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DATE BY Phone Box... 515.859.9197 REVISIONS FIVE CA. No. 9513 0 so 1 2 n.W.■YILDrns.224suimuar2 lire. ff..Aamestkftastpro,Inc FEWNNENNI•Rvida Rodal.AOpto.aAn.-15210 NVN2 ramtdas.InVad Deanne and Caaad\C-Dn da1R-152?0(2017)1R:15]10.1.0a1w0,IPA I 1 i l Ili i !iB d1 ®I _ YIL `moi! r ! illr .i i� II .fig I I . 1 I I I 0E 000 0 ikg 0 Aczo RP',/-� a, fr p i 24.2 221r 15.7 - 4'7' WISIKRe".Nr,j'G .. 7�ij • - z PRODUCT. ' > sr L ..a1#Q .. PLASTPRO INC. g - FVERGIASS DOOR P.E. No.4344* `frrrrT11t1}t�4%` C y 2 724 7`UPD4TE'i STN ETi. (2t31J PDC . PART CR I 1 G.} 8U1E.D8i6 taDtlSlllDVDS.:;NC. i}, O co.. 1. 1!S UPDATE TO STN ED.((2OI4 PPC Jy 3—020.Loci DEriuis +J�/PA: Bmt 2:40.Vadlfev. RI 3359f! NO 'DATE $Y PAoepa Na..8f39S9919T REVISIONS FBPE'CA:No..9813 �7 to 2012"R.W.OuILCINU CONSULTANT*tww. _ - 1 ORtECTTO.MAiQNRY JAMB ��,V,.7 *.iit rte n:v�„e. 49116'JAMB�� .�0g.O��iii,....."*"*" ..,+it. .. . • � St ty ,...:,. ,: 1 :III , ss A � 4n • ,�., .416.4.1k ' qct rrttt IIIiV % ;.. ` 0 . r i 11 • .0 TYR.HEAD q ; 8UCKWO'?*-++w d�JAAABS �, a DEnAaafral 812XxBucic MASONRY - S MASONRY • DIRECTek iO �, ' : k Q . ', a OPENING MASONRY' a OPRNINO: e^i TIP HEAD • 4. &JAMBS rt - . , i — Oar .........* Z ?XMICK .. +k9/16 JAMB =Gi l!XBUCIC• . 69/i6 JAMB . ;,,` DIRECi TO . MASONRY .,n, -- W- JAMB(.1 ra 11 g (SERSHEETB) -Iil . ••' , oNlr. — I MM. • . sips dhows s> aMea rANr.NcwHcr al Iii Mo.sonricarstuclion r • rrutl8;. :'4 A t 0 e I. t e theDame.TOY wtaclud«tramawuaaiu,ambx DIRECT 10 aR fTO DIRECT IO ,2.tkirtmlMmicnerbeodcmtwtedcorMA1LQNafilernut beatfuskWto MASONRY ' molitaRi tirk:odQuaWmn•tamodarMIl odaxiclIC aitfmnttcoa �MASONRY IXBUC K I a a rise m WAX pice.l irsaenaerravnor�aa&d.. Ill UtBUCK c may boiquodliseinituivi �ixaucKII miir � i � �4}r tnkI1 g rira i:f MITq � R 2X Buck 0-der i '--`0 VIM): 2K BOCK .�,, ft OUWCK(� ki = kmsi' 4µ i W 111$.1 -e- , .r,- 11W 4. a'. 1X BUCK� MASONRY 1, .s� : -' ' ; % • ti i•1 DOM.* O • i 1 n..- c {i2t/f8/2 g it itAC te N4- !r 1` NIASOItRY vieIX Bk►C[CII N.T.S. 4' • A •11A/CQ . .tlie '1.1l A$R10111i 1.1!! �� 0?X BUCK g` 0' t%ttIh JK m �i;Y1'WOSClFriNIlTA iMAMNOrt3: • .. = ;AG:* US: 3 owr/ao,:wo.� a tuhronantammsr��gpe;cuwreoarandd9tante,Ai•a�a,toocJngor iATCi[iROTAOBOac TAa lBltdED}TAilc HINGE DEUX: a WOOditue4i7to ereilttMiiltilvabroad. Outswing tZ 1s2ia4 :11a,I.2. a itlq...1....,Inc PERMenVi-PQM%Ptockgt AfpromisViAsztotivtiZAbinlass,‘11)196a0P14,14 antclazed‘C•D1 $5210(2617*-1=2144vg,OA ..„ . i' 4.4. , 01 1 V. 4 . kg(t • i 1....-is.-..- , . .. 1-1.7.6- . - : 1 7 1 .• I , _ ii. k- 1, • _.. , . . , .,...iell il..1 j I.- 1.3' 1.!) ' . 12 I I a • pi' .937'• ; I ' 1 4: i .tzy-r V. .... ....S. . , I e— . IS' •-....:••car , 1 — ,00it.00,‘ v.