RISER-BOK LOW,2-1/2' BD 17359 617359 7/16"BEAD/FIXED PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114' 81 17360 617360 9/16'BEAD 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 82 1224 OTP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4' 83 61745 1745 LOWE INC,1/2'X 1118'SOL SIDE ADH.TAPE,POLYETH. 25 17320 017320 SILL RISER-BOK HIGH,4- 100 0052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKETP4100K 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG 28 17334 617334 POCKET P-HOOK MOUNT 103 8186 781BOX 1'KEEPER 29 17335 617335 P-HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17340 817348 POCKET P-HOOK FOR BOXFU.ER 105 17344 817344 FIX:DPANELCLIP-O'LONG 31 17378 017378 135CORNER Wit 17352 017352 FOO=D PANEL RETAINER-9'18' 32 17376 617378 1135 FDEO MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMBTURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 76178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41816 SCREEN KEEPER SPACER SET 111 710X44PPSDAX 610X314'PH.PN.TEK-S.S. 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 07510 WSTP..270X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187"X.230'FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 710XiI5PPX #10X1-1/2' 48 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1' 47 668 7SRAZ STANDARD ROLLER 118 720XIX #14.20 X 1"S.S. Approved ea complying with IM 40 66B 7SRAX STANDARD ROLLER-ST.STL 117 720XI12X 014-20X1-112"S.S. FlorldaDulding1 Dela 49 4344 64344 SCREEN ASTRAGAL 11B 17338 017338 90 DEGREE CORNER RECEIVER ROAN 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL hU m4,Peood. C 51 1692 81692 SCREEN SPLINE-.165' 120 17330 8117338 90 DEGREE INSIDE CORNER ASTRAGAL gy 52 1694 61094 SCREEN SPLINE-.150' 123 17352 617352 FIXED PANEL RETAINER,718' I / LTNN 53 6101SC20 SCREEN CLOTH 54 1725112-X4-X 1/16-SET.BLOCK,NEOPRENE 85+1-6 •y t•.•'�;o>^I4SF '•,F,p 65 1 1726 1'X4'X 1116'SET.BLOCK,NEOPRENE 85+/-6 ` \•• '•'i� rdn.68705 NOTES: 1)ALL ALUMINUM=6063-TS – 2)ITEMS#33,39 ,57-59,66,78,84-99,121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. � D � Rmeey: ar: RnYbw o�T� ?�'� Sl 1l'E bbbbbbF �1/`' SC faS016 A DED XL EDGE SPACER TO PARTA56 `n•'•.,!=CORIbI`.•'�9��' 1010 TECRNOLOOYDRIVE PARTS LIST N.VENICE,FL 31176 nk %cS'I R. SERIES 770 ALUM.SGD-LM IMPACT ' rf i i i +r JJ 10/8115 A (941)480-1600 A.LYNN MILLER,P.E. NTS — I" wf)43o tedo " W a,.n er t>w ar: RTA A.LYREA58 05 P.E. JR IOIIW14 CERT.OFAUM.029ZB8 soo-77o NTS 20 22 PGT0130 5.069" � 8.562" � 1'38" •--.-I 1.36" 0.080" +I 1.872'r- 1.505" 1.211" 1 0.081" 1A19" J 0.062' 0.081" O2-TRACK HEAD t0 4-TRACK SILL 0.081' -r SCREEN (6063 T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.528" 5.069" 0.080" 1.045" 1" 1.605" 'r y 1.993' 0.062" O.OB1" O2-TRACK HEAD WI SCREEN TRACK-L O3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB STOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB 7.105" 8,221• t5 SCREEN TRACK WI 0.080" (6063-T6 AL) 1.36' 1.505" 0.875' 1.211' 1.36" ' 1.993" 0.081" LizL 0 062" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK 0.081" (6063-T6 AL) (6063-T6 AL) SCREEN 4s BOTTOM RAIL (6063-T6 AL) 9.142' 4.49" 0.081" --� -7' 0.080" 1211, 1.505" 7.105" �TTF-n-m9.141" 0.081" O4 4-TRACK HEAD 7O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060" APPa}'ed u'omnylug with 16 1.514" 0.062' i-'� OB7ldeBolaingCode� (� - MEAN--L� 1.260" 0.532" 0.780" Nl�ml Bede P-Am Coatm y 0.060" 1.990' nr J_ 1.516' OFRAME HEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN `� ��� I.YiJf! B ADD-ON t2 ADD-ON t3 END ADD-0N 10 3-TRACK JAMB `��eN,g;:'.;<'%y '� (8063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ' REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS : No.50705 OR 3/16"MASONRY OR 3/16'MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) o•"t*n. i l�.'. STAY£OIof Sc 10 WIS A NO CHANGES THIS SHEET EXTRUSIONS F::''•,'°�OF:1Dl:•'••('�; ars R. 1070 TECHNOLOOYORIVE N.VENICE,FL 31275 aw R. (011jIB0 i0od SERIES 770 ALUM.SGD-LM IMPACT � A.LYNN MILLER,P.F- D; JR 10/10/14 • CERT.OFAUIN.N20�B ® S00.T70 ACTS 21 d 2 PGTO130 A REN 50705 0.718" 0.83" �I-�--• 2.304" 3.802" 13.802' 0.752" I I� 0.752" F I 0.885" 0.574" 0.796' 1.163"� 0.062" 0.080" 0.062' 0.264" 0.233" JOY062. . FRAME SILL 0.075" P-HOOK MOUNTING P-HOOK SCREW @5 it 2B P-HOOK 28 29 30 P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080" (8083-T6 AL) (60fi3-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) A0.080' 4„ 4" 2,30" 1,488" - 1.739" 0.830" 0.082" 1,600 0.133" 1.600 0.062" - 1.303" .0B0" 1.870" 1.888" 1 1 016" 3.125' 0.325" 3.125" 0;062' RLOCK INTERLOCK 3t 135'CORNER 32 135'FIXED MOUNT 60 STANDARD STILE Bt HEAVY DUTY STILE 52 INTE85 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (8063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (8063-T6 AL) 3.979" 3.978' 4.125" --y -,y� 0.062" 1.3704" 1 I 1 050" 1.050" (� -�{1.050" 0.075" WO. 1.645" T 1J I rO4�5 1.645" 289" .611" 43.25" --�( 045" 045" " I� 0.125"" 0.281" e7 STANDARD ASTRAGAL 60 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 B BEAD(I G) BO BEAD,F XEIDG 81 BEAD ZING 8 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" A2.826" 4" 5.621" 0.7,' r 0.080 0.050" L %ppmr d u wmCppIydI,Lgwllh th. @FIXED " 0.133' Plorkl.Wdln ''l e201 105 PANEL CLIP 0.709" 2.8Oak -1 1.498" 0.133" ri 1.498" (6063-T6 AL) NOA/ 80 Ninnl Bade Pradud Cbnhol .550' --►-t 0.863 B @FIXED PANEL 5.621' 4" _ \ 0.709" 123 RETAINER,718" t20 90'INSIDE CORNER ASTRAGAL ;.�`0�1Y LYNN 1,114 6063-T6 AL .•''0.080' II+-� (6063-T6 AL) 119 90'OUTSIDE CORNER ASTRAGAL ( ) �tcCNsg '•.Cy FIXED PANEL 110 90'CORNER RECEIVER (6063-T8 AL) l �� RETAINER,9/16" (6063 T6 AL) Nn.56705 10B (6063-T6 AL) tl � SC 1N8r2016 A No CHANGES.THIS SHEET0. \ 1070 TECHNOLOGYDRNE EXTRUSIONS �' •.,h1�Htp1'., \cam !su}reo M -two T7s SERIES 770 ALUM.SGD-LM IMPACT _ A.L><tJN 1AILL�4,P.E. R 10110114 CERT.OFAUTIL N9296 d � 770 NTS 1 22 d 22 o..rc PGT0130 A P.E.#58705 - Florida Building Code Online Page 1 of 4 IiS7s La'iXk�s'; i BCTS 1,0me E LM In :user RegistratlCA H0t`BOO--, € Submit Sumlla pe stau&Facts s Publications FBC stat } SCIS site Map i links swirch 3t1S1�1S ). � ssUSER:s . ..prod product Approval ` � '410 1 0 Public p r 4 I t Regulation lj Or a . �'���r {meq prodt+ct Ag�rrwal Msyµ>Pmauct ot+i?caJdan Search r ACOikats�y�F?5.S>pACUc3t3on t7etal) `3 �✓ FL# FL242-1119 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@ pgtindustries,com Technical Representative )ens Rosowski Address/Phone/Emali 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrdsowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category windows Subcategory Horizontal Slider Compliance Method Certification Mark or Llsting Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) SjAGdW_d Yr TAS 201,202,203 .1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/05/2015 Date Validated 10/16/2015 Date Pending FBI'Approval https://floridabuildin(y.org/pr/pr am) dtl.aspx?pax-am=wGEVXQwtDquUsDrhuM')DGCgL.,. 11/3/2015 Florida Building Code Online Page 2 of 4 Date Approved 10/20/2015 SummarV of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency.+Certificate Approved for use In HVHZ:Yes F .47 R19 C CAC- 15,:DbD- .L5.p If Approved for use outside HVHZ,Yes - Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2017 Design Pressure:N/A Installation Instructions Cather:Please see the Miami-Dade County Notice of FL.242_ R19 II 15-0609.0S.odf Acceptance(NOA)for product performance information, Verified By: Miami=Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Et?47 RI9 G GAC 15-06'12.14,ndf Approved for.use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation instructions Other:Please.see the Miami-Dade County Notice of "rL242 R14 Il 15-0b+2,„„.4•Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 NR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL242 R19 C GAC 15-0519]_%pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R19 !I 15-051+1.1 f Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242:4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-051g n4 pd Approved foruse outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R19 11 15-0514 99 odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLZ42_f;„:Q ry CAC od 14-93)0 04 M f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration bate Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FFL242_RI Q_Il_14-0320.04 LM p f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 :::IH:R:-810(Small Missile Impact) Mufti-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency.Certificate Approved for use in HVHZ:Yes Ft_242_jj CAC 15-06,09.04 SM2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of 1_L7._#2 RI.S II 15-0�1 .04 sM2 pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-2710M(impact) Vinyl Horizontal Roller Window https:Hfloridabuilding.org/pr/pr_apl)_dti.aspx?paranr—w GE.VXQA,tDquUsDrhaM3 DGCgL... 