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HomeMy WebLinkAboutFL 20867.1 I hvida 13uilding Codc Online ....3:., 41 ... .. n;.,.s .. 3 �e BCIS Home Log In User Registration Hot Topics Submit Surcharge $tat5&Facts Publications Contact Us Bc1s Site Map Links Search Product Approval dbpr 4o USER:Public User Product Approval Menu Product or,Appl��ipFl,Spa`h>Application L,sg Application Detail FIL# FL20867-R2 Application Type Affirmation Code Version 2020 Application Status Approved j:. Comments Archived ❑ Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way 5 In Federal Way, WA98003 (253) 875-7300 ;s"== r,.•:'. andrewn@trinityglass.com Authorized Signature Andrew Na andrewn@trinityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Hardcapy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2024 Validated By Locke Bowden P.E. ❑ Validation Checklist- Hardcopy Received Certificate of Independence FL20867 E2 COI COI Trinity SS 2016-08-26.odf Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 T'- '1 .•ix. ;: ASTM E283 2004 g,= ASTM E330 2002 ASTM E331 2000 1 TAS 201 1994 x % s TAS 202 1994 TAS 203 1994 Imp- ww�.Einridahuilding.org;pr:pr.npp drl asps"}�ara�n=wfiF�1-?iQw[DgtbaPq[1f7Tr°o26�C5w?LSEfF.LGnSGBnYC'•7pFk2�&169u2f1O71.,A°•uir!°�.id[12'�1!2U2U2:F5-il RM] Fmnda BaOdmg Cnde Onllnc Equivalence of Product Standards Certified By Sections from due Code El I affirm that there are no changes in the new Florida Building Code which affect my products)and my products)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes ONO ON/A Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/21/2020 Date Pending FBC Approval Date Approved 10/27/2020 Summary of Products FL# Model, Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed "Impact" Fiberglass Door-Outswing Limits Use Installation Instructions Approved d for use in HVHZ:Yes M.201367 R2 II FL es20867.155F. 201E-08-26 ntlf Approved for use outside HVHZ:Yes Created By: Hermes F. Norero FL P.E. #73778 Impact Resistant Yes Createtl by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation 18,forldesi n pressures, ,and Create > 0.2 de PERent T 55 2016-O es odf Evaluation Report, PEation r for design pressures, sizes, Created by Independent Third Party: Yes ` configurations, installation requirements,and limits of use. 20867.2 i b. Fiberglass Door 6-8 Opaque 'Impact'Fiberglass Door-Outswing Limits of Use Y- Installation Instructions- - Approved for use In HVHZ:Yes EL20862 E2 II F - OA6] 5 016-08- 6 nor Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #23278 Impact Resistai Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other See Installation Instructions, FL-20867.2,and Ft 20862 R2 AF PER4419 ES 2016-08-06 ntlf Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party: Yes configurations, installation requirements,and limits of use. _. . -.. .. _tall_. 208673 c. Fiberglass Door 6-8 Glazed "Non-Impact' Fiberglass Door- Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FVOflfi2 R211 FI.-208673 So 2016-10-18.ntlf Approved for use outside HVHZ:Yes VeriHetl By: Hermes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.3,and `120867 R2 AF PFR44 B SS 2016-08-06.adf Evaluation Report, PER4420,for design pressures,sizes, Created by Independent Third Party: Yes configurations,Installation requirements,and limits of use. 20867.4 J. Fiberglass Door 6-8 Opaque"Non-Impact' Fiberglass Door- Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 086] Ry2 2 11 11 20-114 « 2IlL6" 0-tR odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.4,and FLZOA67 R2 AF PFR4421 SG 2016-01 off Evaluation Report,PER4421,for design pressures, sizes, Created by Independent Third Parry: Yes configurations, Installation requirements,and limits of use. 20862.5 e. Fiberglass Door 0-0 Glazed "Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use -- - Installation Instructions --- Approved for use in HVHZ:Yes Fl 20867 R2 i1 F -20862 5 551016-10-IS ntlf hop 11-0aidabuildinl app dna ,?parm Cw LVXQtDIMPgOOTN2bX5w2Z5l@LCmSGBUYCv]pF ,B46%]rrO21 A%3d%Id11213112020 34531 PMI dw-de thed pcwk Online I Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:No Created by Independent Third Parry: Yes 143... Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.5,and EL20867 R2 AF PFR4421 SS 0 6-08-Ofi df '.. Evaluation Report, PER4422,for design pressures,sizes, Created by Independent Third Parry: Yes configurations, Installation requirements,and limits of use. 20867.6 If. Fiberglass Door 8-0 Opaque"Non-Impeafty Fiberglass Door Inswing/Outswmg Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 2086] R2 II FL- OB J 6 q9 2016-IQ-18.,df Approved for use outside HVHZ:Yes Verbal By: Hennes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other;See Installation Instructions, FL-20867.6,and FL20H6] R> 0.F PFR44>a[S 20t6-Oft-05 rMf •f,' Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes configurations, installation requirements,and limits of use. yj. The state KnOntla➢an PA/FEp emOloy > :. _ em ".fusionestaidamener kM Vilto Flonea law,emed,vatso arevotesaycal lr rou Wnotwant vow e mail aeare monomaniaIree,o overeat W0 s p lat nM send ele,275f 6 rA anmmsudes, meone rminer 1,2ofimsinemane orsefirloon mail"Ityou nave all limestone,fire deanmenauthan 9 IAS. vu the hsetton then Slq }k`i Florida dmay heR¢I se ncmners, mun rmnssesn with rcenssender, ebader I55 ES"mu#,mul eInc Department if you an ema a suppl ftriernaveone er, emae ,rou tee may be used forth a, mm wan the lika ma ee.N mcl Me:e5no aremopublic" re you a e you ar not uwishnder to suOGIY a ,:sonal aaseedu dense ' om.me me otparcmenr with an enel accre��m ran ce made e.a aae m Ilia,nert To eedrm ne r roo area "anaee once.ccede.ass,rs. please rna Dean ry NOOUR M,rvra.sompo: Credit Card Safe LX,:^xxw.Ilmdabmlding empi e„_dtl wp,�arm CEVXQwIOglba MTOhbX5w22511ELCm5GB,YC,] W,B46%2RO7LR°Lie%3d1 a vV202024S it PMl BUILDING DROPS 398 E. Dania Beach.Blvd Suite 338 A Perfect Solution in Every Drop Dania Beach,FC 33004 Ccni ficatc of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdraps.com August 17, 2016 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 PRODUCT NAME: Fiberglass Door Applicant: Trinity Glass International 336251n Way S Federal Way,WA 99003 Dear Sir(Madam), To the best of my knowledge,the above-mentioned product conforms to the 51h Edition (2014) Florida Building Code. Please note that I do not have, nor will I acquire,a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the testis),or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, rrr0 ire i Ste:'• � �O * 7 :. W OT •:• [ P; Digitally signed by Hermes F.Norero,P.E. i�'FSS7 .. Reason:I am approving He Date:201608.2614:29:07�04'OOument Florida RegisI III tered Professional Engineer#73778 Page 1 of 1 — -- Q�TRINITY IiLANs INmALuiIw NOES. Trinity Glass International °"E, TANTa""xGGIB�aME°AT NN� pa GLAZED FIBERGLASS DOOR x, ; � G�Gn. EMGNH. m MNUM OF BER IGMTO rp�aI..CYK'"E IMPACT OUTSWING NOFTHE XI a O LICTSOFGa °GGGT INSTALLATION OF THE UP.wux sl¢usreO. _ Wr m EM ''�� 3. INSTALL INMYIWNIN41µ1p1IGXPXDR..Ca L.n TOLERANCE 4,6 BE $�LL' i Of t IR INCH ILL. mp MALU npN°f i°LERACCIEr. w n"OCA"x"iEG%NOT COMOLAINE FROM ONE INSTALLAMOR GENEPnI xprEs: W mud j �E TRUC11CT SEAYH ISIMINS,MX..E°]ND w oij j. AS REGUEao AT EACH aMrTN�iION UNCROSS ACTIN TOG uF NAMED To COMPLY IHmE(RECENT FLORIDA TABLEOPCONTENTS ° `o eMENAGa NGsNUMlMJ MA M LEWSBA STACK YCW IN BUILDING CODE SMCI INCLUDING ImeAIm HAS SEEN sxTIwBRS wASE OP Inswcx ORGREATLRoccuRs. 'AccoH°NG To IRE FGIlGwIxG: SHEET* DESCRIPTION /I 'EH (R alWt IF COM"T UCTE➢°f REGH°Exsnv LAOYK CW TAS.1-ae g�� F BETTER igs At W 1 General notaa T�EBYM 2 T ical elerv9dons,des n lessuras �u miux FME'FOR lAs LAMGN BOND LA ID III USE iMEmM1pf lrpi.°uuPAxrswromsclawnoFwFFlcam LENcrxroncwEVE 1 3 T elevations. as. OT....MUSECLAMIN xmwow SUBSTRATE.IawNIu+ECGE ASYS Eali. q T ical elevations,deli npressuras KTNICE OF w STILL BE MMuvAMEo. . avl 1. 5 T lost elevations,Cast sums mrrop°r Rnu.E.FoRlxaruC.RYMomHaemvMM Er. n owcroF THE ExlsnxG srsllmusµ 6 Dom el CUUMAD"ClIon Cetaft lt) m MAPSCHU w1w MITo AAl�msoaaIF.. CERESSITING$YTEMxx CAPABLE VIANwMmnG s Or'=11ATEENOm KrrMMNMIM f°Ar HEawrlucsrsrEMcnAUDOLUNCRIC"nuplxa. T Gaut details panel consWdion details z eneew°HiErrtlNrpcoxcNErEiMnsonsv, rxeNSFEHNwG nEFuso>nooum LoecaT MAD fAaSIMSTI1 RECORD THBmo:CTOCAwESR°+ 8 Glazi delalls 0 CANTS IN LUMEN TANDOT LIMITED DISTANCE STUCCO COAST Nrtecrof REcw+C EpumEPaoLEmpFlxsTUTATIw. g Verllcal clvss sectons 1"t nxlsxcs mcwwxosulxm Lwrte°r°slucm.ww,ewcK ENEER C G. I 1xCINA TOlPROPE I JUSIDI A.R.TRADEFERALI LOACT TO IRS 10 Vertical cross sacgons mro RaoRESLr TwweELR au LonssroTre 11 Horizontal cans sactiona rc IusTAunnpu AucnwsnxGAssacwTm wROw+RE weraz s°"EinucrvxE etc THE..BY Us CTrc NnOEOFwRSOBIa1'1GvIM.' aoR wxcn COclrsresmmROTCT OFEEag1ATAULE rw 12 Horizontal aces slSmbns W Lwwoapx RESGrnm connuG. REcoaOFOamE RswEm«wsTAunTxex 13 Horizonal Goss sedbns � INSTALLATION ..Is`uc°..ANU.IsII��roMon?u+°mM CSO OR o""»we us r"E'AMC�TuunGUGET ACTUALCIALYROe ioa n saicie` iq Veltirsl&Horizontalcross secJana MEASURE,FEW FRES EDGE pf SOCK OF W.E or..1. IF RTC COr1DInU19 CARED INSTALLATION TO CLIMATE 1g Monzantal cross sections ,wlxrmrofgcssxeuof eLocx. SITE MURE.