`*„ ."-.,• --fai'lt-4,- 1 t-- . ON / *, 1= „,"44....._._*. • I"t .........,---.-. • - '‘.PR000cr:: - .0-P_ . *” . '.. z • ,,,ki,..41: .,,,'.,. .___ ,..• ... • ' ....,,,..4.p...4....-.1,. -,......- .....Fp,,,,,_ _•-,,,,r .t. PLASTPRO 041a. kyiulon.,f:.'Sehmidt l'. ''.4.1,01.1 * 0 VI s 2 4,... . , --,ofifiso" kki 2 y.11-UPA4710 6tH"E0.(2017)Re JX PART OR ASSOISLY; . ' - 40,,,,.,, RUILOINO.CORULTROS.INC> i I I,.. 1,3. Jk 14 ' t J9 'IS.UPDATE TO 51WED..(2014 MO- j,C tit•Tr KO.;e*X'.20.*kOrAni Ft.4459i , F.4 ... ia No. , 4 - BY, Plioni144-11.13454M97 ONPONSITS • REYISIONS PBPE 0,4-..4.40: COO ' C2012 R.W.eilit.poiil CatOus.iwrirli IsC. r,triilligin Ill .. 0, 4"% ......" WU OF MINIMet 1 S .1 ' \ It III D1500111011 11111104 E: l .i. S,g , A IX BUCK SG>=0.55 - -- I 11MOD = -1.- 1 : 7 et 8 2X BticK SG›=0,55 WOOD C 1/4*WJL SHIM SPACE ' •::,> 01,):4' $ C6". D 1/4"k2-3/4"PRI ELCO OR 11w CONCREO soREw STEEL FI MASONRY-IOW PSI MN CONCRETE CONFORMING TO Aa A 301 OR HOLLOW BLOCK CONFORMING ToASTM C'70 CONCRETE p-it to 1": ).• 2',I I 0 3/16"x 3-1/4"PFH RW CONCRETE SCREw STEEL 0, 1 1 i I 1/4'X 1,3/4"PFH ELCO OR OW CONCRETE SCREW' STEEL1111 J 1/4 X3-3/4°PHI ELCO OR 11W CONCRETE SCREW ,, STEEL 4 a. .. K T/4"X 2-1/4'11W CONcREIE SCREW STEEL I _ 1 . L '#10 X ZIP"POI WOOD SCREW 11.15"MN.EMBEDMEN4 sea g M 3/16"X 2-1/4°ITW CONCRETE SCREW STEEL ' N 3/16"X 2-3/4'OW CONCRETESCREN STEEL . i P 1/4"X 2-1/ir PER ELCO CONCRETE SCREW STEEL 1 ' 1 POLY FIBER JAMB COMP./VINYL 2 ANGER JOINTED PINE FRAME WOOD gi 7 WEATHERSTRIP FOAM RI ti A 8 DOOR BOTTOM SWEEP VINYL 9 4"X 4'BU1T HINGE STEE. 11 09 X apr PHI WOOD SCREW STEEL - g 72 -3 POINT"foNsur MULTIFORTT LoCKSET(Mtg.BY HOPPE) STEEL 11 g 1 ' 23 MULTIPOINT STRIKE NATE(TONGUE SYSTEM) STEEL. 1 25 LATCH AND DEADBOLT STRIKE KATE(rONOIJE SYSTEM) STEEL 27 LATCH MIKE KATE STEe. 4 4 DEADBOLT MIKE PLATE(SECURITY) STEEL i 29 ADA THRESHOLD ALUM 30 OUTS WING THRESHOLD ' ALUWWOOD ........ I 31 OUTSWING THRESHOLD ALUM/WOOD ...- 32 OUTSWING THRESHOLD ALUM/WOOD R ._ 1 33 ,°VOWING-THRESHOLD _ ALUM/COMP a g g s 34 °OWING THRESH= ALUM/WOOD LI 36 INSIFYING THRESHOLD ' ALUM/COMP i t 1 37 INSWING THRESHOLD 38' INSWING THRESHOLD ALUM/WOOD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANE.DETAIL sHEE1 FOR CONSTRUCTION DEARS - R a w w 1 g 1 i 551 010X I-117 OFH SCREW ma. 57 BACKING PLATE STEEL 47‹-W I 58 08 XrPftl WS STEEL 60 MUL11POINT STRIKE PLATE STEEL ,4•4 til ,. i's.'•n 4 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL ev-:(4 1 am 02Ji 6/12 S mg: N.T.S. ' 5 3 4 MO.re: JK 6 i oic,art IFS i kill"NPA i FL-15210.4 !". a !Fru It ar ii i ;:, —__ _ R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Veliico,FL.33595 Phone 813.659,9197 Florida Board ofPiofessinnal.Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-15210.4 Date: August 10, 201:7 Product Sub;Cate o ry Manufacturer Product Name Category B Plastpro.Inc. Smooth t Wood Grain 1 White Wood Grain Sw Exterior gm9 5200 W Century Blvd. Rustic/Mahogany Exterior Door DoorsLos Angeles,CA 90045 Series 0 Fiberglass Door Assemblies Phone 4411.969.9773 inswingIOutswing.-"impact'' Scope: Product Evaluation report issued..by R W Budding Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Piastpro Inc:,based on Rule Chapter No.6 62Q-3,Method 1D of the State of.Florida Product Approval,Department of Business&Professional Regulation. ' RW Building_Consultants:and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any.other entity involved in the approval process of the product named herein. Limitations: 1. This,product has been evacuated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements Including tide"H.igh Velocity Humcane:Zone". 2.Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall.tlressing: orstucco. 3: When used hi the"HVHZ"this product complies:with Section 1626 of the Florida Building Code;and does not require an impact resistant covering. FBC 4. When R301.2.12 and:in areas oes notrequ re an impactide of the"FiViir covering.This product meets missilwind herne debris on:deaden this product evel"Cr and d with Wind Zone 1609.1.2.& s}2:& defined:in ASTM E 1.996'and FBC,Sections 1609.1..2:2&8301.2.1.2:1. 5. For 2x stud framing construction;anchoring of these units shall bethe same as that shown for 2x buck masonry construction. 6:Site conditions that deviate from thedetails of drawing FL-.15210.4 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must,be installed only in non=habitableareas or at habitable locations protected by an overhang-or canopy:such that the angle between the edge of canopy or overhang tosill is less than 45 degrees: 8..See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1, Test Report NO. Test Standard Testino Laboratory Stoned by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing.Evaluation Lab.,Inc: Lyndon F,Schmidt,P.E. TEL 01391846 TAS 201-K202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC-45.255-16776.0 ASTM 0:635-98,638.05,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,:P.E. ASTM G.26-95 ETC-06-255-17412.0 ASTM E134-05 ETC Laboratories Joseph L Doldan,P.E. ET.C-07:209-19303.0 ASTM 0635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 17-071205` Sailex PVB interlayer.(Eastman Chemical.Company) 16-0314.11 Royal Mouldings,(Eid.:PVC) 3. Drawirtn`NO. Prepared by sed:etfrfrriQ Stoned&Sealed by No.FL-15210A RW Building Consultants;Inc (CA#9813) @��t�1 �� �$qp�� Lyndon F.Schmidt PA.; 4. Calculations Prepared by e.,,,,,,,S01` sce •V E I'•.:)`���* Sinned&Sealed by Anchoring RW BuildingConsultants,Inc.