11/3/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CHC 1570528,23 M.ad` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions other:Please see the Miami-Dade County Notice of EL242 R19 12 15-022B.23 M.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1_242 R19 C CAC 13-1123,Q3MLof Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please sae the Miami-Dade County Notice of FL .?__A.2-MI iI 13-1.1. Acceptance(NOA)for product performance information, Verified By: Miami-Dade 8CC0-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits-of Use Certification Agency Certificate Approved for use in HVHZ:Yes F 47 19 QAC 15- g0i .p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:NIA Installation Instructions Other.,Please see the Miami-Dade County Notice of FL242 f3i i.� ,Q403. df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information, Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification.Agency Certificate Approved for use in HVHZ:Yes FL242 RI49 C_CAC 15Q903 10 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL2A?__R19 II 15-0903.1 .odf Acceptance(NOA)for product performance information, Verified By, Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits"of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL?_4? Rig C CAC 15-0609 09 WDW odf Approved for use outside HVHZ:Yes Quality Assurance Contract Explratiob Date Impact Resistant:No 05/22/2018 Design Pressure:NIA Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 I2 i5-0609.Q9 WDNd.pd# Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by.Independent Third Party: 242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes M-42_819 QAC 14-0370,t�?tai, v Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design.Pressures N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R19 li 14- 20.03 Window df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CEA anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Thins Party: a.3ck Next . ggntart L,,s::L440 Nortrr MQnLQg St,.t T+llaha<s= fl 32+o9 phone:350.4&'7-1824 The State a,Florida is on AVEEC employer.Cony.Mt 2007-2013 State of Florida-:Priyacv Statement::Aa esstbility Stlitemrnt::Refund statement Under Florida law,email addresses are public records.If you do not want your a-mai:address released in response to a publk-records request,do rot send https://-loridabtiildiiig.ora/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquUsDrhuM3DGCgL... 1.1/3/2015 Florida Building Code Online Page 4 of 4 electronic mall to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact$50.457,1395,`"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 it they have one.The emaiis provided may be used fo.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 it you.are a Ucensee under Chapter 455,F.S.,please clics Mr_o,. Product Approval Accepts: � SCCtlI'( at€:Tatt's' littps:.//floridabuilding,org/pr/pr app dtl.aspx?param=wGEVXt?w DquUsDrhw\43DGCizL... 11/3/201 MIAMIMIAI1J1-DAD.E COUNTY OEM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(DEER) 11805 Sw 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25.99 NOTICE OF ACCEPTANCE (NOA) www.mlamicl�de.�ovleconomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE. 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 A1-IJ(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 revolve, 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, including the high Velocity Hurricane Zone.- DESCRiPTION:Series"1111-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets l through 11 of 11,dated 02/28/06, with revision F dated 05114/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miatni-Dade County Product Control Section. MISSILE IIYIPACTRATING-Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent .label with the manufacturer's name or logo, city, state, model/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 oft OA. 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 NOAR 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.09 Mtarti flE court nr Expiration Date: December 21 2021 ApprovaI Date:.July 09.2015 Page 1 PGT Industries NOTICE;OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum. Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-5330,dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FAC;TAS 202-94 2)Uniform Static.Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC.2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding.window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.TTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitled under NOA No.06-040506) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic hind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration.Testing.Laboratory,Ind.,Test Report No.FTL-9859,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) lvlauuei P r ,P.E. E Product Control xhiner NCA No.15-0519.09 Expiration hate: December 21,2021 Approval Date: July 092015 E-1 PGT Industries NOTICE OF &CCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying.with FBC,5tn Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by ; Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of.Acceptance No. 14-0423.17 issued to Eastman Chemical Company(INIA) for their"Saflex Clear anti Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Ku7raraiy America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiating on 12/11/16. F. STATEMENTS 1.. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16, 2013, issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTI.-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted a nde-r N OA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL4858 and FTL-4859,.issued by Fenestration Testing Laboratoty, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under 1VOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series ".HR-71.0"Aluminum Horizontal Sliding Window- L.M.I., approved on 02/16/12 and expiring on 12/21/16. s i j Mel P P.E. ntrProduct Cominer NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 0.9 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW III 1.GLAY:NG OPTIONS:(SEE OL-TAILS ON SHEET 2}FOR INSTALLATION ABOVE 30 FT.G(ASSTYPE9 Q THRU L MUST HAVE A T9LeERfO GLASS CAP. 'KURARAY VOACITE" PV(S IMERLAYER A.5315•LAW CONSISTINGOF(2)UTES OF IWANNEALED GLASS WITHA MfrT 'INTER:AYM a 3AFLEePV61HTERLAYER BY 8.5116•LAW CO)JS(STING OFN)LITE OF IIS'ANEALE0 BL63S AND 11)LITE OF 118'HEAT STRENGTHENED GLASS WITH A Jg.-'PV0'INTERLAYER. EASTMAN CHEZ CAL COMPANY C.5110'LAMI CONSISTING OF(2)UTU OF 178'HEAT STRENGTHENED GLASS OTH A bW'PVW INTERLAYER. ? 0.T7M8'LAMI CONSISTING OF(3)UTES OF 3T10'ANNEALED CLASS WITH A AW-PVW INTERLAYER. E.7t18'LAMI CONSISTING OF(1)LITE OF M10'ANNEALED GESS AND(1)LITE Of 3H6'HEAT STRENGTHENED GLASS VITA A 4W'PVW INTERIAYER. F.VLAMI COSTING OF(2)UTES OF 3118'HEAT STR_�'-NGTHENED GLASSWITH A MV'PW INTEWu1YER NOA DRAWING.MAP M0' NSI j SWEET 0.13316'LAMI Ki;(T)LITE OF ur OR MIB'ANNEALEOMN.)GLASS.U16-011 31P AIR SPACE AND NMS'LAMI GENERAL CCNSISTING OF(ZMES OF 1r8'ANNEALED CLAGSWITHA.LW VS`IN7ERLAYER. GLAZINGDETALS_. -.2 DESIGN PRESSURES.....13 j H.13Me LAMI tO:(1)LTTE OF IM'OR 3MrANNEALPD('JJN.)GLASS,5110.OR Tr AIR SPAGEAND dMT LAMI CONSISTING OF(1)LITE OF WANNEA.ED GLASS AND(t)LITE ELEVATIONS......»......•.._.5 +f OF IT0'HEAT STRENGTHENED GLASS WITH A..0MY"PVS'INTERLAYER. VERT.5E=QN3......_-5 HORIZ,SECTIONS-,--5 1.1;!116'LAMI 10:(1)LITE OF 1P6'OR 3110'ANNEALED(MINS CLASS,NM0'OR.W AIRSPACEAND MIT*LA.Y% PARTS UST..,........_.. .,t5 CONSISTING OF(2)UTES OF 118E HEAT STRENGTHENED GLASS WITH A ZW'PVB'INTERLAYERJ CORMA OETA9-.._._..5 J.13119'LAW IGa(1)LATE OF 118'OR 9110'ANNEALED(4I4.)GIASS.3MW OR lWA(R SPACE ANO TAS`LAN3 ANCHORAGE.__...__.....8.11 CONSISTING OF(2)UTES OF 5110'ANNEALED GLASS WITH A"T'PVWINTERLAYER. i K.13115'LAMI LC:(1)UTE OF 10 OR 3718'AWEALEO(WJL)GLASS,3'18'OR ItCAIR SPACE AND 716'L.W.1 CONSISTING OF(i)UTE OFW16'ANNEALED MASS MD(1)M, OF 5!16'-HEAT STRENGTHENED GLASS WITH A MT,'.Wd'INTERLAYER. L.1 W15'LAMI IG:(T)LITE OF Try OR W16'ANNEALEO(MRL)GLASS,Mir OR lie AIR SPACE AND T710'LMAI I CONSiSrAG OF(2)LRB3 OF 3/16'HEAT STRENOTMEMD GLASS W(THA.6W'P/S'INTERLAYER. 