`MGGATABEDxEuew.AUDENSEu 16 Buck BFrzrlre anchonn E. DEGLALLARD.ARCHAIC venLL SE AMTALLEC M ALOGewNCE ooa'"IMENCY FOR use LA'T�HI THE opFCUSNE rrc+so�E van iT guck enctari HwAGROR ufNCYGHEREMETu. CTS. swcn°"a MEw. ig Frame anchonng 5 ...GHa 9FALL"m AS M.IN SL9STMTEB ARM AAAA'0 1tf33�: k sFHEx�m pLESS m.N THE MRINEUR STRENpm SPECREG BY APPROWT,LErACT PROTECTIVE SYSTEM xm wEolv�E° 19 Frame anchonng Mp NAIMI EATER FdLTFIEI Cr. 20 Frame anchonn o.• 6. 1. waTnunnpNcaxwnSAc w mesRTaooucrsxea .w RaxE ewE B fB wulox MATERAc wooOw wc 21 AE Buck andbrin BEopu suaziRATEuwiEauswrtHrxE Fawwlxc u; APOPEm m IES'. I. cLAuc MATswnE FMLRGLAss 22 Frame anchonn �: n.w000.MwnluusPEcncolwVlrvm FUSE. 23 Frame ancMnng w . cxw.LCwrc ournuwcwu-smExammuFORunxcE rp 21 Buck anchonn �ih�.>` 'O nsTMcm.Mw.11-mm REL 25 Frame anchonng ': H YPI�FAIsNt 28 rents M27 Com ents28omrents 29 gill otmatertalsMa;tBllyagNBd MHemles R.MGleip,R.F.PeaBon:IzmBovrNVmgTnisd°cM11Mm 9.SP MP%.OA. 3L50-M OA. aD'� i. . i_•95 FPAME WIB THJ� � FRr1ME WIDTH —� 1 3 1 uu C g ~a p3 L X o 0 A 2 $ $ Z / 0 > 6 i 9 DOOR MTTN RECTANGULAR LITE DOOR WITNOVAL LIfE g e 64. J"•0 M b3 i ....... 3�,• o L' MAX. FRAME LRE DESIGN PRESSURE(PSF) w: ,� s DIMENSION TYPE PoSRIVE NEGATIVE yid;•., RECTANGULAR •i3.i -03.0 �'.�y �N�0``� .. . _ OVAL own FL-20867.1 sNER. 2 OF 29 Id 7F MN 04 II2.w MM.OA. R Q0 T0.1N1fY GLR95 F ME WIDTH Fgq WWTH Ewa � X � p (7m L 4 P S O $ 3 m SL111 Z u CONTMUOUS HEADER AND SILL CONTINUOUS HEADER AND SN.L g .P•`O b33�� A CONFIGURATION FRAME JAMBd MULLION TYPE DESIGN PRESSURE(PSF) o�P.,.......... � DIMENSION 'd POSITIVE NEGATIVE LL OlM(O 7&75'%00.50- WOOD M0.0 -70.0 W ff 5 '.. PVC +65.0 -55.0 b •• . .•: O%O 112.00"%B0.50• WOOD •N.0 -S&O "C -55.0 -Ko 6 �x z OWG N: FL-20867.1 SMEET 3 of 29 _75,51Y M.OA. 113.50'MAXOA _ [R1NI1'r oLn3S FMMEWIDTH FMME WIDTH 75'MULLION .IS'MULLION .SP MAX 3] . L.� 3]25'MAX. 3T.50'MAX. 3)35'MAX. _ FRNAEWIDT FfUMEWIDTH �FFWAE WIDTH��FRAME WIDTH m _ I + _— 1 �� Raw •^�'aS X o O i O X O N s + s p � U` a g ArMAXOESIGNPRESSUNE S pCONFIGURATN3N FRAMEJAMB S NULIION TYPEOOVENSIONPOSITIVENEGATIVE•60.0 .70.0O%IXOT5.5O"X 6O.'A" � s55.0 LS.OE OXO 113.50"X 60.50" WOOD •5+L0 4.5.0 PVC R55.0 d5.O cs � �4 adz OW6 N. FL 0867.1 SHEET: 4 of 29 150.00' MAX.O.A.FRAME WIDTH 74.00'MAX,FRAME WIDTH-- 75'MULLION 74,W MAX.OA, 37.25'MAX FRAME WIDTH FRAME WDTM 1 s X X 0 X O X O Z o E 1 / w ----------------- 3 3 $ 1 55 d MAX DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) CONFIGURATION FRAME ALUMINUMASTRAOAL PVCASTRAOAL DIMENSION POSITIVE NEGATIVE 4 %X 7X.00"XBO.SD" F55.0 •33.0 OXXO 150A0'X 80.50"1 455.0 1 45.0 N7.0 1 I7.0 o r . N <a 1Ti I� Dwb#. FL 20867.1 5 of 29 LVL STILE 0 FIBERGLASSSKIN SEE SHY PVC STILE CAP a 1.50'— 23B'— 1.SC FOAM CORE INTERIOR �� IT• I '127 1.2Y' LSB' h. 2Y Sr 8 a P EXTERIOR 1 OC RAIL '1w SEE pETAIL2 IY_LVL LCCK BLOCK . 115' paR 31 f PVC STILE CAP LVL STILE �� m- (1 HORIZONTAL CROSS SECTION a.fa• W a3 i Sae 5 2,38' FOAM CORE FIBERGLASS SKIN d� Q�IN S3.I5 PAN .�.I 36]5 ..•fo_.j 333 p ?a _ EL WpTX PANEL WIDTH - LVL K BLOCK s ` zt'OLO 1550•DL.0. S.BB• BLOCK sa� c 18 TS' 5.50' N 'm / / 5 INTERIOR Z O ry^ O SEE SW a9EE DETAIL 1 X OETAE 1 DETAIL T EXTERIOR lU l 8 n m i my FIBERGLASS YARN T 8 0 REINFORCEMENT (: / ® I LL EPO k B3 %Q.A �FIBERGIASS SKIN O "Al DETAIL Z '4 BOTTOM W .., 4%' _ RAIL PVC .S. , r":UFA=WR SET HARDWARE 1%' '�yd�j�"'pROF`�g MSCEL 'S3.1• BY LOCKILEAM0.TCOMW(/�GLLAZEDDOOR /,GLAZED DOOR VERTICAL CROSS SECTIONFIBERGLASS SKIN0.0]YTHICK MIN. V FOAMCORE SPOLYUORETH CXM!NLOCK:F-SERIES FL-20867.1 FOAM CORE POLYURETHANE )EA)BOLT BW SERIES SKEET 6 of 29 FIBERGLASS SKIN je r@,�SEE SHY 8 LVL TOP RAIL F O�COR E INTERIOR T� Ir T 5r STILE- SEE DETAIL 1 EXTERIOR LVL ILE t 5 FIBERGLASS SKIN HORIZONTAL CROSS SECTION 3565' FOAM CORE PANEL a r 21 D.L.0 6 FIRFRIA-ASS YAM REINFORCEMENT P FIBERGLASS SKIN INTERIOR U) DETAIL I SEE SHT 8 z EXTERIOR Lo LU XY oc 1O.F LAL BOTTOM RAIL '57-1 S�UIEPANEL VERTICAL CROSS SECTION @ FIBERGLASS SKIN;0.079'THICK MIN 86 FL-2071 FOAM CORE:POLYURETHANE SHEET. OF 29 STRUCTURAL SILICONE STRUCTURAL SILICONE AB (SEE NOTE I) A! (SEE NOTE I) ��ntiNtT, 1�naS ALUMINUWBUTYL ALUMINUM SPACER #8X1-118"SELF SPACER SYSTEM 0X1-1I0'SELF THREADING SCREW IWANNEALEDGLASS THREADING SCREW ire'ANNEALED GLASS 0.O 'PV INTERLAYER O.M'P BINTERLAYER TDUPONT BUTACITE OR AM INTERLIIYER ?!