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HomeMy WebLinkAboutAPPROVED FL 20867.3 {lunch E3udding C'�xl�i M11nC BCiS Home Log In User Registration Hot Topics Submit Surcharge Stat5&FaCtS Publications Contact Lls BCIS Site Map Links Sear[h dbpr i&yProduct Approval l - _ USER Publrc User AgQmval Menu>Pro yCt cr App{impgR,.ifarch>82Djj atlnn Lc t n Application Detail FL a FL20867-R2 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived ❑ Product Manufacturer Trinity Glass International Address/Phone/Emall 33615 is[Way S Federal Way,WA 98003 (253)075-7300 andrewn@trinityglass.com Authorized Signature Andrew Na andrewn[dltri nityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the 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 F.L20857 R2 COI C01 Tnmty 5,5-ZQ15 Q$-L5.t)df Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Ikup w%ik tltwidabuikhng.r gf pripr_app_dll.aspi.'pat:in will•NXQ%vlUgtbxPqOl.7lr°o2b!f5wIZ51fF.l.GM5G.BuYC%lrpFQ R4tP Fr07l-A1.3,d`Odl1211!U?fl?4 1 'ldl rinndn IlmW v 1 110 ne Equivalence of Product Standards Certified By Sections from the Code 01 affirm that there are no changes In the new Florida Building Code which affect my products)and my product(s)are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes O No O N/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 EL If Model, Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed"Impact"Fiberglass Door-Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL20867 R2 It FL-2086J 1 SS 2016-08-26 odf Approved for use outside Hill Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions, FL-20867.1,and EL20867 RZ AE PER4418 SS 2016-08-08 ode Evaluation Report, PER4418,for design pressures, sizes, Created by Independent Third Party: Yes onfigu btions, installation requirements,and limits of use. 20867.2 b. Fiberglass Door 6-8 Opaque"Impact" Fiberglass Door-Outliving Limits of Use Installation Inatru4Hons Approved for use In HVHZ:Yes 11 In-" RJ Il F -In-" 115 311E-OR 21 ndf Approved for use outside HVHZ:Yes Verified By: Hermes F. Noreen FL P.E. #73778 Impact Resistant:Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.2,and FL20967 RJ AF PFR4419 SS 2016-0ftl ndf Evaluation Report, PER4419, for design pressures,sizes, Created by Independent Third Party:Yes configurations, Installation requirements, and limits of use. 20867.3 a Fiberglass Door 6-8 Glazed Non Impact Fiberglass Door- Inswing/Outsmnq Limits of Use Installation Instructions Approved for use In HVHZ:Yes F 20867 R] II F J0867 a S1 016-I0 18 but Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:No Created by Independent Thirtl Parry: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions,FL-20867.3, and EL20867 R2 AD PER4420 SS 2016-08-06 odf Evaluation Report, PER4420,for design pressures,sizes, Created