2.CONFIGURATIONS:%(•XO%CIX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) i AA NEGATIVE OEBiGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. I B,POSITA&DESIGN LOM$BASED ON WATER TEST PRESSURE AND OLASSTABLES ASTM E 1300. j..._. a.ANCP.ORAGE:T31E 33113%STRE391NCAEASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS$THROUGH T2 FOR ANCHORAGE DETAILS. ; 5.SHUTTERS ARE NOT REQUIRED. - LYtt'XrirOf9rivtLT,D IL HAVE AND PANEL CORNERS SEALED riTTHNARROV:JOWT SEALANT OR GASKET. A caartiT✓bd'�'taTY Ids 'WaBGrdo 0 {nccrfcwceNa(< 7.REFERENCES:TEST REPORTS HOA'S56,fTl•4658 AM FT153'A. 1 � ANSI 7E70RLNJ NOAS D � A� ALWAANdMA ICN M WOOD CONSTRUCTWN ALUMlNiIM DESKiN MANUAL 3 TH.S PRODUCT PAS BEEN DESIGNED d TESTED TO COMPLY WITH THE RECtMEN,FNTS OF THE FLORIDA SUILDINO CSE,INCLUDING THE HIGH VELOCITY . �kURF11CAN'e ZONE(}7VH4 `' ,I LYNN'A,2'�'t. 8.FOR MSTALLATION IN THE HV11Z ABOVE 30 FT,CLASS TYPES G•L SHALL HAVE A TEMPERED I.GL GLASS CAP,BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHTJNGED. �`�,��,.•j4CN9r Alts '� is: 1(a.C*4785 Lrt r✓ura F anrEnma r r Fse wDnTAr C+ENERAL NOTES _ xro lcct�aowc+cuv; �:,O»r•..,.Ftctno?:�Ca; a. smxl D ADDEDxacaPTassTaLm REENr �mtrxroTg. #Pn 5la ux a w== ALUM,NORIPONlAI ROiiERYJiNDD'N.IDTPAC_T %�rS1C4A1• '' .mmu.nx✓. tyrLlj aenx ""'°"' wLlSbiieVfi'rlbr � FX 2^atAB JAI 1771.0 +Faro NTS 1 r 11 ( �6127•!D F P.E.1:dAi KURARAY SUTACL Pdt3114TERLAYCR 1 � IX SAFLEX M INYERZAYER BY 5D 21 �l� 50 EASTMAN C!t£M1nGat(aaPr,HY a ,TFROR INT-Al GLA63�.SITE 55 GLASS ATE ML SECTIONS) i 51 87),61,62 51 83,64,65 WANNE'ALED OR HEAT STRENGTHENED GLASS �VIV ANNEALED OR HEAT STRENGTHENED GLASS 060 PVR INTERLAYER PVD INTERLAYER 118'ANNEALED OR HEAT STRENGTHENED NGTNED GLASS 3W ANNEALED OR HEAT STRCNGTNEHN GLASS 5118"NW. 7N8`tAN.ifitAT-0 5118^LAMINATED GLASS 7116'LAMINATED GLASS 21 so 21 so � tx NOid. +tY HDM. 59 GLASS SITE 59 GLASS SITE 52 1 52 r umutTnrn 66,67,88,69,70,71 72,73,74.75,76,77 g7a aoHvN, IWANNEALED OR HEAT STRENOTMAMD GLASS AP.", 1 °-311CANNEALED OR HEAT STRENGTHENED GLASS 000PW INTERLAYER MI'VO1NTERLAYER118'tJ4NEALED OR HEAT STRENGTHENED GLASS 3110ANNEALEO OR HEAT STRENGTHENED GLASS 9ff0`LAFAiNATEO Vii LAM NATED 5110'OR W AIRSPACE 31W OR WAIR SPACE V8.OR 3118'ANNEALED OR TEWSM GLASS& f9r or 3118"ANNEALED ORTE.V.PERED MA.SS�& 13118"NOK 13MWNM 'i� •. -;LYiti '.. 13tW LAMA IG GLASS Wl 5118"LAMI 13/16"LAMI IG GLASS WJ 71W LAMA c^ •• Nr AFOR 6NSTALLATION R7 THE KVW ABOVE 30 F.T.GLASS TYPES G•L SHALL HAVE ATEMPEREO I.G.GLASS W.BOTH THE OP AND ANCHOR WANr'TYTD REMAIN VNCrN,YO£D. = _ iJ,t UfUr3 F it"cY,b'E'OAYYWUMURNAf1WmAOMM.3 xroTccram:cmcamt GLAZlMGDE7'AlL5 "�: .'• F'v�aa<. .0 +mnnf a 1Dcxan+aEYHlosxrer n.wnez.nxm ', \S•••.�,,,... <�C?: ALUM.NDRIZflNTAL RQLIER V017JDUiM lhfPACT •,,�t^hAt•Y;` V.R CTJNIT D fDD!`DbfiP YDFf 171D ^,TpTYI�7�+ PD.00%teN f, - �Tr olPl.naatn Vrat�rBrrre+V +.L�wltiGkS��P.c. RK ?lIF1I8 Z1 76W76P7JC f31II Y +YY w4Y77-YO F PE1IY0?', TABLE 1, XOX(114,1)2,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN,FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26• 38" 39 7118" 49" 60816- 86" 60° 83" 84" A,B,G,H +SD.O •60.0 +60.0 -60.0 +60.0 -60,0 +80.0 -60.0 +80.0 .60.0 +BOA 450.0 +60.0 00.0 +60.0 i -10.0 98' A,B,G,H +60.0 '•80.0 +60.0, •60.0 +60.0 -80,0 +80.0 80.0 460.0 80.0 1460.0 1 SOA +58.6 I -W.8 +56.2 -58.2 FOR INSTALLATION IN 106318" A,S,G;H +SD.O 80,0 +COI I -60.0 +60.0 M0 +60.0 504 +60,0 •80.0 1+60.0 -60.0 +65.2 -86.2 +52.3 1 -52.3 1 THE HVHZ ABOVE 30 908" A,B,G,H +80,0 -60.0 +60.0 80.0 +60.0 80:0 480.0 80.0 +60.0, .60.0 +60.0 80,0 -54.6 -544 +81.7 •61.7 FT.Yx ASS TVPESCt- i I SHALLNA�r.A 191" A,B,G.H +60,0 80.0 +60.0 1 -FA.O 1+60.0 -80.0 +80.0 80.0 +60.01 -60.0 1 +39.6 -59.6 +53.6 -53.6 •60.9 TEMPERED LM MASS CAP.80TH THE OP UP T0111" C 1 460.0 i -60.0 AND ANCHOx DE,F, { UNCHITTY�MR3N UP TO Yit" x L +76.0 -73.0 uNCHANOEO. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WIS.AME DLO ARE 1"SMALLER) I WINDOW GLASS WINDOW HEIGHT ' WIDTH TYPE ALL HEIGHTS UP 701 83" _ TO Be 7118" e i +60.0; -mo TO 66 7119' O'E' 4754 -78 0 J K.L TABLES. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W1SAME DLO ARE 1"SMALLER) f { WINDOW GLASS WINDOW HEIGHT WIDTH TYPE. 28" 36" 38318•^ 48" 60618" 54. 60• 83" 88' +75.0 -76.0 +764 -75.0 +78.0 76.0' +75.0 -76.0 +7bA i 75.0 476,0 -75.0 +75.0 1 -75,0 +75.0 -78.0 88- A,S,G,H +754 -78.0 +75.0 75,0 +76.0 •73.0 +76.0 -78,0 +75.01 •75.0 +75.0 -78,0 +70,2 -70.2 72" A,B,G,H 475.0 --7A.0 +75.0 -75.0 +75.0 76.0 +75.0 -me +76.0 •75.0 +75.0 -764 +69.6 -89.8 +65:2 -85,2 ca�rJ�:c�'nrvissv ,wyryay,.rap.+wa, T4" A e,G,H +754 -75.0 +7bA -75.0 +75.0 784 +75.0 -75.0 +75,0( •754 +75.0 -76.0 +68.1 22 +63.8 1 .83.8 UP 7074" 1,O,E,' +75.0 73.04 I J,K,L GLASS TYPES:TEST REPORT M4858(XOX),FTL-4859(OX E HO)AND FTL33W A.5178'LAMI-(118'A,,090,116'A) G.13116'LAMI IG418"OR 3+16"A(MIN.),5116"OR 318"AIR SPACE,5116"LAMA-(V6"A,.090,118"A) S.6118"LAMI-(116'A,.090,US"HS) H.13116"LAMI IS-19r OR 3(18"A(MIN,),W16-OR 3/S-AIR SPACE,5116'LAM-(118"A,,OM,116 IIS) w • C.5118"LAW,I-(118"HS,.090,118°98) I. 53118 LAMA IG 118"OR 3/tb"A(MIN},5118- 318 ALR SPAOF,5116°LAM!-{718'HS,.090,118 t S) `a tT2 N D.7/16'LAMA.(3116"A,.090,3116"A) J.13118"LAMA ICL 118"OR 3118"A(MOl.).3116"OR 114"SPACE,7118"LAMA•(3118.4,.0.°0,3118„A) ": F , E,7116"LAM[-(3116-A,.090,3116"HS) K.13116"LAMI IG4W OR 3118"A(VIN.),3116"OR 114"SPACE,7118"LAMI-(9118"A,.090,3118"HS) t; No.extras ? F.7116-LAMI-(716"HS,.090,'716 HS) L 13116'LAM11G418"OR 3116"A(PAIN,),3118"OR 114"SPACE,7,16'LAMI-(3118"HS,.090,3116"HS) !J3 NNffl F CHANCE 77247 'A:CL` � � ar:ea.�'.'0'AaTos;r -SIGN PRESSURES ;.T•, f. T \�: :I,f MUM P IN CHANCE7NS S1tGET ".YENYCd,ftWtb CYA4.:'Ci JA dmf D e ororaPTD+�T�ua O +srtrfrorr. v.aa,p.+7a ALUM,FIORJZONTAL ROLLER VWNDOW,IMPACT �'^`,s`ptfiyxd.k��•`• y,w uow'••rxs rt,m+ virlb(r9,rar ""'""` ,f.lvr45NGR,Y.E FAX x22laB J,[ y>tyeg xx7ta NT6 J •71 �4Y2T-7D 1= r.e r,3 x7379' 2730.1• AK GL f•----� }+-MAX.GLO 535ti6'MAX OLO FUC£0 MA)C.OLO MAX QLO � 1 VENT PENT FIXED p �_..^ ._ _.-............. : II i l • o x IL 770•MAX.'MDTH I.F.FRAME — '—fl57375•tMKY/tOTNIh.1mia---+•� 1T7'MAXWIOTHFLAr1GEFRAAIE I }—"087114^MAX.WIOTH FLANGE FRAME DETAIL H-XOX(114-112-1/4) DETAIL C-XOX f 113-11&173) 33 9715'MAX 33 WIV'MAX 1.SCC SHEET b FOR VERTICAL AND HOPMDWAL SECTION DRAMS. DLO FUfEO O,r OLO VENT SEALANT OR GASXST 67 MAX ;;� :•~. FLANGE +ATHSOANOSILL FRAMa �IALL S3 II i I , CONFIG. J" MAX. PU Wr A4%I5GD QLO ALLs > I J OL0 ALL I 1b IF.FRAME PPED I Jf i /j NITS 9r MAIL LUES I.F.FRAME ... — 5q'amanlYJt J '0i X �I ALL ! CO:NFIG. lg,1Yt mcaPro�e1 j; i 13 ftRHGS FRAb!E .` '`�``'�tiGiM;g"'•!°'A I �}—•---- 7s,MAX%MOTH V.FRAME——� VIEW D•D, -, "i*'"% I•.•7d"MAX.W10TH FLANGE FRAME =�,i 4.0.5Sr05 DETAIL A-OX OR XO (FRAME CORNER CONSTRUCTION) ate. 41410 F NOUNN:SSTXS&hFEf "� +o:�-ta'wxowc€av€ ELFE tA770NS JJ. f(Y47/11 E CNAWf7M9 EXEEr x a7mrr a xaratvrse7fassrr�T 'eVr¢a1naCtY P\aNto➢n IROtER WfIIOW APAGT , �i�`t'}'�r•••• `\C'': - ernwu�s.rex»a 1g1y�yi x.LIA.YrxetLl{ac r.1C tl18Ad dt Y13'b5 s >w7ro NTS A -if �aYBT 10 INTERIOR 97 32 35 . 22 39 ..... 1 22 p 18 2� EXTER30R + INTERIOR i �. 21 wxv.NTDLO a l--WX.FusEaaLO --) —---tiwx. a.o MAX WIDTH JFLAKOC FPA%C-) ExTERIOR 19 SECTION B-8 17 1 ( ! (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) I MAX INTERIOR i KFEE � 17 95 32 37 39 FRAAdE 4,fIX.. _ -- VENT DLO MAX FIXED DLO I �) 22 MAX.FIXED DLO w.VENT DLO MAX tW1DTH JLF.F&W:E) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 i 8 22 21 Al r`J -Q'!7nlvar;D ` 2 na`°Lxie iiWl ails. j �' 't .uuaswXo t L7�j . 1� 8 EXTERIOR INTERIOR a m,umo� lima) 7 � nr 721 rC P.Aa I64 EXTMOR j WERIOR J a I t Li —aYv 10 SECTION C-Cd2 SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION.I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) T,'; LAc F�+axs F''rmdsLWearx>saxtsr °"'�" '�'• .,r�•?J�' D7 renieutnaoEsron;z. SECTIONS �`'• +zatr„�•.:'���. �a. rnanr E rrOcttAvcanz�sakaEr r. a.nsIIra '',Cq`;;,......•• a;p FA ,axa ALUTA.NORJZONTAL ROLLERWWDO'rY IMPACT 'h,SrJIV?d•L•' -Fa -- naae�,c,�L 1IIu ysnify t7etre+ 4VV1V wi�lat{�icSriex Fx. ua.�e �,� eu3ba ,�,o t4sif S +tt ��dt77-f0 F Pr a:aty ! DWGD M DzSCRIPTASNhKTL PCTN DWCYf DfeCRiP77AN AtATL YC70 1 4102 A FLAN(EFRAMHIMAD 4063-76AL 6IM37 a MASS13714"tAMlT6U8'A A7N 318"A7R8PA S116`T.AMl .09DT.rYS 119°A 3 4015 $ASiJ STOP D) NT un C[3P 6061-TS AL 6t2VA 67__- l3fW LAW U3.1/8^A 04114.1 318^AIR VA 3116-LAM!(WA,ZO M iWNS j 3 $SX3(4PfLPANJIEAD T&m" +S8 13116`LAMITC-118'A '1N Vr AIRSPACE.Ylf1AMt M! .0"PV3.91 I 4 4053 SASH STOPCOWO( ASTISTOP 600-TS AL f6 13t76"LAM17631i6'htN..5/16'7LTRSPAGE,St16"LAMi .A.09OiNE,IMA 6 4136 ITANCIBPRAMEStiL 614(4-T4 At, 64136 70 73116"SAW 1C•3116"A(MIN. 5/16'ATR SPA t�5Jl6^LAM1 S'A.090PVE.1i6"HS) 7 4137 SUADAFTOR 6063-VAL 64137 71 13116"LAW 109116"ANIN.15116AIRSPA 5116-LAM HS.tHO 718 8 4131 ROtURTRACR 60046AL M131 72 13(16^LAAilIG.US°A N. Ua^AIRSP 7116'LAMt f(rAA90PV83116'A i0 77244 WI1EPifO18lx7VFR P01,YPROF, 71298 73 13x16"LAM11O.WA: IN. V4'AIRSPAM.7116"fAMi 16"A,09D 3116' 11 1626 ADHESlVEOPINCP7.LFOAMPAD 7PADI4,2674 7(16"TAMl10718"A(t4N.LVa"AIRSPALT`i 711b'IASIi[8!16"}18.ASO 3116°7_ 13 4UQ A FLAN(TiPRAMEJAMH 11%3-TEAL 611215 73 73116'fAM11031i5"A lN. 31WATRSPAM7116'IAMT 14"Ai Z9 311&A 14 40M OAN(MPRAMAL*TFfiAMES1LL701*TT 7461= :6 33'16'LAMM3116'A IN 3nVAMSPA 711f.LAM( 16'A.AiAOM.Y76'H 77 13+16"lAM110.V16'.A NIR31JVAIR SPA 7/16'LAM 16%i JMPV&3116'HS 15. 