( DUPONT BUTACITE OR AM INTERLAYER 1T2 "' 1/e'ANNEALED GLASS 1.I7 -' UB'ANNEALED GLASS A A AIR SPACE AIR SPACE Y 118'TEMPERED GLASS 1IB'TEMPERED GLASS I-O.A THK GLASS 1'O.A.THK GLASS r -1?GlA59 SITE -tl2"GLASS BITE STRUCTURK SILICONE STRUCTURAL SILICONE (SEE NOTE 1) (SEE NOTE 1) Gf OLALNG DETAILGZ GLA7J,NGGEIAN. we C DG$ F STRUCTURAL SILICONE STRUCTURAL SILICONE BB (SEE NOTE 1) ge (SEE NOTE t) MX1-10 SELF A-UMINSPACER WBIJ ML 9X 1-118'SELF ALUMINUMSPACER THREMNNG SCREW THREADINGSCREW u 1I0'ANNEALEDGLASS NS-ANMALEDGVSS 0 0,000-WB INTERLAYER l— 0.m.PYB INTERLAYER T..T DUPONT BUTACITE OR ASP INTERLAYER 1 ? pUPONi BUTACITE OR AM INTERLAYER 11T• IIB'ANNEALEp GLASS 1.T2' �'_ 1T ANNEALED GLASS MR SPACE AIRSPACE gg L . L +;.E owc IV TEMPERED GLASS 118-TEMPERED GLASS 1'O.A.THK GLASS 1'O A.THK GLASS STRUCTURAL SILICONE .50"GLASS BITE STRUCTURAL SILICONE - 50'GLASS SITE oO (SEE NOTE 1) (SEE NOTE 1) 2 G] G L D TAIL � GLAZING DETAN ����•`RO �N3pti t50'- rv�....... .. - 1.24' W, a 5 178' 11. 2.F —1 hd�/y..}ppOY,d 1- NOTE. (1FLUBN OLAZED FRAME �MANOGANYL/TE FRAME DWG a. 1. STRUCTURAL SILICONE OPTIONS SILICONE BY CAPSTONE ORDOW805 STRUCTURAL SILICONE ABSORB PCIASA ARBOR FL-20867.1 '"�' 8 of 29 K EMeIiVP.) B A C C f 2 3 EXTERIOR EXEERI 5 IWERIM IWER" CROSS SECTION V) rl VERTICAL CROSS SECTION T.RME"L, 0 �O;M WI U WOOD BUCK LU 1X�SUCK z LU INTERIOR EXTERIOR -,�?...........k VERTICAL CROSS SECTION DWG* FL-L07 867.1 sNEET 9 F29 ��rx inn a �Juas R D R ' ' � • t-itl'NM ' FIB ITc D.I6ITYPA • I S A u. (SEE NOTE 1) O - `© 8 � ISEE NOTE II C 1 ] ] < ` EXTERIOR / ] ] L EXTERIOR M INTERIOR L" INTERIOR (�VERTICAL CROSS SECTION /AVER®TI=DROSS SECTION SHOWNW�TID I1%WOOD SUCK V) m z 0 EXTERIOR INTERIM 1-1 Loij 1 ' O (SEE NOTE 1) 1] D • I.1N'MN. O � . It EMlfTN! /3\ VERTICAL CROSS SECTION '" m i oo' a NOTE: owls a: 1. SCREWS THRU HEAD JAMS AND SILL EACH SCREWS LOCATED 11 DISTANCE OF SIDELI C TE PANEL WIDTH FROM EACH ENDS. 1 L-208 V 7 SHEET.10 OF 2l 1-1N'MIN EMS.(TYP) I 1-1I4'MIN EMS.OYP) Ii �sx C 1 } ] 1 2 J C W O N N O B O 1 INTERIOR INTERIOR okw S�� e (SEE NOTE IIO C SIC t S E } E%TERIOR EXTERIOR S 4u XOR20NTAL CROSS SECTION NOR20NTAL CROSS SECTION V.S�SXOWNWI2X WOOD SHOWN W12X WOOD BUCK Z 1414-MIN EMS.(TYPI _ 1-11P MIN Q ' EMB'OYP) H C 1 } J L0 1 } J C j Lu L L Ix INTERIM INTERIOR 11 •� g N R �'F0 . B3'�Vi S ^ IF NOTE 1)0 V E } EXTERIOR EXTERIOR p Ting -' /31 NOR20NTAL CROSS SECTION (1 ^0 3i n O �5 XORQONTAL CROSS SECTION SHOWNWI I%W000 BUCK SHOWN W/t%WOOD BUCK 0w6#, NOTE: FL-20867.1 I.SIDEUTE SCREWS LOCATED S'FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE ENO SCREWS. SHEET:11 QF 29 1 2 3 1 INTERIOR INTERIOR s 0 it O CG E F 0 (SEE NOTE 1) (ME NOTE 1) E F 0 EXTERIOR EXTERIOR UZONTAL CROSS SECTION qp NOR60N7AL CROSS SECTION z 1 2 3 INTERIOR 1 > 5 z S LU O 7 8 MCIZOONTAL UNUS SECTION 7 8 EXTERIOR HORIZONTAL CROSS SECTION VY Aw i.,11 NOTE: Dws#I SIDELITE SCREWS LOCATED 6-FROM EACH END OF SIM B AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS !LL7L0867 I 120F 241 U 1/ INTERIOR INTERIOR 1T 1 / O 1 (SEE NOTE NOTE �j O 11 (SEE NOTE 1) ,5 ,g �m E c E F 1 dm � ; 6 EXTERipt 1 / u a E g EXTERIOR EXTERIOR NOR20NTAL CROSS SECTION HORIZONTAL CROSS SECTION 1 f INTERIOR V n / Z O INTERIOR � 1 0 (SEE NOTE 1) D > I1 1 (SEE NOTE 1) � D .q I d1JD Y b E E +.++�P.........,..'Y / EKIERIOR EXTERIOR T / O; a� s �NOR20NTAL CROSS SECTION SECTION NOR20NTAL CROSS SECTION ''q�N ♦Pt+ t`d� DWe u. NOTE FL-207.1 1.SIDEUTE SCREWS LOCATEO 6'FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET'13 3F862 9 EMTYP) C D b (MIN B I a EMSTYP) Fl ial lir pt�s SHEET ROCK FURRING- % SHEET ROCK D „ FURRING D S INTERIOR (SEE NOTE 2)0 $ jp nu mnv F INTERIOR Y N N 06 tl 3Q Q p EXTERIOR K C D Ly Cm33 £!S '$ EXTERIOR K E B A n HORIZONTAL CROSS SECTION �2l HORIZONTAL CROSS SECTION ALA Direct b masomy Dimid m masonry (St M'rnm ymb) (5.114'min Jamb) Z m K K Q J{ SHEET ROCK SHEET ROCK j FURRING FURRING 11J OC C _z ra ZE Q [[ 72 S4:P . .. �1> w —w O �. O b D (SEE NOTE I) D EXTERIOR EXTERIOR INTERIOR INTERIOR N t PR I n VERTICAL CROSS SECTION (, VERTICAL CROSS SECTION Direct to maam) `� DEaM to nmm) c Z 2 (5-0II'min tempt (i114'mn)ambl 3 NOTE: bwwc u,o eG 1. SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 1 L-20867.1 2.SIDELITE SCREWS LOCATED 3'FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET,14 OF Z9 1-1I4-MIN M ]'RINI'1'v GiaS- 6 EMB.