(CA#9813) �. .• '. ' $ '; '3 Lyndon F.Schmidt,P:E., ASTME 1300 Glass Load Lyndon F.Schmidt..P.E. No 434{?3 5. Quality Assurance o _ V • * O .r,� • 7. t D m o • = �W.- STATE OF 6 .r s �`'4$, •t 0 R i'D.•``C).•` %,,p Lyndon F Schmidt RE. Sheet 1 of 1 RECEIVED OCT 01 2018 Permitting Department St. Lucie County Property Information [ Building Information Owner: ANNA WORTH Wind Zone: 170 MPH. Address: 300 SE CELESTIA CT Exposure Category: C PORT ST.LUCIE,FL 34983 Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 33.5 80.625 7 36.3 -39.5 • Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 '''' .�V c°9"^c 4:..'.;c 5r �r n,x4 s.yvna�w*„ 2 ,' F... . w .,. 7 ti. '`i ra >% ;5-'S •4 �,.>:e Y J Lr`,.w r zti-. w.,* f h - �` + Rs: ,, ..,a .s.3^. a' s'5� :., ,'� �,9 Ft u` ,L. ....e_ ,- c"s*a.x€� A61 a ,ii - .y' �€ 4,-' '` � �:tzr �a 4,�+ r x'�S z'/33^ a ri4r?",'X Et-. n "`:,� *,:, . ' r..,f x„`- 3 .,r . �w,z,., ��: ,,,y ,,r..,, .r 0, ,. 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LUCIE, FL 34983 • 3/19/2014 Florida Building Code Online CVPATte.r.NT • 7 Business & Professional l Reguation f.„ . - rit=iirMsze liti$twine (tog User Registration I Hot•TopicsI Submit Surcharge j Stats Si Facts I Publications I PeCStsit I EICIS eite Nap I Links ISeardl I )USER PubIc UserMc..12gBamgtoten >Product Or ApsliOtion Search>6gplication Lisk>Application Detail I.OFFICE.o.r THE FL# ' CR15210-126) Ft. 152 1 0. 8E.CRETzsr..VY Application Type Revision Code Version 017 Application Status Approved RECEIVED Comments P Archived OCT 0 1 2010ermitting Department Product Manufacturer Plastpro Inc./Nanya Plastics Corp. St. Lucie County Address/Ptione/Ernall J 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 • (440)969-9773 tact 16 ckw@rwbIdgconsultants.com Authorized Signature Vivian Wright rickw@rwhidgconsuttants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 stottjohnson@plastproinc.com 44f 441 Quality.Assurance Representative Ron,O'Connell LI Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Et 16 ronoconnelt@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Doer AssemblieS • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profession&Engineer Evaluation Report-Nardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,.RE. the Evatuetiort Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15210. R6 COI_( )Certificate of Ihdependence.odf Referenced Standard and Year(of Standard) Standard Ism ASTM 61929 1996 ASTM 02843 1999 • ASTM 0635 1998 ASTM 0638 2003 2064 ASTM E84 2005. ASTM G26 195 https:/hrovw.fioridabuilding.org/pdpr app citLaspx?paramrzwGEVXCiwtOciv3yVVKJZ1ORCFPou8gbCqpaL%21c1Vid8x8vDdrXKxpol-ildA%3d%3d 1/4 .3/19/201$ FloridaBtAding