1155 $SX I:tbO AD PN.SMS 781 50 1014 StRQ•34PM7AA OR:&YIIL 310.f•HI4AL 16 4110 0 SMM ADAPTOR 6063.78 AL 657106 41 1610 Satm COMM KHYW1Rlm POLYPROP. ' 17 4089 D P1kT:17 ME4!'MCIRAIL 60G3HD•T6 AL 65DS7A 0, 7471 Stlim C0'RT'63?14EYW10t1TR1mm _ POLYPROP. 19 4066 WSTP.187XM0 FNSFAL 606M 93 1073 SCR6•PkTSPRD.'0 Mm 21 4103 SASHTOP&BOTTDMRA7L 6063-TS AL I 612240 94 1624 SCYtF.ED'i BPtINR•.195 D7A.FOAM Im PVC. 22 160 WSTP XM0HA MNSPAL 616M 9J 1635 SQtfE7SPL7TS•.133IXA.17ARD MPVC 23 125•! R0U.M1TOU9W0&aW13 411 WiD 96 SCRFe1 t1.O7'41 u 226 I IWASSMIURWIMMS GRASS 71TRWilla 29 4128 HOR=, NTALROLLERSASH'TOPtiJME POLYPPOP. 4412M 31 4006 D SASH.,l?0X DRAG. 6fldNS-T4 A1. 79160 33 U3S WS'fP.170X2707L1Cl:,FR4 SEAL 6751�"i 3S 1096 SWIEPIATCR DIE-CAST 71(96 3, 1016 08 X M3 PIL FL.SMS7858 p P 37 4116 SASHRIDERATL ._._ 6063-TSAL 64126 2 38 168) WSTP.350XDORACY,FIN--$PAL .6163313 39 707o B1UWFATlfWTR1P.187X.275 Mm 40 LIFTRAILCOMCAP 746WC'LORR 41 4139 IF.FRAMEAEAD 6W3T6AL 64139 I.F.FRAME HEAD 43 4140 11AFRAME= 606346AL 65740 41 43 4141 LF.FRAMBJAMB 6063-TEAL 64147 s4T�9,1;tiD9•T0 50 aAZM SIUCONF,DOW W,MPR IYAlYNT m4 VNAaAZMBFADBUp 6TP247W 'art- 51iViceA w�ay 52 t223 VDM GIAMORPAD BULB MW 6Tr"m 53 4039 H aAZNOEEAD-5126' 6063•TSAL (Am9B 54 4054 B (LAZTNOEFAD-VJG W1Ci.4H X1T 60ZT5AL 645703 A62 5.52 n 33 4211 A MAZMBFAD-7110 600-TS AL 64111 � 56 988 C TRAZINODFAD-7116'W1G"7TiJ,Xt'T C0345 AL 6935 . 59 1 4067 1 la.AZWOBEAD-131tV 6063-TSAL 64%7 M OAM In&'LAMt US'A.09DPVB IM A 43 l.F.FRAME JAMB 61 1116"(AMI 718'A.CSOPVB US" -41411,803-TS 62 3116"LAMI(l18"us'.090PY8,718"TT 'c 63 7412'IAMIp11C A,A70PYD,LIG"A) ._ .710 64 7116"LAMI 16".A.omm 3116"HS 63 7116°(AMI 16-HF,.090 PVB,311W N L4140,0065•T0 i:,."''':lL•^,211.5• :+:r:; to anals F 710 CN4NOCTM9 S?7FET "'�" ;fids. k;:Tet fir. t rtcwaoc+cnn PARTS ac r xr & eruvar sxr3 r x vr,nx3n aavrr a a 2�ausxm2e a.o. x ea �AI LIN HDRIZLTNTALROLLER WINDOW,IMPACT 1x14<'!1fA4 .• n!i#pu9./iL(t1 i�714�J anrsl �"'� A. xa LYT�aM^A.rR V.F.. FA maw 1R =w xmra NTS s +sT arznra P r-0,4 (D SAS!,,jSTOP033. fflVER (DFO�llg FRAME HEAD FLANGE(D LL FRAME SILL ADAATER 07 #4197,6063-T8 1: 1 L FLANGE EMM _F JAMS AM .437 T— T—r .7 @ SASH STOP HORIZ.ROLLER TRACK FIXED MEETING RAIL FI —T --4 too, 21 SASH 10—F " 90-1;(-)M RAIL (32) SASH RAIL37 AIL 53 GLAZING HEA 6118' snesaCa6ut g5a A18 3 t�o� 640681),8663?i5 T8 \Z:/ 04128.W33•TS \Z-:;/ 94060046 Afi0 .878 8816 C30 078 01.�v MwIll"e, &4GLAZING BEAD.Wig' GLAZING BEAD 7116* o" GLAZING AgAPL.13116- ON' 004448.6063-TS fiseo wl GRU xrr) rwmy At HOWWAL RQUERIMINDOW IMPACT 'oe rx J ANCHOR CMAN71MES,XOX(1u-1&1144) vows TAst.f4 NOTES.• GLASS TYPES A.DAMKI 0XAS3 TYPEd Df F,J.XL 1.ANCHOR TYPES, I!I Ait@WIL TYPD 22,WOW X0.41 1,1X42+1 ;3,WCOD 2. X1 1.CCR, 1-iWELCOTAPCONS 2-ila'EtCOSS4CMTGFLEX 3-912 STEEL SCREIM(05) d S7783TRA171z5wsH)tt a ZO2+ ZW�E 1_� w w 2,GLASS TYPES. L� FORIt�TNi717ithilN THE KNrRABOYe 30 WIHDDY7 awl MADaEa2t HEADd Eat HlEADal7a1 NEADe BILL FrBAD 484E HFAOatffi.L A6)1C'LA}al ttt8'A,.Dh2.17a'A) FT,GLASS TYPES O•L8t1ALL tlAV£A 1 D.SnS-Lw'I•(}t8•AM'IN-HE) j 1 21 VC,SHB`.LAMJ-f'fla"NS..651h.U8'NS) TEtIa�ERED LQ MASS CAP,SLITH THE CP,ANO {{ 6a.R6326,ST6 7.12.1412+7 2 1.C2+1+12+1 2i 14C2+/+C24 2141=1+0241 1 liC2.1+C2+1 2 14C14+C2+f1'2 0,7i16-LAAC•(371'6•A,A0,3N6'A) ANCHOR OUANTITKREMAW UNCKANM, 46.09 14=2.1440.1 3 1.020+C2.113 1 1+C241+02+1 3 I4C2.14G2+4 11442+1+02+1 3 t+C2411C2+1 J E.7116-LAVA•(3/ITX.M,&IVHS) 52623 I4424.C20 3 1+C2•>t+L2+1 31 1+(2+1+C2+J 3 1at2+1+C2N 3 OC244C10 3 7.02+1+C2+!] F.THD`LAMJ•(?)16•H9.OSl1.?!16`Fi3J A 43716"tAMi IG•148'OR 3218'A(MIN.),SI1C GRC&'8'SPACE.5+16'LAMl•.(118'AJ799,1A)-A) 64.07 5+02+5+124 3 14(2+i+624 a 1+C2+44C241 3 14G2>14C2+1]44CNNC20]1+C2+1+C2+1 3 H.1371GLAM 10-1.'a'OR VIrA(MN.),VWOR3r6-SPACE,61.76'IAMI•(1B•A27@D,WV 0L09 !412+1402+7 3 1+12+1+12+1 6 1+122++12+1 1}412+1442+7 3 NC2+1+12+1]l4OR+i+C2N 3 L t3r1C tAM110•ti8'OR 3nS'A(A6Nj,5116 0R 378'SPACE.Siff LAM!•(tia•HS,.007;7N'HS7 31.73446'LAHJ IO-178'OR3r}6'ALM24•b 3216'2aR 471 BPA(£,T1f0•tA191-(3H6'A.A9D;3/18`A) 57.09 1+C2+1+C2+1 a 1+C2.t41N1 3 UC2.1+C2+1 a L4C34+C2+!3 14C2+l4C2+1 3 NC3+L+MM 3 X73116'LAW 10.118'ORNWA JKN.).1216-OR 114-SPACE,7AVLAMI-(JJ1(rA,.0W,3Ji6'NS) 4.8204 36.375 1412+1+074 2 1412.1+124 2 1+12+1+12+!2 1412+1+12+!2,5+12+1+12+4 2 NOP+2+12+9 2 L 131i$L4All70.12a'OR 9216•A(h:IIJ•),3flG'OR 11A'SPACE.7tf6'W,tl•(3!!8'HS.A60,3HS'H<_J I 44.06 2+(.`2+1+1241 a 44W+/+C2+!3 I+42+1442#1 a 1+02+1+C2>t x1+02.0024 a 1+0242402.1 3 3.YANMW ANCHOR OUANT77'IES ARE.PERAD.IAC.<Nr TABLE AND BASED ON nC FOLLOMHO I itt 62C2a 4112+14)3+!3 1.C2.11024 3 1+0241+4341 a 14C20+C2+1 a 1413.4+03+1 2 1.C2+R+C2+f a DIMENSIONS.FORWI)SOG,'I SIZES NOT StiOVEN,GOTO KE%TLAR( RWI.NOC'rE 311 TABLE 64.09 1+02+141241 a 1+C244C'L+t 3 1+02+7+12+1 3 S+C2s4.C2r!6 1,024.C2+1 3 I+CY+2+Cd4 3 HEAD a SILL:III iW MAX.ON EACH SIDE OF MEETING MIL CENTERLINE. E20N 1+C2M+C2N 3 NC2N+C2+I 3 1+022++12+1 31+02+NCR+1 3 1402+1+C2+1 14C242+W11 3 ?,314' FROM FROM CORNERS. JAMM' 9'MAX.FROEA CCANER9 AND 7217:MAX O.C. 63AW 1402+1+02+1 3 1+1:+1+12+1 3.1102+140II+1 3 1+02.1+C2+!3 1+122++12+1 3 1+Ca+2•C3+1 3 TAELE KEY. 74. 34 36.476 1.12+2462.112 7+C2+14024 2 NC2+2+02+1 2 14=2+241341 2 141=474C241 2 1+02+2+C2+/7 K O X 46.069 1+1.2•>2+0241 3 14004C24 a 1442.2+CM 3 1.=2+2402+5 3 1+02.2.C3H 3/+1242+1+1 a 14130+12+1 3 -ANC140R QUANTITY PER JAMB ! J aCM I+C2>2+12+1 2 4K244C2+1 3»12+2+022+D 1+C2+2+C245 7{NC2+24C2+1 31.C2+2+02+1{3 1 HEAD AND SILL ANCHOR QUANTITY. u.ao 1.12+2+12:1 NCt>i+C2+1 4 NC2>1+C2+1 1,11.C2+2+02.1]f+C2+2>02+1 a UC3 -00 5 11----A CLUSTER OF CENTERED 60.000 140242+02+!3 1+C2414C20 3 7+(0+}+0241 3 1+02+2+C2-i a 1+12+2+C24 3 1+Ca+2+Ca+1 3 AT ATE ACG4 OPERABLE _ ANCHOR AT EACH OPERABLE VENT • 63.00 Wt:2F024 3 WC2.1.1:2+1 a fI.C1+2.W4l 3 1+13.2+13>t 3 5413+7+17+1 3.14C3.24C3.1 2 PLUS(4)AN(.HM AT FIXED S£CTM, U.0+Aa16.373 I+C24240241 2 14t2124C2+!2 1+C2+24C2+1 21+G2+2+C2>t 21402.2402+1 2 1+02+3402+1 2 (12)ANCHORST•OTALAT HEADANDSILL 48.000 1+11.2>0244 61+12+2+13+1 4 4+12+2+12+4 3 1+12+2+13+5a 1+C2+2+C241 3 1+C3+3+CH1 a (3')d;A1.O.C.RNG40R 6PAfdNCJ j { w.6Y> 7442+2+12+1 3 1.132+2.C2+1 3 14CN2+CNI 311.=42+0+1 a 1+02+7402+1 3 4+03+3+07+1 3 I S1.(n70 1+12+2413+113 4+11+2+12+1 3"1+C3t24C2+!J 1+C2+2+C2+1 S 1.C2+2>CN1 3 11C40+041'3 f X5'+14-mx 1 I •-�J-••tel'M1N. w.006 /.C2+2>C2+1 3 1+C2>2:C2+1 3 1+03+2+C3+/2 1+C2t2+02+1 3 1402+2+1241 a 2+14=8+12+1'i 1-•..........1..-..->A>--.>---2-....9.._._+.-....!}_.._.}......._ i MM 14 124(2.24 3 1+Cd.24C2+1 a 1+1].213.13 1+13.2403+9 3 I+CN21C2+1 4,1+04+3-0141{] S,REF. it , X O � � � VNttt)1ti`r 28YEYED 706.376Y 33.376 t4M4241=4j 2 1+02+3+12:1 2 1+C2+3+CN1 3 1+2+3402+1 2 1+C2+3+C20 2 14CR+44C2+7 2 46.ON 14C2434C241 3 1+0242+LK+1 3 5.473+3412+1 3 1+13+3+W.4 3 itO2+3>C2+1 a 7+1314+11+1 3 mnbkactN. MTc.RAa.nP...... ..- •-._._. --._._.. � lbw. ••O '�z) 40.42.1 14G43+C2+1 a 1+C2♦21C2+t a Nw+UC34 a 1+1243+14+4 3 1+14+34C3>f 3 NL�a+am] EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 64.696 1+C913+C44 3 t+ca+2+12+i a t•C6.3+Gs+!a 1.03+4.03+1 3 t4ca4311ai1 a 1+43414.cw1 3 (SHOWN IN TABLE KEY ABOVE) y . 4.00 1+13+34034113 1+C2+240241 3 1+C4+U044 3 1+64.3.001 4 1+C3.3.O34 3 44140"0414 3 1 1 m6W 1+C5>3+C 4 1 14CM4CI+1 3 1404+3404.1 3 14Ci+a4CE+t A 1C4+3`C44 3 I.C6e4+ 41 3 3fS tj.A71 !1 iN.00043d3T3 }+12.3+{2.1 2 1+C2+2.C2+i 2 4.0242+024 2 NC243+C2+4 3 1+C243+C241 3 14C244+C344 3 -+•-1�1t OL s -+Ih-S MM EA07 NON34C2+1 3 L4C2+2IO2+1 3 1+C3+20C341 1 7+C343+G2+7]4>C2+3+G2.1 3 1403-"C301 3 6'REF. --�...._1}{�t---y-A 1'1..._•X w 624 1402+341241 3 1+12+3:12+1 3 1+C1+Np4 3}41344.1»t 1 i+W+3+03+1 1 14ca.4+cs.1 57.00 1+003+14./3 1+Q+2+12.1 a 2+13+3+43]+1 3 1.Mt34C3+1 3 1+CN3>C]4 0 14C4+4+CA+1 4 �•~"- '"'.•w�".. _ 12L000 141342.034 a 1+0242+42+9 3 1+1413+04.1 3/+U431Cd.9 4 1+03=3412.1 3,%+C AI00141a MTO.PALTYP, N " t;c.607E"+ •E~ aa690 1.0343+c34j 3 1+43.2.1#1 3 1+Ga3+14+1 3114044.U.11 41140,14404+1 a 2+13+4.04+!)4 EXAMPLE CLUSTER Wl QTY.OF(4)ANCHORS " tu: mt&16 a No47wG6)t)s3sr3�rANCHORAGE wrolElta>rt66Y1ucz; ANCHORAGESFi4C1NO,XOX014-112414 J.J," ianmr g` c3wrGrn9saxzE7k.YExwx,nwttt�:'•.........rt>���� k aa:, i nr G !W-= oto elBroDa1r49sm a 4aEa7nC7c. •4.404 44 _•ALi1M.Hi)R1ZaldiAL RGidER(VIN©t}IN,IMPACT ,>,fJ�rli.r;•` ) nc'4ouD,asa2r+ '1�' '" .79nfa 2+78 8 11 waY2l•!C aLlYJt1Jit@d:B.E. Fx 2ff3A6 d..1. ausAa F Pkd oanr, ; ANCHORQUANT(Tt XOX i73473413 WtNDOW$ TABLES NOTES: _ 31ASS TYPES A.B.O.H GUM TYPES C,O,EF,IJ.KL 3,d Y200W 2COIW t,CDND 2:d WOOD 2; CA!VC I.ANCHOR TYPES: S GUaMCH38M42-00 S 2OHE4 7ANE8 ZONES ZONED 2pHEe...'". 