(TYP)1 f T 9 C H O w 0 z§S 4 C 1-11d'MIN INTERIOR 6 EMS(TYP) f SHEET ROCK aG agi FURRING e•�O � =p rcQ4 R A C u gpm� a INTERIOR ` EXTERIOR T B I V e (1 HOR2ONr. CROSS SECTION L15� SHOWNWIT%WOOD BUCK V) u o Z f 1-1I MIN "P O EXTERIOR P EMB.(TYPI N 1 T J C Ly T B N Y L a �HOR2ONTAL CROSS SECTION - Dired to masonry Z 5 (S1N'minjamb) INTERIOR Z, lm' LL W /�v� Y EXTERIOR T T A HORIZONTAL CROSS SECTION We#: SHOWN WI I WOOD BUCK FL-10867.1 "EE 5 of 29 a'I— SEE HINGE - aQ„x,.�i; piA�9 DETAIL 1 D _ AND HEAD D 2%BUCK a M 2%BUCK AND"Be i� N t%BUCK m a a P DIRECT TOt%BUGK MASONRY D ONRECT TO Q E • IMSONRY me V'I oC.(rvv.l E 1XI2%BUCK TVP NEAO ta' NRIGE DETAIL dJAMBS oclrvvn Gxu �a zx BUCK DOORFRAME 22 E i C(NAx. F MASONRY OPEOPENING NI SEE HINGE d OETAIL2 G 2%BUCK N 1X BUCK Z P DIRECT TO TYP-SL. • MVSONRV Q\\� E 5 NINDE DETAILI � Lll LL M• . BUCK ANCHORING HINGEJAMB FRAMEANCHORING STR/KEJAMB Masonry tpwFuclbn CONCRETE ANCHOR NOTES: p A k .. % 1.Concrete enthor locations noted as"MAX ON CENTER'and at the comers must be � pO . adjusted to maintain min.edge dislance to mortarJdnts. Additlonal concrele and ds, `p m y. may De required 0 ensure the"MAX ON CENTER*dimensions are not exceeded. a 2.Concrete anchor table: " • ' wl� tits son m¢Avaxs uwasW+.wrr:.o 2X BUCK 1 ' . FT¢u 92* Farxousncr'—c 1%BUCK N 7 4' DIRECTTO P4' MA501MV 1-1/4' 3' i-tl2" o z WOOD SCREW INSTALLATION NOTES: STPJ"PLATE DETAIL DWG M 1.Maintain a min.WS'edge distance.A t"o.c.sexing of wood screws to prevent FL-20867.1 aplildng alwpptl. SHEET 16 of 29 14 4r" O TVP.HEAD 1 B JAMBS p nr a 15.,a•MAX. F o=W FOR REF.ONLY O.C.(IYR) g m f C MASONRY OPENING N m Z 0 Uj BUCKANCNORINB CONCRETE ANCHOR NOTES, ,.?O N3gH I.Coxme,anchor b tlons noted as"MAX ON CENTER"ark at the corners must be ... . adjusted to maintain min.Wigs distance to mortarpmet. Ad hmuil concrete anthers may be 0. s required to ensure the-MAX ON CENTER"dimensions am net exceeded. ¢ .. 2.Concrete anGlor table N l .wGrn arcron =. Ill clFlnwr£ um CLENWI¢i0 WfA,'.;�F �r �weu ax1-1/4' mxraaxmaoss nwusnaxr.wcwa CONE/GURA TaKN/5 ��•.,yarN"�ppDf`Q revcur°�s 7/4' 1-1i4• 2• d' E 1/4 11 r x 314 1-1/4" 3" 1-4 3 Z DW6# WOOD SCREW INSTALLATION NOTES: ws#: 67.S 1.Maintain a min.5/80 edge distance.81"o.c.spacing of wood screws 10 prevent splitting splitting of wood. y,EET.J 38 7. fE ._, SEE HINGEa• syrvP.I DETAl1 B A 1 1T� TOYsTRMEPLATEDErAIL oc.rml nozx auocfom) DOORFRAF0 3X BUCKasp N IX BUCK K EwP DIRECTTOMASONRY MASONRY OPENING E EE HINGEDETAIL] ILL F Bt8 o_ O 2X BUCK a B NIX BUCK Lll L P DIRECT TO O HINGE JAMB MASONRY FRAMEANONOR/NG STBDfEMULLNNJ E Mewmy mnewcmn HINGE DETAIL] 55 1.Concrete anchor bcatlons rmtad as"MAX ON CENTER'and at dire comers must be I"r i bj tl atlrysted to maintain min.edge distance to moRar joints. Additional concrete anchors I I 1 A-01 , `."' maybe required to ensure the-MAX ON CENTER'dimeraicns are not exceeded. O O EX 4NCNOB MIN ale CLEIWNCE Mm[LfMMCE TO z% DaXaa. MBONFxIIONIaLVva" va" um+cw• 114" 1-1 M' I WIT I 1-ler 3' 1-12' • / O ce i WOOD SCREW INSTALLATION NOTES' 4X VIEWA-A VIEW A-A VIEW B-B VIEW B-B bw6 N, 1.Maintaind min.ng o wood,e QlstBnCe.B 1'o.c.apedog of wood screws Hoed td rd 11iOF +atl ulhorn Heed l0 ace Fat Na Nation) (S tondad nr atmrhmenl (T to mWlbn aNac ldan) FL-20867.1 10 prBvant splitting Of wood. (SMndard or Fat MNllkw) (Twopiece Fat MWlion) ISlandeN or Fet MIAbn) (Twoyiece Fat Mupion) 5HEET,18 OF 29 1 P -SEE HINGE 1' s4IYP1 1 I DETAIL 1 a J. ° H 2X BUCK ' L IX BUCK .`•g DIRECTTO ii oo'Nuc TYP.HEAD STRIKE PLATE DETAIL L' $ N oc oYi,) IXI2%BUCK A.IM1SS '(MN.— _ _ — oc'"P.t LLt < ODOR FRAME 3 ssv N 1%BVCN — — —r P DIRECT TO �u MASONRY E MASONRY c SFE BINGE OPENING DETAIL 2 HINGE DETAIL I In m — 0 D TYP.BILL F a N - - - - O 2X BUCK N 1X BUCK ui P DIRECT TO of HINGEJAMIB FRAMEANCNORING STRIKEJAMB MABONRV 5 E Masonry Comtmcaon HINGE DETAlL2 CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as'MAX ON CENTER'and at the corners must be d�p,Q'.••^^•. ' adjusted to maintain min,edge distance to modarjoints. Additional concrete andhors may be p ti•° required M ensure the"MAX ON CENTER'dimensions are roll exceeded. t-!' 2.Concrete anchor table: ar+IC« urcMx Mq. MN dU. 1 Yx oFMEe[E no iy .... hR a.. RI y,KgY1VEME WY15nEKrMOC1i .." •xP v°�x 1M' 1-1/8' 7 8' ••'yeti..