Code Online G.155 2005 TAS 201,202,203 1904 Equivalence of Product-Standards Certified...By Florida licensed Professional Engineer or Architect FL1S210-R6aguiv (dtgkrimtAgyl . Of Sthridards.gdf Sections from the Code Product Approval Method Method-1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 DattEending FBC Approval op/z012917 Date Approved 12/12/2017 Summary of Products FL Model,Number or Name Description 452101 a.Stnooth/WOOd Grain/White WOO 6'8"-Initiate Opaque fiberglats-Single Door , Grain/ROSOC/MahogarrY Series 0 Inswing/Outswing(X Configuration) Fibergiath Doer Limits Of Use. Installation Approved for use In HVHZ:Yes M15240 itfilL(t)Inst 15210.1,0ff Approved for use outside Hirai:Yes Verified By LYndOir.F,Schmidt,RE.43409 Impact Resistant Yes Created by Independent Third party:::Yes Design Pressure i N/A Evaluation SePrirter. Other See INST 15210;1 for Design Pressure Ratings,any FI-15210A§AE.(g)Eval 15210.1:off additional uaefimitations,installatirin instructions apti..preciptt Created twIndepeetient,Thied Pertit.Yes gartittilers, 15210.2 b.Smooth/Wood train/White.Wood 6%'Impact Opaque Fiberglass Door with Siderite or Grain/Rustic/Mahogany Series 0 Sidetites-Inswing/Outswing(OX or XO OXO-Configurations) Fiberglass Door Lirnits.of Use Installation Instructions Approved for use In- Yes k1,5210 R6 i,14 )-Inst 15210,2441 Approved for outside HVHZ Yes Verified By Lyndon F Schmidt,RE.43409 Impact Resistant:Yes Created.by.Independent Third Party:Yes Design Pressure:N/A. Evaluation Reports Other See INST 192102 for Design Pressure Ratings,any FL15210_R6 Eva!15210.2iicif additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.3 c Sitbotti/WoOd Grain/White Wood 613."Impact'Opaque Fiberglass Double Doer With or without Grain/Rustic/Mahogany Series 0 Sidelites.-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door LIMIttof-Use- Installation Instructions- Approved loir;uSe in 1 /1121 Yes FL.15210...R6 Inst 15110.3:Of Approved-for Use iiistalde NUM:Yes Verified By:Lyhdciri-R Schmidt,P.E.43409 Impact Resistant r Yes Created by Independent Third Party:Yes Death Preetitiiref WA Evaluaticin Reports -Other:See INST 452103 for Design Pressure Ratings,any FL.15210 R6AE (k)Eva(15210;3.0.1 additional iiSe'lltriltations;installation Instructions.and product I Created by Independent Third Party:'Yes :particulars. • 15210.4 d.SMOotti/WOod Grain/White Wood 611"Impact"Glazed Fiberglass Single Door--InsiVing/Dotswfirg' Gi-ainiftirstic/Mahogarly Series 0 (X-Configuration) Fiberglass Door Limits of-Use Installation Initrustions Approved for use IfVFIZ:Yes FL1521,-QA6,AL(b),Insi 152104.o_di Approved for use outside FIVH2:Yes Verified By Lyndon F Schmidt,RE 43409 Impact Resistant yes' Created