7•tJ4'ELCO YAPCDtiS 2•V4'PLCO S84CRETE•FLEX 3.812 STEEL SCREWS(05) 4 y Y2INCOHfA06 GRi HfAO t SEL HEAD A61 MEAOt3BL1 HE40a SPL RADA SRL 2,q.yfmTWltlS:(ty8•q.p9i3•t�'A) O FOR INSTALLATION IN TYie NMZASCVE iO { Y Q5ttS'1J3.71•(118°A..030.1%'HS) FT,GtA.SSTYRESG•LSMALL t1AVEA 4&=, UaNi.c?4i 2 t4C2+1+CN1 21402+1+04.1 2 UC2+1+02+1 21+G2M+CZ41 2 14C2M4C2M 2 C.WIS'LAM[-(113'HS,XIW,tVHS) TEMPER'eD IM GLASS CAP.BOTH THE D7 AND 1+C2,Uf2+1 3 1+C291+C2+v 3 14t�ol+C2M 3 140241.02.1,3 i+C2+1.0191 8 1.0291+02+1 a D.7ttClAW:(3118'A,A9D,.ViCA) AVGHO WM)TRYROANNUNCKMOED. 60.6ai 0020,02+7 3 I+Cb1.C2+13 1449Ni•02.1 3 1+3247+320 3 14C2at+G3+t.3 i4C2+1.02+1 1 £,7h0`11r lAMf•(3II(r A•640 3Mff`1. H) � F.7N8'lAMU-(3718'f48,a0D,3118'02) 04.000 1•C2.1+120.1 3 1+QN+G2+1 3 i+C3M+0341 3 i4C2+14C2+1 8 t4C2+19C2N 3 1+0+1462+1 3 G.lYiWLAMJIG•313'OR 3M"A(MMY 5f18•ORW SJ'ACE.8119•LAM1•(41d•A,090,IVA) 80.000 1.020+0241 3 1.C20+1241 31+(2+/4!241 3 1+02+/+42241 3 i+C2M+G241 3 i+C20402M 3 H.1 IWIW LAW IG-IV OR 3/78"A(Mft. Sl1E'OR 3W SPACE,MO'LNAI-(1:8'AU00,118'HS) SMO 1f423+1+C24I.3 1.6204001 3 t4C2a14Ca+13 t+C1n1+CU1 810.02+1+CaY,314Cb+1.-cm 3 1. 311VLAM]IG"if0"ORW%A(MIN.7.SMU'CR 3T SPACE.Lv18'LQA-(!i8'MS.M 1J8`HS) 5312E:35.375 UC2+U0241 71+CSM4O2+i 21+020.140241 21+C2+1+04+1 214440+020 41+024140241 2 J. 311s'LAM!IG-1{g'CR SMT (MIM,311$'OR 178'SPACE.7/18'IAMJ•(3if8'A.°96,..118•Aj K 11118•LAYJ;G-I/9'CR 37i6'A(Mt774.},�a11S"OR�17d•SPA['£.3118'IAMi•(3)18'A,.G1J,311602) 70.0110 1402+1+120 8 14C2+14=4f 81432+1442241 8 1+C211+4241 91,42444CZ+1131+320+02+1 3 L.13115'LAM11G-115'OR 371$'7{MW.},911GOR�tl4'SPACE,711GLMi•{a118'HS„D30,3718'HS) 50,SMJ' 14C24l4(2417,3 1+02+1+!241;8 1+C2M+C2M 3 I+C20+C2M 3 1+C241+02.7;3 140341+!1394 3 S.WINDOW ANCHOR WANRT3ES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 04.000 i4C2.44C2+113t4CM+C241J24!`2414024131402,/.C2'i-3 4C2"+G+11 l+C2+1+'-'+'31 DUENSKXiS.FORWINDOWSM NOT SHOWN,GOTONEXi LAAGERWINDCWINTASLE 83000 1.0^,+7402,1 a 14(2r14C2+18 f+C2.I+C2+1;3 UCNi+C20 3 14Q+l+0291)3 14C3+i4C3+1 3 03000 I.C'4+IC2.1a 14C2+1+C2M'3 14C2+1.G2+i 3 1+C241+C2+1 3 U020,IC 113 400+C3013 HEAD a SILL:10 172'MAIL ON FACH SIDE OF McETING RAIL CENTER!INE 0118.27E t+LNv.C20�2 1.C2414t2M 2 1+CN14C2+1 214CN14C20 2 frcm4C2+1i2 1+CU14G20 2 2b 3f4'MYJC.FROM CORKERS 80.0 JAMOS:8'MAX.FROM CORt4ERS Ata)22 7fZ'MAX,D.C. 40.000 i4CNl+C2Mi3 I HC2+14CN1 1 3140241+02+/3/4G241+C2+1 S taG2+UO2+1 31+t1?+i+G2+l 3 TABLE KEY: MOB t+C2?UC2+1 3 0Q241+12+1 3 f+OZ+i+C2N 3 114C 3 i4C241+M0 3 14C241+G241 3 X O Yy 54.0°0 1+02+1.420 3 f+0241,C4r1(3 ItM4j4C01 3 14C2+14@0 1 14C204C2+i 3 14C3+1.C2o1 J 1403+10.00.+! 3 -•-ANCHOR QUANTITY PER JASM 8DAM 1.C2+1+!241 3 1+6241+003 3 1402.1402+1 3 1.02410241 3 1+C2+14C241 3 f+Ca.7+C3M 3 �. 81.000 1.02+!+02,419 t+Q0.t2+!81402+2+02+1 8 1400.,/403+1 3 UC20.CN/I3 L.CM4C3,/3 HE AD AND SQL ANCHOR D7.IANTMES 0&001130.378 NC24UC241 2 1+C2M+f:2+42 14024/4C2+1 2 1+C2+.1+(20 2 14C3M4C24t'2 1+!241402+113 ON A18HM STING RAIL ON EACH T EACH ANL PLUS(1) 40.020 14020402+1 a 1.12,1+02+1 8 14420.020 3 1.02.14001 a t+C20+0NY 3 1+L2+140241 3 ANCHOR AT EACH OPEfiA.aLE VENT CO.= 14M41+C24 3 1+C2414020 3 1+(204C2.4 3 14M14t.`2+1 3 14C249C2r1 2 1*03+14t241,3 PLUS(1)AMCHORSATFIXEDSECTIWJ. 50.000 1+0241+02+1 3 1+40241412+1 314C2+140N1 3 1+G2+1+C20(3 14G24,4C2+13 1+W+14C3+i 3 (0)ANCHORS TOTAL AT MCAD AND&LL. 60.000 i4C2+1!C20 3 (+C2+1+C241 0 L4C2+1+W+l 311+01+14010 0.i4G2+14CmM 3 1+p+U4U1 3 (3'MT.N.O.C.ANCHOR SPACING! 03.000 14 2.1.C2M 3+rC241+C3.1 3 f+M.14CM 3 9403,1+0341 3 L4C2,14C24113 1+C3+14C3+t 1 74.001!A376 1.CN1+CNt 2 14C2+14C2+i x i+C204=0 2 14G2a1,C2+1 2 ttG2..iiiE2 laC2+14C2M 2 6314"MAX. 40.000 l+CN1.C20 S 14C2+14C2M 1 14gat+C20 8 UC24UO2+1.3 1162.10.64+s'3 i+C341+C3ri 3 f 1 -.•{}+-3'MLU. 50.823 +4C20443411 a 14C20+C2+1 3 14C2414C20 3 14C2+14020 3.14G2+f4C2+!a 1403+!.03+4 3 �••.._�-�t-iD-4�4-X 84,000 1462+3.0241 3 i4CN1+C20 3 1+C2+4+42+1 3 1402+1+63+1!11 Y+C29i+C2M 3 14430+420.,1 a OILM 1+02.i+C2M 3 002+1+0241 3/4g0+C8+t 3 f4C14t+03+1-3 14C2414t241 3 1+03414C3+112 r"�.,, .�..lL ....... � tT It'�um 63.tm 1402.1•C24t.8 44C20+041I2 f+02414C3+1 3 1+C34UC341;3 14C2+i4CZ41 a 14C1+/+C9+1 3 'u„ml.3 cwJ 84.=x0 M I+CN1.C241 3 i4C204C2r1e2 UC20+CN1 2 14C2+14C2r1t a.4+C24t+C2+1x 14030402+1 a MM RAC.•T!'LU AavprmuNr,$ 19.000 141241+02+1 a 1,!2,1+001 3 i+C24140?Ti 3 1+CZi 1+024112 1+422+1+q+Y;3 1rq,i+M.O 3 EXAMPLE CLUSTER Wl QTY.OF(3)D+MCHORS L .eu 41nm j3b� 50.825 1.320,0241,3 U M04Q241 3 UC2+1402+1 3 1.CN 4ciii3 1.f2M+g+1 3 t+CSr1+C3r1 3 (SHOWN IN TABLE KEY ASOVE) ny _ Min' }Ya}rt3 > 84.000 1.02.1.120;3 14!20.4241$1+04403.1 3 1,C30463r1 a 3.6201020 a 14g41r030 a Co. i.C2 i+.i(a 1+/341+C241 31141:$41+03+13 1+CS+f+g4114.1+g4l.g+t 3 1+gr14C3+1 3 2.3114,MAX. 03 0 81.003+1+03+1 3 1+041+0'c41 3 1.03+1+03+t 3/40341+C441 411403M+q4St3 t+t?14i+C4:i 4 80,437435.378 1.63.1+03+1 21U124Uq+1 2 1+42.14D24f 2 1+422,141241 2 1+42+140244 2 140NUCZ+1 2 48.809 1.G304g0;340241 3 14420017 +024 +0241 3 tt02r02+t,a 1. .11 a i+gri4LJ.i a O'REF, { X O f X .�S,t,•'.•cE!Y ••AF��i i 50.025 1.020402,4,0.1.1x+1+1247 3 1+1.404001 3 i+C24t4CN1j3 1+02e1+C241 3 1+(20 ,f � 1�,...-_- `M.,,.•• �t , 34,000 1+024»0241;a,UC241rC2+1 a 1.6T+14G3o1 a UCa4UO3o1 3 1402+1402+1 a Ut:34t+0341 3 mom I+C20+Carta 14Cl0+C241731+C3r9903+1 a Uf 3aUg0)4 1+004144301 3 1444+1+0441 H MTG.RAIL,TYP. 63000 LCDs12.03 14C2+f402+1(8 008.1,0341 3 1.C3+l4g0 A 14q+l+C3 M'a 1.04+14CA+i 4 EXAMPLE CLUSTER Wi OTY.OF(4)ANCHORS ••1':� °" L.M. 6744,16 F rm4H,+n4anpsa37ga7 ,aroifaomLo0,5an2 ANCHORAt�E5?AClNOXOX 113-}4443 J,L 10140.,4 F 4 MD GfLIdSE 17B86MES7' ..YfNI.P,PL4Qf4 TM' '`•7`21()3`;1- `, Jp. 2.2341 a AWMIG4w7a1 r67DYySfn oa-T420TE varrillsa ALUM.HORJZONTALROUERYd1NDO'OY,IMPACT rau:lset.nf3n 1/BYby prep.,. """"` - "'"•" lLYw4 A�_Lf0.PF. P,K g. J.L y � iv1a id7-S 9 •Y7 4177•10 F vsereaba ANCH OR TC ES XO=MOWS NOTES: i GLASS TYPES AL8,13 H GLASS IYPE$CAE,+i,dK l i.ANDHDR rrPEs IIiII AN031pR�ypg 2.3.WOOD 2,CONC i,CONC -2,5,WOOLS 2,CCNC !.CLN:C 1•tta•ELCO TAPCONs 2•ua•ELCD ssa CStEYE-FLEx 3.4f2S7E£L scREYr6(GS} i $SU83TRA1E -�$ NE9 10]2 E3y ZONt���aa ZONESttaa i ZONES 2.G"SSTYPES,' WINDOW 622'£ Ism 'b A Si7L*A!•(ilirA„020,1.76'A) FOR iNSTALLAitCN l4 THE 3'tVH2ABDVE 30 S(t! Z+S �t LS tt11�7 GS .e 8.&'78•IAR;:-(1t8•A.Odt3.LH8) FT,GLASS TYPES G-L StMLHAVEA t Y 0 4 -6 4 .y S 4 -.� 4 C.ui7 LAMt.(VS"HS,.L'8DJ,118'HS) TE+APERED L0;GLASS W.BOTH THE OF AM + 37.WOx 38.375 S+C2+t 2 1.102+1 2 1442+1 2 !+ «! 2 1442+1 2 1+102+1 2 D.7n6'LAW-(311s•A,m3118•A) ANCHOROntARtiTY-RENIA)NUNCNAUGEO. .,.517 LA)A!-(346`A,Oga,348"f3) ( 46,0001+0241 3 t+C2+1 3 1442+1 3 1+C2+1 3 `it02•1 3 1+C2+1 3 F.WIVIAW-(."WHS.,OM3nir j S 1+ ' 39.625 1+C2+1 3 l+C2+1 3X5+42+1 3.1+02+1 3 1+C2+1 02+1 3 6.13116•UM3iG-iWOF(247AI[ON.16117ORW SPACE,:e18•LAW-(L'1`A,4W,1)8'A) i �. H.1347 LAtA'IG•110"6R3/f6•A(MRa:),Sn6.OR 3NS'sPA ASAO-LW4-(IVA,A99178'I I 54.000 1+02+1 3 1+62+1 3 1+02+1)3 1+4241 3 I+C2+1; 3 1+02+1 3 1,y31f6.LANs t6-1z3•GR 3x17 Att1'3N.}, 19' i.+d+t^sP€ :,5r131:At,I-(t1b HS,9901t3'HS) 69.000 t+C2+1 3 1+42+1 3 1+-341! 3 1+02+1 3 1+C24iE 3'1+C3+1 3 J•1246'LAN41G-US'OR 316•A(M9a.1,947 OR 11141 SPAM 7ATLAM-(WS`A,..OBD,3110"A) K.12717 LA+410.118"OR 246'A(MIN4,3718"GRIM'SPACE,7114V LAM-(346'A.1ffitf;3n8"IS) 63.008 1+420 3 I+C2i1 3 1+03+11 3 t+QM 3 1+02+1r 3 i+p+i 3 1.IWO'LAitt 113-IW OR 3ri8'A(MIN-).MW OR AW SPACE,7N6•t1NJ•(21WHS..=,WWHS) 4&000x 3&375 1-02+1 2.1+02+1 2'-1402+7) 2 1+42+1 2 1+102+1-2 l+c2+11 2 3.WSHDOWANCIMROUANTIMS ARE PER ADIACENT TABLE AND EASED ON THE FOLLOMNC+ i UAW 1+102+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1«W+l 3 1+C241 3 Dmiviatom.FOR'MNDOW SIMS NOT Sf4CTt7d,0O TO NEXT LARGER WINDOW;7a TABLE. 30.625 t+522+i 3 1+02«1_L 1+C3+7+1 3 1+L'2+1 3 l+C2+13 1+C30 3 54,000 1+42+1 3 1+02+1 3 1+M+1 3 1+42+1 3 i+C2+! '3 l+C3+1 3 HEAD L 61Li_1d 3M M."VAX ON EACH SIDE OF CORNERB,WEM13 PAIL CENTERU NS. 80.000 1+03+1 3 t+C2+1 9 1+p+1 3 1+C3+1 3 1402+1 3 1+C3+1 3 JAMas: 7 UAX,FROM CORNERS AND 2217Y MAx.40. 63,000 1+03+1 3 !*{241 3 i+C3+1} All443+1 3 14102+1, 3 1+03+1 3 VILE KEY. O x 63.125 x 36,378 1402+1 2 !+CM 2 1+C2+1' 2 1+42+1' 2 7+02+1 i 2 1+42+1 2 _3_. L... 2+tx!2�-'--AWKOR WMnTY PER JAMS 43000 14C2+Y 3 1+02+^1 3 1x63+i� 3 1542«5) 3 1+42+7 3 1.4341 3 � 50.b25 1+L:2+'I 9 t+102+7 3 14Cd+1) 3 1+42+1 3 �1+C2+! 3 1+03+1 3 HEAD AND SILL itW340R O11ANTIMS !AAW 1+03+! 3 1+02+1 3 1+43+1; 3 i+09+1 3 1+C2.1 3 1+C3+1 3 CENTE TER NTHENEETIN ( CEdt7ERED flN?HE MEETING RA't. MC00 1+03+1 4 1+02+9 3 14C3•1i 3 1+43+i 4 1+1;2+1 3 1+103+1 3 PLUS(2)ANCHORSATOPERABtE 83000 1403.1 4 14�C3+1 3 1aCA+it 3 t+W+il A 7+05+1 3 7+Ca+! 3 VENTAND RnO SECTION.