by Independent Third Party: Yes configurations, installation requirements,and limits of use. 20867.4 d. Fiberglass Door 6-8 Opaque"Nan-Impact"Fiberglass Door-Inswing/Outswing Limits Of Use Installation Instructions Approved for use in HVHZ:Yes F1 208 2 11 FL-208157.455 2016-10-18 rd 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 Installabon Instructions, FL-20867.4,and I'l 70867 RI AF PEII 6 20,6-na-n6 Mf Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party: Yes configurations,installation requirements,and limits of use. 20867.5 e. Fiberglass Door 8-0 Glazed "Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 20867 R2 11 FL-2086J S SS,�0 6- 0-I6 odf Llry:`wxv.fl-aebuilaiigwNPr/p_epdflwpn poem-wGLVXprtOpb%PgODT& bX5,2Z5[ILL(im-%BuV('r]pFk'.,Bt ffO7t.AS,E,411i 312020 24£ I["I' f loml.(I Will eWe rAlmo Apo roved for use outside Hi Yes Verified By: Hermes F. Norero FL P.E. #732/8 Impact Resistant No Created by Independent Third Parry: Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions, FL-20862.5,and FL20862 R2 AF PFl tt 0 6-08-06 ndf Evaluation Report,PER4422,for design pressures,sizes, Created by Independent Third Parry: Yes configurations,installation requirements, and limits of use. 20867.6 F. Fiberglass Door 8-0 Opaque"Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions -- - - Approved for use I.HVHZ:Yes FL20867 R2 IT H-20B62 6 SS 2016-10-18 Ddf «% Approved for me outside HVHZ:Yes Verified By: Hermes F. Nobel FL P.E. a23778 Impact Realatsnt No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.6,and Ft 20N67 RJ Ar p R49 21 aq 101 fi-0R-O6 oelf ,.^ 4, Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes configurations,Installation requirements,and limits of use. 1-lal 'a :it rear 1r�.;Yl me stets or Florida in an AaEeo emVlobr.coornont 3nma c�cL`^ -yM"nhl Under nwlw law,email enable—are punre hill.If You ao not in resw a wwrc Srnaresw eyes: ao m e zero elemenlc - au to the ent tr.Instead,mntea the oem by phone nr,maatora Iv �s waae ractaso.azl39s.-a,hl to section 45s.n511), Flonaa abom n,swal 0.1.xoly I,cen—arenam unbar charter 455,I5.m or t-de,me Department with an emah aWreae:t they have one the emaua r rywhem they be me.rot on:nal nammuniehpn with he foanube.r cr puce nm,t.m you m not man to hill Y a pe—.1 eadmaa,plea- Phil me Debarment with an el anomea balm en ce mate mad he m me o1ohl5TO aMermme if Yw are a ercnare under chapter 455,f.s„please clay,hya srshimea a An ....I Accepon l', .ld Safe bly` xxvllniJebuilJingmppnp epp-JILexVx?VxrmmwliEV%OwtOglbxP90DTrtiEbX5wII511ELtim5[ieu\'CNpFIESHWti2lfOtLAXidvld1129LZ11d0245at PMi BUILDING DROPS 398 E.Dania Beach. Blvd Suite 338 A Perfect Solution in Every Drop Dania Beach,IT 33004 c"Ww"c or a.nhor:zmlan lams 954.399.8478PH 954.744 4738 FX contact@buildingdrops.