by.Independent Third party':Yes Design Pressure N/A ;Evaluation Reports Other See INST 152104 for Design Pressure Ratings;any F1,15210_2§JAL(g)Eval 15210,4,01 additional VaelinaLettoris,.idstalletion instructions and product Created by Independent Third Party:-Yes pirriiCtilars: . • - 1521,0.5 .e.:tarriorit/Wood:Grain/Wlifie Wood 513"IrripeCt"Glazed Fiberglats Single:Door with Sidellte or .Grain/Rustic/Mahogany Series 0 Sidelites Inswing/Outswing(OX or X0;OXO-Configurations) Fiberglass.Door Mips://wwwilloridabilikling.orgfpr/pr ap.p_dil.aspx?p.aram.=wGEVXChytticiyayVVicIZIOF(CFPouSgbeqpaL%21cItildiix8vDdr)(KxpoHldA%3d%3d 214 --- . .... • . . . . . • • . . . ,„„.. ,, Ili p I a s-tp ro — 4* 1 ; SE A n•-• 5200W. CENTURY BLVD. .1.:*: %.\ LOS:ANGELES;-OA. 00040 e'S.... A 2.— ......4 ifit ' • A° Hi MA 4 6.1 Smooth/ Wood Grain/ White Wood Grain _ t.MAR....OvERALL. . FRAME WIDTH . . .. -..-••-.— • .ii. ..‘'.$-?', ' -•, 4: 244S Rustic Mahogany! , :1 4 4 ' :11 5.4ir Series 0:Fiberglass:Door Ik , • ..1., INSWING/OUTSWING ' ' 1 1,0. , imPAern , • • aGENERAL NOTES (-1Q. ..,. .::. ,. -1, . . ... . . .. ,. 1ni600:41ACt POS,been eisaluoled OM Is In doirgance vAthlhe• Edition...017j FlOridattuilding tode.Rt,c)stfik.ctUrattoOrernents Including thelltah Veleatty i-luittcone Zone7 RIM. j .• ' ..gi gg ,. , Product anchorssima be catisted and spaced:as shown on detailsduthor embedment to base materiel sholl bilbeyand well ckessina ar stucco. 9 : 1 i : :x X ' §' 6 '.0 1 .3. When ule.clin,tne*Intrtti;'anxinat camptiel with Section 1626 of tho•Flodda&Mpg Code cud I I . does..*.requipson.lthpoOt testitatit coveting. kl ' El I 4. When used In areas battled the livicr maUfinawind bome debt pfotectIon,this product 1... '1 cprelptbsvill)FBC'tebtiops1660.1.214 R$01.2.1.2 and does not requ4ii an*kg resistant Coyettpg. , 4 This Product meets mit*level'0,and Includes V;Ilnd Zone 4 as defined in ASDA E 1996 ondFBC 1:* 1:1 Sections 1609.1.2,2&R'01.2.12.1. a -. w gg i S. Forlx stud:conshuction;anchoring ot these units shal be the same aithat shown-forlx butk masonry i 5t . i annstniniftin• • 6. Site conditions that deviate from the details of this.drowing require further engIneedng analystssby a t i rl.emnsed engineer OrregIstered architect. ,. 1. 1 • ' • 7. Outswtng configurations meet water infiltration requirementt forlitAff.•All other configurations do not meet water infiltration requirements for thellyttr and must be Instated only in noti4iabliable cafes c*cit.habitable locations protected by an ovetang or canopy such thatMikan& 1 between ' • the edne of cancipy oreVeitiang tO Sill is loss:than 45 deanaes. tm 1 .1 tAII4E OF CO/MOS , '44'4 ti 13 5 WET* 'DESCRIFITON. MEET* DESCRIPTION. , •., - w . 