(7) 80.000x 38.375 1+02+1 3 1+02+1 2 2+C2✓2 2 1-02+7 3 1+CZ+1 2 2+02+2 2 TOTAL AT H6AO A<w18x.4 48.000 1+C2.1-3 1+02+! 3 2+03+2 3 l4C2+13 14 31 2403+2 3 trON.O.C.ANCHOR SPACING) 50.825 1+CS+! 3 .1+02+1 3 2+C9+2i 3 1ai-+! 3'1+C2+i 3 240:3+2 3 54.009 1+03+1 4� 1+C2+! 3 2+03+2 3 i-W-1 4 1+0241! 3 2+C3+2 3 }-!6 ata•MAx, 80,000 1+43+! 4 1+CS+! 3 2+44+2, 4. 1+43+1 4 1+03.1: 3 2+CA+2 4 +----+-..-+}t--.-«-� 63000 1+.03+1 4 1+C5+1 3 2«C4+2) 4 1+05+1 4 i+W+1 3 2+0L+2 4 9'REF' x j O 66.000x X3755 2+02+2 3 l+02+! 2 2+02+2 3 24102+2 3 1+02+1 2 2+02+2 3 4&000 2+42+2 4' 1+C2+1 3 2+03+2 3 2+12+2 4 1+02.1 3 2+03+2 3. nfTG.RAu )ay,O 1q_�q� ' 40011 ' 50.625 2+C3+2 4 1442+1 9 z+�3+21 3 Z+C3+2 4 1+c2+11 3 2.43+2' 3 EXA!,,PLE CLUSTER Wl QTY.OF(3)AsaCtloRS 54.000 2+103+2 4 1+C2+i 3 240+2 4 2+03+2 4 1+C2+13 3 24C3+2 4 (SHOWN IN TABLE KEY ABOVE) '3{' MO00 2+C3+2 4 1+C3+1 3 2+C4+27 4 2+C3+2 4 1+03+1 3. 24LA«2' 4 63.000 1443+1 4 1+43+9 3 2444+2 4 2+C3.'2 4 1+49+1( 3 24C4+2 4 74.000x 3&375 2+42«2 3 2+42+2 2 2}42421 3 2+02+2 3 3+0242 2 2+M-21 3 }.._,y-�N, •+„t„ f 4&000 2+03+2 4 2+02+2 3 2+x+2# 4 2+43+2 A 2+C2+;2 3 241J+2 4irREF. *"...a-..s pr--a""-r-f \��`' L'rt'N Az, MOO 2+03+2 4' 243M 3 240342-4 2+43+2 4 2+02+2; 3 2+03+2 -0 x�I._...:n �' i�YS1�:'�SgC+,2_='•..`�°,.�', 54,000 2+03+2 4 2X3+2 3 2+CA+2{ 41240+2,1 4 2+03+2 3 2404+2 4 . .......... MTB.RAIL 80.000 2+05+2 4 14O3o-7 3"2+GA42i 4 2+43+2 5 2'+03+?3 2+fA+2 4 - 83.000 2+Mil�0� 1+103«1 3 2+CA+2i 4 2+CA42 5 2x09+2! 4 '2+CA+2 5 EXAMPLE CLUSTER WJQTY.OF#3)ANCHORS 'rzr W. E/1+R5 F tPOtfN+lO877R85NfE7 5.n'w. r_- - "�Q inE "r .;.!L: w me vm ar Rove AAIQfiORt1QESPt1C71JG OXRNLI XG7ININDOWS i�:•:mv;ig�::s x5 iMlTTf! + NaCYAN0H iM4L7fi8ET HV ar.N.Hara x j as e�.5n+ a muATaasrsarmracel: .saxrAaTE ruagx,ara A(,UM HOWZO1JTAL RflLtiii2.W1AiL)UYY IMP5ACT )nAf { z,+la+n. n�v kdkLErl na. ___.� (1 FA l, s Ja. a*asL+➢ , .rwTfa Jti7SS !0 +i4 4127-YD F rvxxasjas I aw MR a 0 Typ NOTES: 3A 21 WOOD 1.FOR CONCRETE.APPLICATIONS IN MUWI-MS COUNTY,USE ONLY fAIA14-VADE COUNTY APPRW�0 IWELCO MIN.FmE- "I= fill IIJN K8i MIN. ANCK62T0CVrAWrEEDGCI51W4', NOTE I 1XV400C, 2.FORMODAPPLIOATIONSIN~- ,foAOE COUNTY,USE 02 OTPEL SCREW3 JGS)OR 1/E"&$4 CAEn-FLEX WITH BUCK, 0121RIMFIT READ, NOTZ 3 3.V40M SUCKS OVNICTED IN THE-SECDONS ON THIS PAGEAS lXAIL-PUMINHOSE TOTAL m Le f 114. ATHAN I W,ik WOOD SUM ASS OFtfONALAP UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX• CMU,WOW SUCKS DEPiCIM AS 2X ARE I m-TH"OR QWER,MTALLATION TO YHC 6UMRATE OF SHIM MkX SHIM yam SIX"TO BE ENGINEMW BY OTHERS OR AS APPROVED BY AUTPZF4TY HAVI Nn JURIS0=10N. CONCRETE WOOD ANCHOR. mamm A.FORATTACHh-WT TOALLOWNUM:THE MATERIAL SHALL BE A MINIMUM STRIIACM W 600346 ANDA MINZWN1. N07E y DETAIL A NOI`E2 DETAILS 0-118ITHim-,,M ALUMINUM STRUCTURAL MEMBER OW1 BE Or ASUE TO PROVIDE FULL SUPPORTTO THE WIN"FRAIPS SIMILAR TOTHAT SHMiN IN THESE DETAILS FOR 2XW000 BUCn7FLAN04MSKALLSEA TYPICAL FLANGE FRAME KEAD SECTIONS *12 SHEET METAL SCREWY41TH FULL SWAGEMENT INTO THt ALUMINJI4 VT)429ECRITMAARHMEtTIm PtESPECTWE OFS"PRESSURES AND AWAiORAM SPACANO FOR ANCtIOR TYPE 2 MAYBE VWO. I 114•VAX S.MA7--RIALS,INCLUDING OUT NOT LIMITFO TO OT=-L8CF*W8,THAT COME INTO CCN`rACT WITH WHCR SRJM i aw 1W MAX.,sHim 1 MIN DISSIMILAR MATERIALS SHALL MCEr THE M.WREVEMM CV,FLORIDA SUWNG CODE. MIN, OR WXCU W,m CONCRETE --T ANCHOR. < _q�M--RKM. INT �OSRICAC WrE 2 NOTE 1 114, SH) K. 8ILL OPTAI 'O. l"Mim,com 2XMOD BUCK,NWE 9-I lxWO000LVKNOTF3 —Tss=HNIIJI,* IWIEWOR EDGE DETAIL F (JAMS DETAILS E.F&1) T TYPICAL FLANGE FRAME JAMS SECTIONS -D w MIN WOOD DETAIL H I ANCHOR. \HEAD) NOTE I A NOTE 2 I NA!I 13101A.WN,x 2112•NAIL ATCORNERS Alo5^OLCI TYPICAL OSTAIL3 0,K 5 L i 11014W. sm" 114' WAK IJ SHIM MN.EDGE Axe iQD{YJ"� see NXILIll z tl i WON.TE 2-Irrmw. TYP LYNN MIN.3A Kil E.D. SEE"Llgo ,III.J v It ii�m CONCRETE 2,x INOW 2---1- " Pl=�1611 C BUCK, DETAIL D 211ir WIN.EMBED- NOTE 3 DETAIL G.(SILL) DETAIL I(JAMB) — TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN Fll.�SECTICNS ANCHORACED157'AlLS x —wy;ft r w ALUM HOROmm RoueR vwNDow impAcT jqB9 11 -_IT L maw 41 Florida Building Code Online Page 1 of 3 M.e# SCIS Herne 1.09 in User Registration Hat Topica Submit St rcharge Rats&facts ; Publitatsa is PSC Starr i acts site Map 4 Links ? smrth Bt�Sl�l�'S �� 3 `C9 Product Approval '. 1 rc� essi ! 71 .USER:Public User Regulation t� iWkiD i.r a Application Detail FL FL239-R22 Application Type Revision Code Version 2014 Application Status Approved *Approved by D8PR.Approva€sby DBPR shall be reviewed and ratified by the POC and/or the Contmistion if necessary. Comments Archived ;.:.. Product Manufacturer PGT Industries AddressJPhone/Ema€€ 1070 Technology Drive North Venice,FL 34.275 (941)486-0100 Ext22318 druark§pgtindustries.com Authorized Signature lens Rosowskl jrosowski@pgt€ndustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0140 Ext 21140 jrosowskl@pgtind ustries.com Quality Assurance Representative Address/Phone/Emal€ Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade 8CCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) r�rS + a1 �r TAS 201,202,203 1 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/.14/2015 Date Validated 09/18/2015 Date Pending FBC Approval httt)s:llfloridabuildin¢.orWpr/-or app dtl.aspx?parani= GEVXQwtDgttSlBu8CAEniBE7... 1113x'2015 Florida Building Code Online Page 2 of 3 Date Approved 09/18/2015 Summa ry of Products FL# =Model,Number or Name Descriptiontion 239.1 SH-200(Non-impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate *Yes "2 -df Approved for use in HVHZ. F Approved for use outside HVHZ.Yes Quality Assurance Contraa Expiration Date Impact Resistant.No 09/0112016 Design Pressure.N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance 1 11 15-0 &Z2_0,1 (NOA)for product performance information,anchorage Verified By:Miaml-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports: Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuar d Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ,Yes aFI.2aLAZL_C_CAC -M Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure,N/A Installation Instructions Other:Please see Mlaml-Dade County Notice of Acceptance (NOA)for product performance Information,anchorage Verified By: Rami-Qade BCCO'*CER details,and anchor type,size,and spacing information. Created by independent Third Party: Evaluation Reports; I Created by Independent Third Party. 239,3 00{Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 0,02,0-f Approved for use outside HVHZ:Yes Quality Assur6ncetontract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure!N/A Installation Instructions Other.Please see Miami-Dade County Notice or Acceptance FL R22—TI-15-Q 1 5 7, cLf 19�- (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party; Evaluation Reports I Created by Independent Third Party: �SH-700(Large Missile Impact} Aluminum Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ,,Yes �l.2V &22—C-CAL_15-A5129M—PsK Co Approved for use outside HVHZ:Yes Quality Assurance;: ntract Expiration Date Impact Resistiiint.Yes 03/26/2021 Design Pressure.N/A Installation instructions Other,Please see Miami-Dade County Notice of Acceptance FL2,39 Rp� 11 IS&I 5,U,08&)Sff, (NOA)for product performance information,anchorage Verified Sr.Miami-Dade 8CC0-CER details,and anchor type,size,and spacing information. Created by Indepen,dent third Party: Evaluation Reports I Created by independent Third Party, 239.5 SH-$00(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ!Yes Quality Assurancv=Contract Expiration Date Impact Resistant.-Yes 05/0312017 Design Pressure.N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance ��_dll (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CEP details,and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 239.6 SH-800(Small Missile impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL2�J_R22 _LLQ§Qj C (�8 — .9 -,-- L _3$—±f Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date Impact Resistant-Yes 05/03/2017 Design Pressure-N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance L2aq.('22 11 1 .A.ixri (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information, Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window htti)s://.floridabtlildinv,.OrWi)r/-Pr app dtl,aSPX?Param=WGEVXQwtDquSlBu8CAEniBE7... 