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 33625 1"Way 5 Federal Way, WA 98003 Dear Sir(Madam), To the best of my knowledge, the above-mentioned product conforms to the 5`^ 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, `cyV trl lulrrrrrr :ss DES F N 7$ s p/ 31./ F A�,� '•,SCpOP'•:'����� Digitally signed by Hermes F.Norero,P.E. % FS G� J Reason:I am approving this document HermetYF ����0�(�N�ss Date:2016.08.2614-29:07-04'00' nuu+ Florida Registered Professional Engineer#73778 Page 1 of 1 ruNm ocu Trinity Glass International RM:r __ "NORMATORTURWEI,<L.I GLAZED FIBERGLASS DOOR uwnIW"'A'SIs.N".TOBEN�U ORPpODUCi EIALV.TION DL THE wA...neTFT. NON-IMPACT INSWING/OUTSWING ,o Q r WSIALL INDIVIDUAL NUALIAATION ANCHOx4WnHIx A IOLEPMCF` CAMBINCHHE,wnw O H r xnwEW.nwmTgEFANCEs1 rTOLERANCOM ME NOT Tr WXT,CUMULA SH FROM ONE WTAUATTWA, OTEa RI IN CL N . _ MAWS E • sxw AS REDUIPED AT EACH INSTALLATKIN ANCHOR WITH LOST rww"WOD¢D Toco»IeiF vIT nna LUNPExI Flenw TABLE OF CONTENTS _ w 4 EAR DENSITIES MAXIMUM uLrnvraLESHwsrAcrc TUBE TN aYMIf LCaEEKKxuIRNGxWIZAM«.s SEEN SNEETN DESCRIPTION u dig b <NC«.S«wW«EEE OUNCE UCTE.O«L«ORDREATeP occw. EVALUATED YwororOlHE Fouo..w j—- GESTI TDlee 4 mwe SH ARE I alMu 6E coxslRucRDCf HGH DErvsm MSTICPT ww KEITfR ATTAJ: 2 T pica)elevations,Masi ,pressu res C S G$ E • T«ROOON TRADE FOR WEIuuTION INTO ZR ACCD FRAUIxa°SE AS mx 3 Typical elevations,design pfessures veDo xPEwsor surrRlwr ulr.«TOAUIEVF AAw I]OLD) 4 T Zeal elevations,riesi n rowUres EW M.,Wxla NouD IwTT..N.IUN FttE Y2.__ 9 p z. N.ewecrWA 1.11EXASTRALLETHILUCTUALL 5 Typical pan lconns,design pOSWEDORs ILL U+wsluuTusnocaxvETEP.IuswRr, NCI IpTIwTULD SITTERTY AND DS CAPABLE ASA MAIN Wro 6 Door anal consWction details f SSIS1 S1RSPOND R.11 NA IS THA 1UMNIND AND - wo SOFue_r TR.AmxeCUT as Tw ANRLIED PUTURT LOADS TO THE 7 Door panel construction tlelails HAPCD�iAsoas K�M LEx�r�+osuEVE� �rwww Ao xo�rli o'aT«E nEwowlNLm°EIxEExDxEEROP 6 Door nel conNruction tlelails Z A M EL RECORD Fqi r«E PROJECT OF IN ETALUrpN. ITa 9 Sitlelile anal LOnsl ucfion tletals 4PEttEN\UT AN.NOT LNINIC WE INI TO SUCCIT I.A. OUTOROUT @NWEDSSFERAEOELPAEOAND O 2 sur xonwneD TO srucco,roA ,earx STSUCnm DRRLRERIrrwxsrsR AD w.Oslo TxE 10 Sitlelile panel wnshudion tlelaNs H o atrrtu,osmNo. s MEau.rc»Esucxow°NAN°INSTALLAInRIsmE it Sitlelile el connection tletalls pNURe?RSAHDAs IATEOHMR FRusTDE RECORD FOR THE PATI OFERECTuTAT"`LT OF 12 Hoiizonlal DrossseUbns umE or Cw TRIT MATERIAL w HevEA 13 Hor¢onlal Dross sections WRLOSLR RivsTANT COATND, THE NSTAUA1NOT gaNDEMAIS DESCRIBED NEREINARECEREART W Iy Dx lwu°w RLorx.xD r.Pnln FULEu nLOcx.OONOTINSTALL SIITETEIANDUwIi9IrECONonIwSCAIY Tsxl�AR1d TOIE�NTRYT�E 14 Horizontal cross sections a LNANCHwslmo MORTARJaxre.TDACTALVwcELE TxEuwlRwexnoETULEo«EaEW.AocEram 15 VBIECBIDLUsseedims DFRLOCAOREOCEOFAIOPIAR ErewwwEER aR.xxlrscr SHALL CREPAPE VLE srECFIc 16 VeNcal cross sections JOINT IMO Lane SHELL OF FLOCK. wEms FOR USE vm«T.a.WASxr AN xo»m»z AREAS. 