<PR o�� 3116"1 1AW 1 3' 1-12' WOOD SCREW INSTALLATION NOTES: owe N. 1.Maintain a min.5/8'edge distance,S 1'o.c.spacing olwood screws to prevent spicing of Ymod. F�.-20867.1 BHB'19 of 29 G- Q�TRIU 1 urA44 SEE HINGE q cRVP_I I "'• DETAIL 1 I E. A 1 TYR — D DIRECT TO — �� 6�rtv�ne�R # MASONRY � .Q� � a.CmT`P) IV2%BUCK AMBSD ASTRAGAL SHOWN 14'..I ��� STRIKE DETAIL iIS zi FOR REF ONLY DOORFRAME 41o"- XBUCKKECTToMASONRYMASONRY OPENING SEE MINCE DETAIL 2 _ _ HINGE DETAIL 1 Lt) m F O Z Y.SILL B�B 8 LO C I G 2%BUCK N ix BUCK W R DIRECT TO NINGEJAMB ASTRAGAL MASONRY FRAME ANCHORING E Masonry wmirudbn CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1.Concrete anchor locations noted as"MA%ON CENTER"and at the comers must be �J`��O ♦N33N 3 adjusted to maintain min.edge distance to andularloints. Additional concrete anchors may W required to ensure the"MAX ON CENTER"dimensions are not exceeded. P ♦NCWq µCNN eav MIN.CLEF v MMCIFwRNICErO G ]2 R r 1. sue EMBEIXAEm mvPsvveYEr4E P CL$ EM PNCIpq � W -� rAv"P miwmxx 114- 1-i M" 2" 4" mrencan• 1l4' 1-114" 1" 4" iron BIIE x 3116° 7-1/4" 3" 1-11-1/2" _ �o '" m� u�z nacocxs` WOOD SCREW INSTALLATION NOTES: M 1.Maintain a rain.SIR"edge distance,&P ox.sparing of wood screws WEWA-A WEW B-B oVi � M prevent svlNting of wood. Finigal Sth s @ Head Astragal Strike @ Sitl IFL-20867.1 sHEET:20OF 29 a• 4 _J B TYP.MEAD � I �LL y�Y lk2XBUCR ,y u Qa i q 4 o c cnR r $ FOR REF.ONLY I G MASONRY OPENING N m Z H Lu XP W « • � o SUCKANCHORING CONCRETE ANCHOR NOTES: ""10 1.Cono ate anchor locations noted as'MAX ON CENTER"and at the corners must be 0p•" """+� FORRAT a adjusted to maintain min.8 edge CENT to moiler joints, m ntlonaledlec. aanchorsmay be CONfiRE/RATIONS OXO repulmt a ensure the"MAX ON CENTER"dimensions are not axceetletl. s 2.Canasta anUror lade: +ac"ox wx+ae WP ew a=rwa we 6sAMP.CE TO W'c 1WE SI EWEMfNf 10 4xR.FDnE M1119_IEEM/IILII 'i d��/•• n`l B�Vlltfl 3/16" IA/4- 3- 1-1/2- 4 0� Dw6<: WOOD SCREW INSTALLATION NOTES: FL-2OH67.1 1.Maintain a min.6I6"edge distance,81'o.e.spacing of mod screws torevent p splitting of wood. sNEET:21 OF 29 —r-- - — 4' _ QhTRINII) 4LNSS SEE HINGE I—� ocltta'IM.1 OETML 1 Ar lq I B ) � � ) r D q nw mw•�n X YI(BUCK T TI'— •e �1X — DIRECT TO — �,• ,O.a. ya 3 MASONRY yy TS t 3t[m MV(. TYP,HEAD STRIKEPUTE DETAIL P �e O L.prv.l 1%I]%BUCK BJAMBS 1r ` el IYE DOORFRAME — — F � c B sse - - -r MASONRY E OPENING SEE HINGE DETAIL 2 _ HINGE DETAIL f ur) m • Z 0 • — �TYP.BILL e B W w HINGE MULLION !J STRe(E MULLION ix o FRAME ANCHORWG E MaEonry conabw:don CONCRETE ANCHOR NOTES: HINGE DETAIL I 1.Concrete anchor locations noted as"MAX ON CENTER'and at the comers must be `w,p • 8j3 adjusted to maintain min.edge distance to morfarjoinhi. AddBbnal concrete anchors 1 1 1 ` EEC')....."•:k may ba nagaired m ensure the"MAX ON CENTER'dimensions are not exceeded. .1NLiMa ixef,NT MW. TMAS 4ry E. WH4FARAVEE iO °ZX ° li 1— GF EMBEa1FNT i0 MA5UNRV EaGE IDJW'naN .WCMgi 1 1 1 1B y.. is - ;'G°".vro`, x v4' 1-vd• z• a• s ... uTP'61 114' 1-1/4' 1' 4' •�'y'PJ'•.4'PRE„'* ,"1 3116' 1-114' 3- 1-12' • • • • 1 • k'a � S Oq% n• X WOOD SCREW INSTALLATION NOTES: VIEWA-A WEW A-A NEW&B NEW B-B pyKy_ 1.Maintain a min.518-edge distance.3 1'o.c.sparing of wood screws Head m motion adachment Head to muNon attachment Slll to mullion aeacnment SIII to muXion attachmem toprevenl Splilhrgof"od. (Stendand or Fat Ali (Txo-plew Fat Mull (SNnderd or Fat Mullen) (Two-pace Fat Wilton) FL-20867.1 sIEFT 22 OF 29 'i —� —n <" _ [AINIi ti.fj l-F^9 IDETZ NGE I a a. o L 1X BUCK D DIRECT TO RY MASON _ J TYP.HEADI1XI2XBUCK BJAMBS o.c DOORFMME F g p S S 550' Ft LL gY� 1 MASONRY E E HINGE OPENING DETAIL 2 — _ _ HINGE DETAIL 1 � m D sil l LL F e O in it n ji ij i - G 5 CCa HINGE JAMB FRAME ANCHORING STRIKEJAMB E Warr,contestation CONCRETE ANCHOR NOTES HINGE DETALL I e i.Concrete anchor bedions noted as'MAX ON CENTER'entl al the comers must be ,•Y.�o-0 adjusted to maintain min,edge distance to mortarjoms. Additional concrete anchors O t- may De required to ensure the"MAX ON CENTER"dimenslons are not exceeded. g NKItl0. NIGKq MM. MN.CIEA4MVCE MiN CLEORM'CE IO NU 1 BIBEpA Ni in NA9pXgY EIX1E 1➢JUeiNEMAVhgq NL� ^ -� TVcW tM' 1-1/4' 2• a• f F mWAwxq 114' 1 1-11'r 1' d' ,•,°.3H..a PRO •*F "Xox 3/16' 1-1/4if ' WOOD SCREW INSTALLATION NOTES: no 0 pws a: i.Maintain a min.WB'edge distance,B T o.c.spacing of wood screws FL-20867.1 to prevent spitting of wood. 5HE`T'230F 29 f � D m w •• J NEPDS ••� y : E 15.13•MA%. QC.