11/3,12015 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0512.11 LM-11 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Orate impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other,Please see Miami-Dade County Notice of Acceptance LLL2_3 f222.II 11 ff (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports-. Created by Independent Third Party: 239.8 SH-3000(Smai1 Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes i:L?.M_&2-_ CC_E-0_W, 0 S1i.etif Approved for use outside HVHZ:Yes Quality Assurance.Contract Expiration nate Impact Resistant:Yes 12/06/2017 Design Pressures N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance Pi_2'ia.q_B7�;,��II zS 0E 12_zQ�xa�, pri[ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Incependent Third Party: Evaluation Report Created by Independent Third Party: 239,9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes P5-0 91_0 4s-df Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant.No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dads County Notice of Acceptance FL239 R2?ij, }5-0519.06b.n if (NOA)for product performance information,anchorage Verified By; Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification.Agency Certificate Approved for use in HVHZ:Yes F 23 -.R22 C CAC IS�051 0 df Approved for use outside HVHZ:Yes Quality Assurance`Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance F7...239 R22 II 1a OS19`0i (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Indepen.dent Third Party: Evaluation Reports Created by Independent Third Party: aacic t6L":<t Contact tis;:d 940 rd^.-nth Monroe Street.Ta##ahaSsee Ft.32399 Ph4n ;�BS�SD•497i824 The State of Florida is an WEEO employer,Lonytoht 2007-2013 State or riodda ::Privacy s a temeni::Accessibility stAtemam::agr ' e` under Florida law,email addresses are public records.it you do not want your e-mail address released inresponse to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.It you have any questions,please contact$50.467.1395.�Pursu'ant 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 oricial 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 hgro. Product Approval Accepts: �(:C11T1. bAt'F'rtlt.S' . f httns://floridabuildinf-),.orp-/nrinr arip dtl.aspx`?param=wGEVXQWtDquSlBu8CAE.mBE7... 11/3/2015 RAMI* MIA I-BADE COUNTY o PRODUCT CONTROL SECTION DEPAIt`d`i11E1 4`OF REGULATORY ANI?ECONOMIC RESOURCES(RER) 11805 SW 26 Strcce Room 208 BOARD AND CODE ADMINISTRA WDIVISION T(7867 315.2590 F(786)315-2599 NOTICE OF Al..."1...EJC°'ITtYl` ) (�} vvvrvr.nilansidac3e:�nvtecn»nrnY PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: 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 ether 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 A14J(in areas other than Miatni—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 beendesigned ned to comply with the Florida Building Code,including the High Velocity Hurricane Zone.. DESCIIi~l 170N:Series"811-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUME,NT: Drawing No.4040-20,titled"Alum.Single Hung Window,lmpaoe',sheets t through 11 of 11, dated 09101105, with.revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE 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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RE,NEWAL of this NOA shall be considerer)after a renewal application has beenn 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 terminations and removal of NOA. ADVERTISE VT MT: The NOA number preceded by the words Miarni-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 shalt be available for,inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page t and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peru,P.E. NOA No.15-0519-08 tANll,I7d�D1C?13N rY ' IFExpirativst Date: iY''arcis 26,2021 .,021. Approval Date: July 09 201.5 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No. OS-1018.01 and 07-0322.06) 2.. Drawing No 4040-20,titled"Alum. Single flung Window,Impact",sheets I through 11 of 11,dated 09101105,with revision B dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on, 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4957,dated 10/03/06, signed and sealed by Edmundo.Largaespada, P.E. (Submitted under previous NOA No.07-0322.#6) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single,hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063,dated 10103106 and 11/21/06,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 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 an aluminum single hung window,with fin frame.,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL4645,dated 08/11/05,signed and sealed by.Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test-reports on: 1)Large Wlissile Impact Test per FBC,.TAS 201-94 2)Cyclic Wind Pressure Loadingper FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL-4723,dated 10105105 and 08/11105,both signed and sealed by Bdmundo,Largaespada,P.E. (Submitted under NOA Ala. 05-1018.01) W L r hael , r P.E. iv 1P Product Contr Ex iter 0 - I NOA:No. -05 9.08 Expiration Date: March U,2021 Approval Bate: July 092015 i i` I PGT Industries NO'T'ICE Or ACCEPTANCE: EVIDENCE SUBBRUED � B. 'PESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202.94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TATS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.F*TL-4947 and FT.L-4650,dated 08111105,both signed and sealed by Edmundo Largaespada,P.E. (Submitted tinder NOA No.05-1018.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large fissile Impact Test per FBC,TAS 201-94 3)Cyclic Mind Pressure Loading;per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.IFTL-4948 and FTL-4646,dated 08110/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-11118.01) C. CALCULATIONS 1.. Anchor verification calculations and structural analysis,complying with FBC-54 Edition(201:4),dated 05112115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE .1. Miami-Bade Department of Regulatory and Economic Resources(RER). E. IMATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-042317 issued to Eastman Chemical Company(MA) for their"Sallex Clear and Color Class Interlayers"dated 05119/1.4,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued.to Kuraray America,Inc.for their "Kuraray Butacit r+ P VB Class Interlayee'.dated 04/25115,expiring on 12/11116. _.....�_ Maamue), ere P.E. Product Contjof.Exa finer NOA N . 5- 19 48 Expiration.Date: Mareb 26,2021 Approval bate: July 09 2015 -2 PGT Industries NOME OF A,CC3 PTANCE: EVIDENCE SUBMTTE D F. STATEMENTS 1. Statement letter of conformance, complying with FISC;-511 Edition (2014), dated May 15,2015,issued by manufacturer,signed and scaled by A.Lynn Miller,-P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued bymanufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063'issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. #7-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL4723.FTL-4947, YfL-4650,FTL-4948 and VFL-4646,,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under.NOA No. 05-1018.01) G. OTHERS L Notice of Acceptance No. 11-1013.14,issued to POT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.1,approved on 11/03/11 and expiring on 03/26/16. h�anueI yiftA P.E. Product Contr I Exa finer 0 N A'N ft. , 519.08 Expiration Date. March 26,2021 pproval Date: July 09 2015 B-3 GENERAL NdTE$:1MPACT$jNf.7LE HUNS,FLANGFQ ANQ jNTEGRAL FIH WINDOW$ �'�_� ii t.G1147M OffMONB:{SEE DETAILS ORS4EET2) tf I 4.5716'gCUNS1j;fN V A'%)L%SOF 113'Anka£AL£DGtASSVATHA.OWKURARAYSUTACITE tW(SYKURARAYAM RIQNIW-) OA,A�"BAfLEX PVB IILTERtAYfR(BY EASTMAN CI4£AtVL COMPANY) 8.6tiD'LAMi CONSISTMOF(t}UTEOF J*-A ''EALEDGLASS MND(1)LITE OF 718`H£AT37REh'GTHFNEOGLASSW4HA .DPTKU.RARAY BUTACRETPVD(6Y WRAPAYA&MVCA,INC,)OR ZW&4FLEX IIVB INTERLAYER(SYEASMAM CHEMICAL COMPANY) C.6h6'LAA(ICOl3t571NG 44��(3)L77E50F 110'NEATSTRENCTI(ENEDGJwS WTTHA i y ' 436'KURARAYBUTAGREi�VO(SY KURARAYAMEWJCA,¢.C*.)OR.0-Wvv-F WTERLAY£R(DYEk%TWNCf£MICALCO}WANY) ! 0,7/1S`tAMt CC:R3�TMG OF(2}UTES dF 3110`ANNEALEO GLASS WITH A.090"KURARAY K9ACrTE M(BY Ks.70ARAYAMEWA INC.) OR,D00'SAFtE71 PVB fNTERLAYER(8Y EASTT3A)ftHEMiCAt COMPANY) C 7H6.3A+J{OOtvSg7iNG OF(1)LITE OF B?7S•AI2#EALW GLASS AM(1)LITE OF 3/M1S'HEAT STRENGTHENED GLASS WITH A .P70'KURARAY SUTA(1tE°WA{SY RURARAYA47ER1CA,LNC.)0R49A^$AFLEX'91tB l.11iYER(DYEASTM.A=MiCt.LCOMPMNy NdA DRAWING W" F.7116.1.Ahif CdRS18 i7N40°(2)t.tTES 01,3(18'HEATSTRENGTHENSOOLAS5WiTHA.030"KUR4RPY 81lTAdTE AVB(BY KUNURAYARE£RICA mll SHEET OR.090'SAFLESC°PV81WfERS.AYER(8Y EA8T1d.AMt' tlfCS ACETPANY} GENERA.NOTES_..._._,S G,137t0'LAMA lG:f1jLTTE Offtd'7EA5PERP.t7GW35,AN AIRSPACE AND 6110"LAW CON8t31TNG (2)UTES OF i1S*ANNEALED PANYYATHA GLAZING DETA+LS_.......,.2 .C96'KURARAY DUYACffE°PVB;DY KLHfiARAY AMERICA,LtiG)OR.000"SAFL£X�11D INTERLAYER(DY EA$TMAti CHEMICAL COMPANY) N.13R8'LAMIIG;(1)LTIE OF ITS' M E „GLASS:ANAIR SPACE AND lgi�S`ALAM)CONSI$TANG OF(tj LITE dr f18"A}A:EAL£OGLASSANO(t)Ur6 MtGNPRESSURES_..„.3 ( OF tt6'HEA757A SttEB GLASS VIf(M1iA.DOD'KURARAY 6UTAC(TE�"Va(SY KL(RARAYAM.ERICA.INC.} ELEVATSONS........_..