1 Typical Elevations.Design Pommes&.General Notes 8 'lioncontal&veakoi cam secnons,axreC. t to Masonry) 1$1 .14iYi.tii.41.4?..Liirg.I#011#7Eiiii00.04 ' 2 Door Panel Details 3 : We kerne details and.glaking details st 30310 lock cletals 10 &polititockdetafis .09140000#*'..,q .f....1 FRAME :: - ':"""" ..„ • 4•43041,454Ugi 1541004teiNt3:-,votitive:K iitaAtivE. . ° moo 02/1/3/1 2 ; StOgr' N.T.S.- •' i 4 ,HattrontaliNerfical CrOstSeationt 'Buck) . T 1 :buck and frame anchoring, eto:.en. .-JK p 5 'Morin:dal&Yedicat.DazSciCtians:.X.W.0.) Cec 12 Component; . * X • 37.6''x-82.1T : +754 ' .45A * Ott ert Vs i . . 6 440thenTal&Volta(CrOs5Sections' t to Motority) 13 83 Of Mated* .7 • Vertical Cross Sections(ilueshokis) : See streets 2 t.4 fes hardy/am and itn.tiamo design pressure imitations • DRAM NO.v .re Ft-15210.4 G ... • 0!..!,,..,40ta. , of ,LIt (l- TOP RAIL O 4C ' A...............\ ,,,:„. 2 • 0.4*---1 i 'Albta'I'. EXTERIOR • - I ' - DO 1-•---' ' • i . _ •. . - 1. ,•f,:..:-......-.".,....:...1.-....... ....••- ..,..-.. .. ....7.., .(COMP.) .. - " .. i _ ; MM1.11111111111M, _ i S4 i.,*,1$*f.i'74e,''')i•?':.t i.0•.•s%4r7Sr-i,::—'.:.,.ta**7.•.3g,e4o.i: WO 103 1 RKERIOR -:-•'!'. ", CAP 1PYCI OAP(FNCI 4. • .1- 1 .2.e HINGE pILE pi) LATCH sm ILIA) Z C)NORTIONTAL CNOSSSECIION11. 1 I 11 ilt V :.• :;.*'..:. .I 11 '.1 I 4 % t ..4. ..• :„ •''''.''1.;;;.* ,. 3 , 1 35.*IMOR , .,F,L'ts.*:.,.i:!::•..i.,;-; ' O;111**i:###: 45i:::1,1'?t:e0: 'll'-',..7,;tkt.4"n"'1,-,,.'4 i-.f ' . WIDTH iiiiiiIiii'44it: ?i.P.;g.N.P!...,;, :.:i,keo04;gtg.:',::,.. ..:. . .:gk :'...F.=(1,i0;8*4 . I . . . iLnA . • KWIKSO .KHOO: HONAHLRESSIES (iD: LI 4E7 OPABIOLT: HOHATURI WM(180) ±15 (Z) SOILAGE : .ttutsbott LgVet, I*iiiII00). vistas wet..ai lip SEIB,. ± PA75 § . INTBI _,.1„Q! OSTERIOR II M , 1 A iti U• PI Ls .....,. , .. .,_, tAl% • . 0140101X: !WO'S HMI MULTROPIT LOCK: HOMO SPOWTTOROCIE !NORA .MATRON!LOCK: INIEHNIIIIK 3030(341) ±/5 ±50 • i 75 . iiim. I .iiiiii Fn.- . .. • . '. 1...... ...... ,; . ... . • 4, 1 k ::-..-- • 2 R ' OES 0 X :, , Seolteets 6 and 7 for n-lieptint(OCk&tons. - = 1 I. SEE HARDWARE . • ' e 7:-4," t t R FIBERGLASSSK34 :'..'',• .,'. . I TABLE 10:12S Mft-L THK.) •• ''.t ..4* H / if FOAM CORE . *.. •,,,„ oveuRgiwT- ,•:.•!..;,•:. r..•iii 1 i SEE NARDWARE ' IS PCFMN.I •:••. r: :% ,,,t w 1 , 2 • 6 . • ....4.. - t-e - N—z la ti BoTTOM RAIL / (COM?) . ••••• :4'.. .. ''• i, nfi , _4 WE 02/ie.,i2 . 3 !rtN .: I.S.: 1 ,f1( - A ()ON)!PAM • T I . VERRCALCRO'SS SECTION colt oin WS °MOO. a7t5210.4 *On_,L 91•11. ; ' , ,;FRAM24.71"MAX. `♦\♦�s�1 ��`FRAME-MEI 5/41"GIASS 54 . P\ 4.' ,. , iS 20.511 MAXC140,..YAM )1•i SIRUCWURALSOO.E(DOW 995) 14'., EXT: . I ; y 1. ' .:�,.......,.,..__ x ..::'.I"OVERMAWfT b .44 el '".�.,, RitERLAYER. i�tt.