(TVP.) g FOR REF.ONLY OREWNRG Z LU BUCKANCNORWO CONCRETE ANCHOR NOTES: CONFiGfNU1T10NS ,`.'o- Y a3,yYa 1.Concrete anchor locations noted as-MAX ON CENTER'and al the comers must be 0 adjusted to maintainmin.edge distance 0 mortar joints. Additional concrete anchors may be a reaulred to ensure the'MAX ON CENTER'dimenslans are not exceeded ' 2.Concrete anchor table: , nNLxg1 µEyp YN WW¢ENNYLE mN CL4RAVCE iO E suE ueEOEart To.EM•E xoa>smsm Nrwmca •��baj+•. . '•pf ,�, uEma'NLOcoNa Ur1-IW t• 4• o y� wa E S .nrca+°�x Nil? 1-t14' 3' 1.1/C nWb p: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1.Maintain a min.5l8•edge distance,81•oc.spacing of wood screws to prevent spldeng ofrood. 9REE- OF P') SEE HINGE a — (L4• — xmns[;TA` .. r DETALI •, - 4• 4• —_�s'p'�n aD�..r .....:- � I I A A N 1X BUCK IX BUCK MASONRY ^�('r) 1=XBULK TYP.HEAD . FOR REF ONLY oc mP� o� DOORFRAME MASONRY OPENING SEE HINGE Ti GETA L I sK. g��g I I I I I I I I I 1I — ' w D a F HINGE JAMB FRAME ANCNORWG a ASTRAGAL Masunv mmauction ° CONCRETE ANCHOR NOTES: g 1,Cmxnete anchor locations noted as'MAX ON CENTER'and at the mums must be E �.���µ0 ♦a33y'"a adfoetad W maintain min.edge distance W mate,onis. Additional mnaem anchors Eu� may be required W ensure the'MA ON CENTER'dimensions are not exceeded. WEWA'A NINGE DETAIL 1 I 28 e. Ashagel SDIw C head NI R A9 Mlu. MM.cL[nPNILF MM rIIA.ry Th a Nf r. IWE EMB Ir"I" TUMISONws. ..T.mNILlpP f y mi s 1/4' 1-114" 7' 4" s .�L�H �f a Lm 1/4- 1-1/4' 1. 4' G T miry •P1E . E IrneuM 'O � rwLwilx W18' 1.114' 3 1NT S o b WOOD SCREW INSTALLATION NOTES: E 1.Maintain a min.5/8-edge dislaax.8 1'o.c.Spacing of wood strews Dwb w: to Prevent splitting of wood. VIEW B-B HINGEGETAIL 8 STRIKE DETAIL 1 FL-20867.1 Asaagel Bnxe @ Su sHEET:25 of: 29 1.98•� �5.25�� t T SIDEsdv4•« JAMBS $ •� tHEADuro«i N a s MATERwL:w000 �� '�_g� O O 8 ass^� �0 E ® e $ ® O J rG$ E 2 A4 HINGE a MATERIAL:STEEL V SIDE d HEAD JAMB$ � � MATERIAL:PVC N o Q > LU n ODTSWING 54L o ® SIDE d MEAD JAMBS ° J ALUMINUM WITH PJG SUBSTRATE MATEgLLL:PVC 2 .•"�O k b 3�i R 6.58' �.• p ....3 H 4,N' 2.N'-y o oG'^ 3h a4 4HZ (� SIDEd HEAD JAMBS SILL IREYDETAIL v SW6HEAD JAMBS MATERIAL:PVC �/ oPnowt oWE#: MATERVL:JZ FL-20867.1 "'260F 29 ase 8 _ _ �TSWING SIDELITE SPACER � � M � Q V MATERIAL:PVC EDE A V STARD MULLION ( �" V ANDMATERIAL: w� £ 0 4se• r G^ E O n I $ Z FAT MULLION j U MATERIAL:PVC Uj MULLION BASE KIT 333 OPTIONAL URETHANE GLUE 4.M' URETHANE GLUE • , •p POe • a33H. ��TWO.PIECE'FAT'MULLION G,8 g LL MATER4LL;PVC Wi •i�3N tPa�.�� AND_ M8x1141'PRH WS(4 NEAR SIDE) R zrz mN v STNATE� M, GN SECTION A•A 08xi 1M•PRH INS(4 FAR SIDE) 05 3 d DW&#' FL-20867.1 �6"T:270F 29 OO� SCREW LOCAT LATCH(BLIND HOLE) U... . T (TYP.1 DEAD BOLT(THRU HOLE) I 5.50' 33.13" wn$ LrnoD STEEL Ta I 1,B3" 2.i5' 3.>5 Z. 3.o 10,75' 250• 8 ,m:.n mQ a•O� 1STS'— t050' 85 Am roPBOLTRETAINER 28.T5' 26 iS.50' C $$$$ 9-WCALUMINUM 6 O BOLT RETAINER SLIDE BOLT ROD 265` P F y1� � ALUMINUM ASTRAGAL vs^ ALUMINUM ASTRAGAL AWmmum WEINAal Asse CJ BS AMmlmvn PsbapN by ENwe AwaB Rrobua¢ N m' m5 Z L�-784 SCREW LOCATIONS(TrP.) VI K ITS S.Sw MAT � � b, AYUSNBOLT BAR Dierasi lmc 20.25' 1838 1 p —o © �32.25 5.13' �pZ 43.62- L Aw —T- O %a33'. —� h-1.DS' FLU�SNBO D DEADBOLT(THRU HOLED LATCH(THRU HOLE) i3iy %ppOE,.* DW 3: PVC ASTRAGAL S�.:;l by ZI11, FL-20867(.]1 VC AeVpa�semNy 5HEET:28OF 29 BILL OF MATERIAL �sr..nr c�nss REM. BE8CR8'+TpN MATERIAL A 1XBUCKSGW� ,55 WOOD B WORD " C 19'MAX.SHIM SPACE D iM'X2.3M'PFHELC0ORITWCONCRETESCREW STEEL E Md%31YPFHWS MEL 3 yymgg F 89XVPFHWS STEEL F RiR G 99X2AM-PFHWS STEEL W H 1H0X2-ia PFHNVS STEEL tt I MIXYPFHWS STEEL 6 L J 95 X 1.114'DRYWALL SCREW STEELC X MASONRY-SLOW PSI MIN.CONCRETE CONFORMING TO AC)X1 CONCRETE �E y aSa OR HOLLOW BLOCK CONFORMING TO ASTM CMa L 114'%33/I'PFM ELCOOR ITW CONCRETE SCREW STEEL M 1la•X 3 llr PFH ELCOOR HW CONCRETE SCREW STEEL ti m F N 3II8'X3f14"PFH LCOORITWCONCRETESCREW STEEL 0 M8 X247 PFHWS STEEL i P 11EX2-lWPFHELC00RITWCONCRETE SCREW STEEL 0 98 X I-PFH WS STEEL R 31W X 2.314-PFH CLOD OR fTV/CONCRETE SCREW STEEL V) m S N19X8P HWS STEEL Z 1 JAMB IFINGERJOINT PINE-S ,42) WOOD O IA JAMBIFINGERJOINT PINE-SG»A2) WOOD 1„1 x JAMB PVC 5 2A JAMB _---.._ PVC 3 JAMB PVC 5 WEATHER STRIP OESD5500LON 8 3.SV X 4.W HINGE MIN 0.OW MIN THICK STEEL T STRIKE PLATE STEEL 8 DFJDBOLT PLATE STEEL 9 SILLKEV PCIASA 10 OI I INO SILL- ALUMINUM WITH PVC SUBSTRATE ALUMJPVC 11 11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET 12 SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - ���`�P•"'•••"` N 13 OUTSWINGSIOELrtE SPACER PVC » O• Fi'� 14 STANDARD MULLION(FINGER JOMT PINE BG .42) WOOD 15 MVLLION BASE KIT MASA N 1S STANDARD MULLION PVC W1d'•• 17 -FAT•MULLION PVCtPB04`.