„,_...4 I A90`SAFLEX fNT£RLRYEYl(BYEAST0.WLGt1Ef fICALCD4�SANY) VERT.SECTION& .......,5 L 13rtS'LAftd KS.'{M1)UTEpF 178` GLA98,Apl AiR$PACE AtdD 5tt6'LA6tt CAtd$)$TRIO OF(2)LITE$O,' `HEAT STRENGTHENED GLASS KOA(2.SECTiDNB......_..6 W17N A.t790'iQ1TtARAY BUTACTTE (SYKL)RtaeAYAfzERtcA,tNcYS DR.000`SAFCEX 7V81HTSRUtYER(H1'EA3TMAN GDIEMiOAI CA`tJwANi) PARTS t 13rt0`LA?1,i 1G,(t}LITE OF —M��D CLAS&ANAiR SPACEAh471f6”LM#CON373i5NG OF(2)LTTE5 C+F 3tt0'ANNEALED GLASS WtTHA .D00"tCLiRARAY B3ITACRE?Y3(BY:KUR?t�tAkAMER1CR,@IC.}DR,09LP SAFLEJ(>Y81Nr£RL4YER{SV EA;i7f.+AN CIEScICAI,CD0. CORNER O APiY) ETAY,._ 7 ....._,. 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I rRDOtit'T7fnVLy$•a &SHUTTERS ARE NOT R£OUIREO. nu.+07?+4ab1ttnSlo,'da llp�ti+ffiCo4, 6,FRAME lU7D PANEL(pRh:RS SEALED YYtTH NARRON.,gtMBEALANT OAGASKET. avl0 Old. `)8.0 T. REFERENCE$:TEST REPORTS FT44648,FTLA84$,FTL-4647,FT448a'$,Fi'..-d844,Fr4EC50.PTL-4651.FTL-07RJ.FT W95'r,FtL•1583 AND FTL•548Y. 04 ANSltZZAITI FriW�JO CONSTRUCri rszy ue ALUMINUM DESIGN MANUAL K SERiESNODEi DESIGNATION SH700.ALSO REFERRED TORS S4701. LS 9.TH'S PRODUCT HAS SEEN DESK,¢•.f5D S TESTED TO COMPLY WITH THE REOUIREMENTB OF THE FLORIDA BU101NO CODE,INCLOOW4 THE HIGH VELDC;TY KMRICAN';ZONE(HVHZ} '"GR It"LATED GLASS INSTALLATIONS 1N THE Kvl4ZAB0VE 30 FT,ONLY GLAZING OPTIONS WITH 1EMPEREDCAPS(G-L)ARE ALLOWED, LAL dR21/b F dR1FWT70NFX7N)FOCt9�dA7S # o.cvw M.i1•. _ a` ` ""�`�"�wn rec.:x0:oarlatW - WOW NOMS G^{�•... 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' 2 2 1 2 z 1 2 1 1 . 1 2 1 2 AELM 22122223.12232132281323222323213233923313314313343163134`d 1 'I 11- l11111 , 1l 'j PSF 79 1 C,O,E,F,G, 2 2 2 2 22 40.000 KWAL T22 IlIt 21i 21il Ili 121 i lf� if 3 116�3 2f3 214 2f3 i1i $14 213 iF4JiJ6 3 i 314 416 313±L4 A8,M 22 2 , 22 2 2 2 2 2- 2-12 2 2 2 2 2 2 2 2 2 4212212292'2211 ] 113 iij]jfji'13*213 E13 21i 214 j'4 ili'i'i 3l i 31 i 314 3 70 C,O.EF,'G, 2 2 44.000 KLJ,KL, 272 i12'ifi 21i jj *21i Ili 21i 3WiJ4 213 3 3 314 2 3 313 3423335 i 3 413 MkX PSF 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2 22 2 2 1 2 ii T AS,M 2 2121112 213 ili i, 12 213 III i13 fi 214![3I�3 213 if a 314 213 ill;31i 3 13 Eij 4L5 aid 4'S mtz'LIS PsF ya 1 7v C,D*E.F.0, 2 2 2 1 2 2 2 2 2 2 21, 2 2 2 2 —3 —2 2 2-2- I-.; J2 2 2 2 it 3 2 2 1212 2T2 213 1!i 2Lfj��i1i 3-4- 624 314 Ili 314 3 i 3 i 3 Sij�i 441fi,�Il(I 1,14 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 3 2 2 T22 212 i52 213 jil Ll 2' aI13 t�14 2'3 3 4 1 P$F 72 70 314 ji3°43153'3314353{34(4163455 1' 11 (Fu��P, 2 C,DEkF,.G, 2 2 2 2 2 -23 2 2 2 2 3 MASOVE 213 3 2 2 3 2 2 3 2 3 2 2 21 3"1 3 14 sl1i il��fi iii�!'�4'1�i14 416 Atli 31'41 61w1r 31,�25 il 31i G.M �t, L -Ti iii T22 ff-3 1211 ILI sMas HtaKL 2 50, 05 2 2 3 1 2 'wa BELOW ir 2 2 MM.RAL 2 2F 2 111 3 111 1i ftl4 2"AiIAI'i Ali i1i 3p],4351 rzcaetesoayw�ua -. ANCHORAGESPACM.1/1)NINDOWS ALUM.SINGLE HUNG V.1NDOW,IMPACr Sim Ft X ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANOW WINDOWS TABLE ff� AqCHOLR�GENOTESz 1,ANWORTYPES:1-114'EL007APOONS wR WHEKW 2-twowous4CRETE-FLEX 29m5 $7.156 44,105 52.166 69.15155 57A55 74,555- 75.m 3-029CAEM ct ANOHOR TYPE. en O z ANCH04q LUCATIOUS.ARE OMED ON r�ft 0 0 WITH =E READ:1817X`WX AM TOP CMNERS JAMES 1 17 Ir MAX FROM TOP OWiERS -MAX-FROM WTTOU W125 ji[if 12 A' 2 212 312.g2 312 Xg 21-2:02 16rVM.WWWMTaRAfCORNML 511 L-WHOM NOT AS001RE0 ,il� fli �lt ifilili ili K2 ili 41a iFil ja iri kfi ili�L 51i-0i ill iri ki-iLl IWAIL PER THEIT4ACENTTABLE4'40HOR PSF 78 C,D,t,F.4 I I 'i I I NOTE 2. *1 21312 N ri J-diwill[i' 24,wo KWKL TR oi 3 24 421i 2 i 2 2 i t2 31,2 i i- 1 2 ,,TAELa WAT*4 AND f.00HI 0fMEfSjCN ARE FOR A,D,M 2 3 2 21k iiJ2 12 31i'j!2 212 i1i. ARE'.LM� I I Ill i-h 21� I'll iriXUfli ill!iffi 2' 1�11111 12121' 1113, C�O,E.F,t: I 1 1 2 a . . I 1_,ils Cu 32,0W KkUJ.Kt I I,-IT1 �r�jflji�211i 2 2 i 212 i10 313 31i i[3 613121,i s-ft,i12 413 Ali ili 41s BOL PRESSURE WsTli THE OUANMITY vmtmumm*N I fil 3j 3 Ars'i 12 ilikliklli =Lx ps;-a 87 79 RopmrIVE"ItZE G0.6.f.G, I I 1 2 1 1 2 1 2 2 1 2 2 1 1 2 2 1 2 z 1 2 2 2 Am Mms Type is F 19 12 ji 2 i YIj 413 AWVLA41.E. vzo KWA-t 71i if'j 7 1 if J��12ili i1i 313 I - 2 1 1 1 2 2 A,EW,M I 1 2 1 2 2 1 2 1 T 2 I'l 2 I 1 2 i 2 2 i i 2k ill 2i 6 i 3'212 313 4il3iflAt f 414,3`214 3 PSF 54 70 02 W,E.F.4 2 2 2 2 2 2 2 j2 1 2 ? 2 2 2 2 A 2 2 2 x 2 2 2j!2 1 2; 40.WO T11 212 i Is 12 iii so iN 3 41i I's 413 31,33l3415 3 413 I I I I I. 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 , 2 2 2 1 2 �5 il'�ilik!3 414 V,-2F2 1U 3 i 3h jjj P SF a 70 66 70 W MAX PSF 2 2 1 9 2 2 2 2 221 2 2 2 2 2 2 2 2 2 2 2 1 1 &P QMTED) I 17,Wi 11171-2F2 fli-2F:2 30 21 i1i i . . ft 44,000 KtJKL �f4 sb 414 4R 3131413 41�313 41 i 4f4 i1i 44 'L HEAD Rt A,R,M 2 2 1 2 2 2 2 2 1 2 2 2 1 2 2 2 2 2 tit JPIMABOVEE, 12-272 313 12 313 4141ijj[413 11 31 i 413 41�4 414131i1614 P8F 45 '74 61 74 79 :79 AlAamMa BEL01 A I 2 2 2 122 Mi-MM 7-a-2 i twa-RAI* 49.000 KI Hj:272 2 - Ai ii3 ilJ3131ils 313 414 414 i 14 414 4lijL4 i12-2112 3TJ 2 43141 lijJt�4'i414'1315 2 2 2 2 2 1 2 2 2 1 2 2 1 2 ji2 3 1 2 1 2 2- 21 Z 3 1 2 1 2 3 2 2 w -mrir,-,ri-ia iii In Ws"i I i i 1,i'i 14 511 NilW;j3j4if1i 414�1��141*41'111ji d,l 41 i 1,4 Hm 2 - 1 PS 41 o 79 "YNN --- JAW ABOVE 2 2 3 3 2 i C10.51FIG 2 2 2 2 2 1 a . . . . 3 3 2 3 3 3 2 3 UTG,RAL 53.125 HUXI iF, 313 3,13 4i4 3131,414 4j.j3f3j4' 4 Is a on.-; _�Fl T11-2 2 2 i-,3 72+2 T �i 414 51'5 413 ifl�515 4f3 514 I -- &80 2 2 9 2 1 2 2 3 2 3 2 1 1 131,3 2 3 BELOW 3 jj2 1 3 RAIL 2121i 2 4 4 313 4'4 4134 13 414 4%IJ31414$14 41 14 J4 4 1_3 4 HLING6+WN7V IMPACT ZLUM.SINGLE pZ Z �''F 4 yy3` Q Q. „✓`yfI i ISI iz. axri ti• 9 rte, �" pm-4119 �g' �5�'.t! 1 �iu'i . • s� of � %, w.:'........�•;iy, d 0 .^Nn 9919-Hp 3"• Y4 aTrNiY NiY C HN � w 7C wN-- a. 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CONCRETE a3) 2x WOODBUGC 3,FOR Wf)ODAPPLICATIONS IN MAMIOADB OOUI4TY,USE IH2 STEELSCREWStGS)OR E)R57Ti t d 3S (SEE NOTE d) 1'MIN.ECCE 114•SS4 CRET,941M 3.33 MIN. 3.FLAT HEAD A>AYtKMLS.mim REOURED,MUST HAVE!B12 TRIMsT HEADS. ` 4.WOW BUCKS DEPICTED.INTHE SECTIONS ON THIS PAGE AS.IXARE$(ICMVAiOSE CONCRETE 1( •L.:;,,.'• i'1+ ';•�19$`MIN.,914`TAPCCN .. 1 TOTAL THICKNESS 18 LESSTHAN 112'.tx WOOD SUM ARE,OPTIONXI IF UNIT CANOE r•T.3V4' KVCCRETGFLEX — INSTALLEODPtMYTOBCY.tDCWC;txTEORCka YNODSUCKSOSPIOTWAS�XARE OPTIONAL ss �,',� 'Cr8 ! iI#rTHICKORGRFATER.INSTALLATION.TOTHESUBVMTEOF.Y'Ow mn!r!D8E WODOBUCK '.�'-i �� �f _ emN. ENGNWWO.DY OTHERS OR AS APPROVED BY AVTHORITYHAVIING JUWSIJICTIM (SEE NOTE 4) --L. —•�-- i.FOR ATTACHMENT TOALUWuM+ THE MATERIAL SHALL BE AWAMMUMSTRENOTH OF 1M' 8MTSAAM 0,VJiOFIWT"CK THE ALUTAHUfir1STRUOTlJRAL•ME)tBER BHALL SE j X114 TAMA%. OP A SMETO PAOViDE FULL SUPPORTTOTf1EW4Dmi FRApzamLm TO THAT } StSN4M SHM"m TREDETAILS FORExV70 OBtfC4<S.3NEANCktOR 3ktA£i 8EA111Y SHEET DETAILA DETAIL B METAL SOREWVMH FULLENGAEN,ENT WTO THEAL13NJ1.RIM,NFTHEEEC RITERIAARE MET•TY.E RESPECTNB OESIGNPRESSiJM AND ANCHORAOE SPAORI FORTAPCONB TYPICAL FLANGED MEAD ANCHORAGE MAYSBUSED, AFLAN=M MIECOMPtNENTMAY8E SUBSMUTWFORAN INTEGRAL FIN FRAME C M PONENT-FOR M=I5DAPNJCATTONS.FOR INTEOR4LFIN 1 11-3'= t uV MULLED APPLICATIOW ITIS EXCWTABLE TO REMOVE THEP/NANO ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FM%M ANCHORAGE RrFXWAEW--NT. Mii4.• MIN, a ANCHORS ARE NOT REQUIRED AT THE Iia OF FLANGED UNITS. V4*VAX$HIM �- twuhiAX.SHIM- T.MATERIALS,INCLUDING EUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT - .� I t# WITH OTHER OtiISIMILAR MATERIALS SHALL MEET THE REQVIREMENTB QF F8C CURRENT, . ttt T•3t4'MIN EDGE ! T'MIN EDGE EOITION, t CCNGRETSANCHOR, r WORD ANCHOR, FHBELOY4ft1ium FH BELOW MEETING RAIL.(SEE NOTE I A 3) R%L.(3EE NOTE 2 a 1) 3.13 KSI tddAt COVCStc"T£ tNf CR 1.5 KSI LIN.CMU y �� MI IALL JAMB DETAILS) 1x SUCK OPTONALWITH SOUDCONCRETE 2x WOOOBUCK j1 OR WU SUSSTFATE{EEE NOTE 4)® (SEE NOTE 4) `7 DETAIL C p£1-All D TYPICAL FLANGED JAMS ANOHORAGE 1W «-813"biiN.1R7GE z^/t4'EMSEaM£NT MAX 1A• 9� SHIM - w•:,=`__ CIOD FRAME SHIM gpIPLIrimWFiwiN• +� 1 WO 'FRAME 'jiLJnf��.Ir� �''�_ .13s•alA.tf.3N. 'e{ _ ! 5t8"M1N.EDGE y .• 402, / EaMENT _ s - X21f2Y•NALI. \ 2•14YEM AVIV.MIN. I - +'1'' .• „"`" ATGQRttUtS V i I [HacproGiq L'b.#nD1�'.} : -::.. D O.C. ZZll xY92'NAIL. 1 _:;.;N_'"-_... ANG1 WCXYJ TRAMS ATOORNERB 1' _.�._..�..: .._ AND V O.C. � +I t 57A�t"d"�'j7'.BDGL 1, N IL.131•DIA lAPI....: �. —"� MAX, x21)2•NAIL, LYNN( . ATOORMERS . _ SHIM AN VO4, •t12'EMSEOM£NT `�`{k: 4;..Ek,1T,. ': II D»TAIL F,(MEAD) DETAIL E,(JANE) P!-NL G,.(SILL) TYPICAL INTEGRAL I=1N ANCHORAGE - y. uc' ams E cover c:asra AVTa rt IOL 3 rQasttL4a4R a AuaHfop f�EDEMLS 2 S TEONw— ; Jr. wrrnr D fnaw,=ni VIIMT ° v st 0rcanaysE w66,11a GH TTp8SI4EET ra:xextla `�= SUM SINGLE 66,11 ltdPACT _ �� r�ar�R�E .Pe°wS'rls+t/t Ma+dbtxsrk. aam NTS tf +1f tDdO,FDrL ITEMS