17 VBNneI S Horizontal Goss sections .ATION ANc«ws®TALL eE SHUT ALL w nccORwara � 1B Hodzanlel cross sedtions ACTUPE»5 DISTILLATION P6TNCTCEB, ALI I M.LED g_I�FOR«-CxDas swL.L.T.B.."NSuaTERANIEV. ' Tresm�moLKl� 19 Buck B Frame anchonn I«EANc LHSTWNTKR a STRExeTHSREUFV E FR..ERNInuw MA.ERIU Ixc rnvrooD 20 Buck anchoring. �``��P�•.k'a H .� 11 NLAIRx «DRLATURcLE.ELOP AST.B..,FHAxE , C.AREATER.u:FRED..s 21 Frame anchoring HASIT Eg,RSTRA,_u.,ERwsw,xm 22'ALTO Freme enehoring LL . N.F.S.MATTER I,DA D.ss 23 Freme ahGionng N_ wwaSl.FSTsEh6TRENCU 24 Fmme anchoring W + NOTLOWO LW��-sOPfNOT»CMI.LLw�EID Aslucm uN - L 25 buck ancho dg••. , .. A 26 Frame ancnwing '•� N RP A. 27 Buck anmm ' ' - 26 Lame anchoring K' ILL 29 Cam nenls 6 � s 30 arils BWe Y' .,F„„w,RF 3,32 C Bill of matmfmateqeriels FL-20867.3 AR,.I„ FFITl MAMA SHEET 1 of 32 3] A MAX.D.A._ i g3 h m �t WT u l/ ^>IM P G p sC� 3 x X o Z O W MAX, DESNiN PRESSURE(PS� DESIGN PRESSURE(PSF) FRAME JAMB LIP LITE FLUSNGLA2EDMANOOANY 0 d`y DIMENSION TYPE LL . i POSITIVE NEGATIVE POSITIVE NEGATIVE y m t" tl WOOD f47.0 47.0 fID.O AO.D 'Ag'+ 37.So'X o1.83" PVC f47.0 j iT.O f66A 80A DW6# FL-20867.3 swee., 2 OF 32 aDr^u+rtr Dou SLOP MNX O�WIDTk* �-M M'WX D.A.MAME WIDTH 1 1 /21®3 sIn F o E _ Ewa a X X Q n C sA c o w p o o Z 5 J � 3 4 3 4 CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL MAX DESIGN PRESSURE(PSF� ! DESIGN PRESSURE(PSF) �,��''• CONFIGURATION FRAME JAMBE MULLION TYPE LIPL ITE FLUSHOLA2EDAl/AHOGANY c DIMENSION POSITIVE I NEGATIVE POSITIVE I NEGATIVE O ' OIUXO 53.00'X$1.63' WOOD M7.0 IT.O •60.0 fi0.0 ! `� ` z ��� PVC N7.0 d7.0 +SS.O 450 0%0 68.50•%81.63- WOOD _ N7.0 J7.0 �60.0 60.0 PVC DW6 is FL-20867.3 "EET' 3 of 32 5 .W MAX OA FgM1E WIDTH MAY MAX 0 A.FRAME WIDTH �IN TTiA IDNwL FRAME MOTH FRAME 1M190TN � FRAME WIDTX - FRAME WIDTH �O X O 0 p p 3 4 MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE( p�`•'a T CONFIOURAflON FRAME JAMR S MULLION TYPE LIPL RE FLUSNGLAZED/MANOGANGANY DIMENSION POSITNE 1 NEGA iNE POSITNE 1 NEGATNE WOOD M7.0 .470 +55.0 -55.0 �'•` O%OIO 5J.00'%01.5J' .�y . PVC -47.0 47.0 +SS.O d.SO �'•��H• 'pµa``�.j O%O 50.50"%01.63" WOOD +47.0 -47.0 +55.0 d5.0 T .. PVC +47.0 47.0 +SLO 4&0 �o'TR� t� DWS#: FL-20867.3 SHEET'. A OF 32 UPTMI.-V GLAe —tee ---ws W MM.OA FRAME W DO --- ]1 pp'MgX,CA FRAME W oD 1550'FRIME WIOTX u.ssmmr.'