�•� 18 TW PIECE'FAT'MULLION PVC 19 1%MULL*Nwow 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALU IM NIIM 21 PVCASTRAGAL BV TRINITY PYC �o 22 ASTRAGAL BTRIKE®HEJ10 STEEL EWER' 23 ASTRAGAL STRIKE�SILL STEEL F6-�230867f.1 _— SHEETT-9OF Z9 Q BUILDING DROPS 398 EDania Beach Blvd. Suite 339 Dania Beach, FL 330D4 A Perfect Solution in Every Drop 954.399.9478 PH Certificate or Authomation:r9578 954.744.4738 Fl: contact@buildingdrops.com Product Evaluation Report Of Trinity Glass International "6'8" Glazed Fiberglass Door Outswing" (Impact) for Florida Product Approval FL# FL20867 Report No. 4418 Current Florida Building Code Method: I —D (Engineering Evaluation) Category: Exterior Door Sub—Category: Swinging Exterior Door Assemblies Product: Glazed Fiberglass Door Outswing Material: Fiberglass Product Dimensions: See Installation Instructions, FL-208671 Prepared For: I Tinily Glass International 336251" Wa3 S Federal Way, WA 48003 ``sswuu urugr , Prepared by: s Hermes F. \orern. I'.E= ?`d�.'�• •• PO t: Florida Professional Engit 4 73778 Z Z 7 Date:07/25/2016 Lu Evalonnon Report Pag. l -4 x m+av�a9�,.eoc„nKmE ec'iSStONAI. �S�`. o.re:zmboesa,c:am Dear Hermestf!M1iN?o, P.E. Florida No.73778 BUILDING DROPS Date: 0 44 5/2016 A Perfect Solution in Every Drop Report No:o; 4418 Certificate of AufM1onratlan:E9578 Manufacturer: Trinity Glass International Product Category: Exterior Door Product 5ub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(d) Product Name: Glazed Fiberglass Door Dutswhtg (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL 1f 73778)for Trinity Glass International based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does 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. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions FL-20867.1,signed and sealed by Hermes F.Norero,P.E.(FLC 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" [HVHZj. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shalt be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Cade and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing FL-20867.1 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions FL-20867.1 for size and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/25/2016 :q Certificate of Authorization:2998 Report No: 4418 Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida Building Code and Florida Product Approval system for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation Management Institute.(FeC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM 283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 Referenced Data: 1. Product Testing performed by Architectural Testing,Inc. (FBC Organization#7571910) Report M F5877.01-109-18, Report Date:04/12/2016 Report M F7081.01-109-18, Report Date:05/12/2016 Report#:F8603.01-109-18, Report Date:05/27/2016 Report#:B5950.01-106-38, Report Date:08/29/2012 Report#:C3995.01-10618, Report Date: 12/10/2D72 Report#:08467.01-106-18, Report Date:0112 3/2 0 1 5 Report#: D8467.02-106-18, Report Date:01/23/2015 2. Product Testing performed by Testing Evaluation Laboratories,Inc. (FBC Organization#TST4317) Report#:TEL 06-D918-1, Report Date: 10/10/2006 Report#:TEL 01370051, Report Date:10/01/2008 Report M TEL 01370210, Report Date:12/21/2009 Report#:TEL 01470437, Report Date: 11/30/2011 Report#:TEL 04251336, Report Date:05/05/2015 Report M TEL 01370079, Report Date:12/05/2008 Report#:TEL 02010411, Report Date:10/11/2011 Report M TEL 02010412, Report Date:10/11/2011 Report#:TEL 08-01370020, Report Date:06/10/2008 3. Product Testing performed by ETC Laboratories (FBC Organization#TST2411) Report M ETC-05-781-16179.0, Report Date: 12/21/2005 Report#:ETC-05-781-16208.0, Report Date: 12/21/2005 Report M ETC-05-781-17122.0, Report Date: 10/19/2005 Report#:ETC-05-756-10828.0, Report Date: 12/31/2001 Hermes F.Norero,P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/25/2016 Certificate of Authorization:29579 Report No: 4418 Installation: Referto Installation Instructions(FL-20867.1)for anchor spacing and more details of the installation requirements. Design Pressure: Referto Installation Instructions(FL-20867.1)for design pressures based on size,configuration,and glass types. Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4