� �� 1/8'AtBtEAtFDG1AS5 i<.4 Ca t iw ALIMUNUM SPACER EXf.RtARIg IHf.FAME i Ad ; ap Iiii .NON,sfROODAsEAVNIU#719XT3/4pPF.SCDRUNGSMS 1 GIA?JN6.DETA![ I Q i€ 4, f ODL WE FRAME 0DL ±75 a 241M4 1RAMEwtam 205"MAX.: �tSL #60 DLO:MIN Itk �1 \ f O 1IDG MSBREV . tt a 1. 114'OVERALL UPC GLASS w StttuCNRALS(UC#fEIDOW995) l/tt AIVNEAtED GLASS ao90 0 w 0'$MD( B PIM Q INIMAYER ',pi } ' ti. • i 1!B'ANNEAU3IGL,�SS "„'�"�„`" ;\\\.\\NN. 159' �� J } 106 Ii A.. ,. ti !�, 112"NON GROOVESWK GLE i .r+jiJ N" v '"1 W10SCFiI t#88F'OLYSULHDE 0 J ,.1 wim02/16/12 i l,L 1%6:BAMIlt. 3IL1 ICU. °+ #1011-3/41THWOODSCREW tot en. JK fi -1' f3'�GIATiN,GDE1AAL EA-FRA SFE A6 MI:MAME /►7,SCItfOY4I1P nib ai.- tf5. 1111} �•-1 uwPn'N?',' n RSLLfl!:FtA IE Ft=_2,�i210.4 _ . _ Ow .ar.i 0 , . 3 3 VVA (.;S$0e•••-..0,...1”..4.',. IlI _ _r/ , 1gleit:, dfrilitiltil ISO%.‘ 1 d ei 1 \1) I li gii lh x e An s. lizs XIV - -0 ICY i ..•.4 ilank 0 a Icy Aft i ox . 43 il tor mir d L . / 0 . 1 . itlik 1-1ff MIN. s 0,1 0 gm ..... ..— Illry Ems.MP.) 11 L''' Ark amok 0 0 4 eii 11 0 0 e vii7 NErviiir K Art, Nor o.• .4 ' 0.15" ....,.. CSIN ..._ 0 Iiir MPJ R. 0.15•C•S1NK P) - 4 4 0 , . „ 0 . . 0 0 . .• 1 . I ' INTERIOR , 'a 8 . . Z Mil a 9 ' 0- . : 1 114 I 0 11W111111 0 : .. o IS g 2 2. , , . . . ... w i . * . . ma ganufzdr . ' ' 'IMI I ri 1 11#"Vt4 44 r(771 II Ir ., , . el i tz.,... g i • om . 6 6 ,/,/, gli PA ,,// 1 1-1/41404. 1048,1111'.) 0 CD 0 0 0 BITERIOR 0 : • ,i, TO EXTERIOR 7 / INTERIOR f. mor:02/18/12 3 0:41.• N.T.S. 5 X Ailk HORIXONTAL CRO SECTION r' itranourAtcRoo SECTION "--.,& °VERTICAL 0105$SECTION eft eft JK I n, —,f. 1 \...1.}outreing shown'yawing*NKA . OvIlphing shown titiswing*Mar) COSC.iro IFS t a--15210.4 ts AI 1 ' RACSentMicapny Inc PERW/c8Inn-MOMS!Product ApcnovatAA-1910 WIZ Flbenten.Impact 00aq:sand CavachC-OnnnnAR.-157.10(2017M-15210.1-6.enp,SA 0 0 , • : •.... . .,,.. . , ,;:i' • 4 , 111 .--`*mminUMININ 11111111•100 0 .111114...-- aii2.1.1.11.141, I 1 ;t e L'"-`-- ....., . .....-_-•._. , 0 H MI s -• it— -- 111111i— 1111— "' " ler , II 1, 0 2 IS 0 (1*1 0 1 I 0 P........% t- q . . .• . • ; . • * 4 4 , dill .1, 0 0 li 40 9. 0 0 „ . • • 1:1 XX1 ilII ).•n 0 I • 0 1 ••• 11 , 0 Imil 49 0 ON ilif Ottlniti% I-1/4"MN. s%\f‘.1;65tP46;•••,\ MR.(TYP.) e 1: I wow ., 1* L .1.5,f2 k i pifigi PRODUCT: ossayants Iss;...:. \inm,,,...- ... ... PLASTPRO INO. tswaton F.Seiter441 FIBERGLASS DOOR P.E. 140. 43400 r a t 1: /fliirtittotOs%% 4 1,, r4 GI 2 T/24 IT UPDATE TO 6TR Mt (20I7)MC ,0C4 I1ART OR ASSEMOLY: 0 smolt.*comsuuors.me. fq.z..., 1 319 15 UPDATE TO 5Di ED.0014)MC JR 4 HORIZONTAL& ,atiff P.O. Box 230,Vold,"ft.33505 Kt NO. OA BY toss swims.friaK) Phone No.:813.050.010T REvisitYN$' rapt 0.4.NO.00t3 0 set ta R.W.at11%.01140 CONSULTANT41 INC. a 4 — --— _