•^aw �I4.W FR.VAE WIOTIrig S � i r 8 ri c IOA L a � X X O X 0 (& X O V) � LL 0 o FA = w � a 3 � E L111 o i* MAX, DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) CONFIGURATION FRAME ALUMINUM ASTRAGAL PVCASTRAGAL DIMENSION -- ur'. POSITIVE NEGATIVE XX 70A0'X 61.63' t65.0 •55.0 td7.0 �1.0 0 0 105.00XB1.63 t NT.O 41.0 '_ cw®N: FL-20867.3 rE S of 32 LVL STILE EXTERIOR �'FItM3TY GLAIRI FIBERGLASS SKIN 2s 158 O ' PVC STILE CAP —1.se• o r.tr rt.ss'� TOP RAIL t.66' t z t.3r 1_sfi. tzs R'G , 1P i-- FOAM CORE INTERIOR LVL LOCK BLOCK- .31• _ PVC STILE CAP LASTIE "t ' p�p id C5 i4 $ C HORIZONTAL CROSS SEC710N PANELEL WID21.7 TH .SS GLASS BYTE mu� HOT B FOAM MELT SEALANT G 333 1'O.A.THK GIA55 C� 1M'TEMPERED GLASS w AIR SPACE e 1 1Ts '. EXTERIOR INTERIOR L " 'fl 110'TEMPERED GLABS Z ALUMINUMAiUTYL G 0 JIBX1-1IB'SELF ORSTAINLESSSTEEL 6 THREADING SCREW SPACER SYSTEM SEE DETAIL t FOAM CORE H d LLJ Gt GLALNG DETAIL 4,14,,_ LIP FRAME ry — J_ LVL LOCK BLOCK BOTTOM RAILb3,q�' k PVC rT,P,.........,.H / 7 5.�' AB L/PLI7E FRAME L05 p ' i 3.1- ABS orPWASA u 16.TS 5.50' Wlr _ LOCKBET HARDWARE �L..t Sg•- p '� yp MANUFACTURER MDDEL g4y9N �PRDFp'# B.T LOOK 6 DEADBMT CONED MA'IKBEi ' .. A sIGNAnRESEmFssstVERTICAL CROSS SECTION 3CROSS SECTION "KMKOET LOCK 6 DEADBGLT COM. T Qo 2`] vv F�j GLAZED DOOR slaxnnmE SErelEssm G LIP LITE I. LGCI(:FSERIES DIMS#: °EADBOLT:BE63ERIE5 FIBERGLASS SKIN:O.WV'THLCK MIN. DETAIL 1 FL-20867.3 FOAM CORE:POLYURETHANE FFET. 6 of 32 LA STILE FIBERGLASS SKIN EXTERIOR STILE CAP-PVC WINUINITY a"" TOP RAIL 112' IN 1.2� PVC :.q. FOAM CORE Aw FOAM CORE INTERIOR LW LOCK BLOCK PVC STILE CAP LVL STILE FIBERGI-ASS SKIN UJP HORLONTAL CROSS SECTION PANEL WIDTH 2I.0'D.L.C. W GLASS BYTE El HOT&FOAM 1 CA THK�SS MELT SEALANT r I IIE TEMPERED GLASS AIR SPACE 1.7T 11W TEMPERED GILASS EXTERIOR INTERIORLn Al.UMMUNIJBILITYL 0 STAINLESS STEEL SEE DETAIL I THREADING SCREW "XI-IWSELF-/ RAS SPACER SYSTEM ;. . .: U) GLAZING DETAIL 0, IS 4.1 FLUSHG�D FRAME 1.24-1 ZW- --T FOAM CORE 1.71 1. F'*A ol S, LVL LOCK BLOCK BOTTOM RAIL PVC s,, e lay A A07 FL,,,�"=FRAME O. ABSor 11.71 5-50 LOCK SET HARDWARE MODEL � LOOK 1—080LT COMBO SMNAT.RIiw,,IFs.1 - VERTICAL CROSS SECTION @EG" DT SIONATURESERIESM U=� SCHUGE LOC ISERIE3 bw&#: , FIBERGLASS SKW'0.07r THICK MIN. DET T 1 80 SERIES FL-20867.3 FOAM CORE:POLYURETHANE is Z"'T 7 OF 3�2 LML STILE EXTERIOR :.72. up FIBERGLASS MIN per. I UF PVC STILE CAP —.... 17' 5r TOP RAIL 1.2V PVC IL FOAM CORE FOAM CORE AT INTERIOR LVIL LOOK BLOCK 31' LA STILE J PVC STILE CAP FIBERGLASS SKIN 35.75 HORIZONTAL CROSS SECnOAf PANEL 23,r DL 0 NOT&FOAM �W GLASS BYTE MELT SEALANT I C.A.THK GLASS 118'TEMPERED GLASS G oi, &*F MELT SEALANT 1jr AIRSPACE INTERIOR Rs EXTERIOR 118'TEMPERED GLASS (n z 6 AL UMINUMVBU�L E OR STAINLESS STEEL 013 x 1-1/8'SELF S SACER SYSTEM SEE DETAIL I SCREW //- THREADING P Mu, 4.11 MAHOGANY FRAME Gi GLAZING DETAIL 2 U. FOAM CORE 2.4 im LVL LOCK BLOCK I BOITI'm RAIL 4 PVC ....... 1.36' MAHOGANY FRAME ES r PC Ny=AIA q I&T5 5 w LOCKSET HARDWARE i.w MANUFACTURER IIIIEL L —j KWIXSET LOCK.ULADILT 11 SSIGNATURE . VERTICAL CROSS SEC310M KWKSET LOCK I FA5..LT COMBD GLAZED DOOR ...ATIIF 5 111 n"ll MAHOGANY 4GF LOCK.FSERIES DWG#: FIBERGLASS SKIN 0 07V THICK MIN. DETAIL I FL-20867.3 FOAM CORE POLYURETHANE SHEET. 8 OF 32 ,rFIBERGI-ASSSKIN TO LA STILE go nqmny—OL"j EXTERIOR 1.TY LA STILE .57- tM-1,7r LA TOP RAIL INTERIOR �nmw A FOAM CORE FIBERGLASS SKIN HORIZONTAL CROSS SECTION 13.NP MAX. ,,ANFL WIDTH FOAM CORE 692 MAX D.L.O. MF GI-ASS JB�E If <3% HOT&FOAM MELT SEAI-ANT 1'O.XTHKGI-ASS A l 1 ffi-TEMPEREDGI-ASS AIRSPACE EXTERIOR INTERIOR If) 1.72- z 0 D 11W TEMPERED GLASS ALUMINU"VTYL ORSTAINtESSSTEEL #BX1-119-SELF SPACERSYSTEM LU Is THREADING a GGI I G,�U�,ZM:G DETAIL LIPLITE FRAME . ........ O 1.25- 6W LA BOTTOM RAIL SIENEUTE PANEL VERTICAL CROSS SECTION LIPLITE FRAME �LIPUTEFRA bWS#. A9 ME ABS _�,,A,!E F=GIASS SKIN 0.079-THICK MIN ASS�PCIASA FL-20867.31 F CORE:POLYURETHANE *FIBERGLASSSKIN G LVL STILE FRINIT:0— 1.0T' II LVL STILE I _ L50' 1.R' - - LVL TOP RAIL 118' INTERIOR FIBERGLASSSKIN FOAMCORE 4 R HOMZONTAL CROSS SECMN !Oo_ $d.1 g 13.0B-MAX. �/ FOAM CORE PANEL WIDTH 7.00'MAX D.L.O. gga aS�d 3' a" dad a W GUSS BYTE �� u mPu aR� HOTS FOAM 1'0.A.THK GLASS S MELTSEALANT 1 I VH'TEMPERED GLASS G AIRSPACE 'm INTERIOR � E%TERIOR Z Q 118'TEMPERED GLASS 0 z N i O OR STAINLESS STEEL U) w AS I.11 'SELF OR STNNLESS STEEL N 2 $ THREADING SCREW SPACER SYSTEM W $ m FWSHGLAZED FRAME 9A0" •` x a3 ''• e aby,...... •H�f 1.2s w n 1 LVL BOTTOM RAIL 2 VERTICAL CROSS SECTION E <p ZZ> [�SIUELITE PANELFANEL FLUSH GLAZED FRAME_ a s Q 1 FL`� VSHGLAZEDFMME �pBS w PCIASA DW&N: FIBERGLASS SKIN,0 p 0]9'THICK MIN. `'L-e0867.3 FOAM CORE:POLYURETHANE SHEEi,1 O OF. 9'z FIBERGLASSSKIN c LVL STILE aD+.aI-X:co„sa EXTERIOR tST—I i5T' IT LVL STILE - 1.56152.. T LA TOP RAIL 1.25" INTERIOR m ^ FOAM CORE .TB' FIBERGLASS SKIN HORIZONTAL CROSS SECTION FOAM CORE Ca 5Fi '6w33 B.00°MAX.OL O. HO*' A LASSBYIE MEO.A.THK GLASS B"TEMPERED GLASS G IIRSPACE INTERIOREXTERIORtl8"TEMPEREDGLASS OR STAIINLESS YL STNBX 1-1IBSELF OR STAINLESS STEEL 5 cTHREADING SCREW SPACER SYSTEM L.11 n Of 8 m GT GLAZING DETAIL MAHOGANY FRAME 6 ?yam G 1 1.25° LLr 'f A LL252' 1' % 9.4V LA BOTTOM RAIL J- VERTICAL GROSS SECTION SIDELRE PANEL n,MAHOGANY FRAME eB z x MAHOGANY FRAME ABS — DWG K: FIBERGLASS SKIN'.0.079°THICK MIN. FL'20867.3 FOAM CORE:POLYURETHANE SHEET:11 OF 32 F 1-114'MIN 1-114'MIN EMS.(TYP) EMB.ITYP) TRINITY CLASI INTE"NITIONAL D H N D INTERIO0. INTERIOR i m p 8 § , a F (SEE NOTE I)o 6 /1 6 EXTERIOR EXTERIOR B �u HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION V3J SHOW N WI4%WOOD BUCK V.Y SHOWN W/U WOOD BUCK A ....... OuPWng shown-Inswing also approved Z m 1-114-MIN 1-114-MIN EMB.( YP) EMS.(NP) 0 F-I o {n H L W 6 E o INTERIOR 5 INTERIOR i u N D �/n��� TWO a39ry hdH 2� Z F )SEE NOTE 1)O A E 6 EXTERIOR EXTERIOR A � 2 /1 HORIZONTAL CROSS SECTION /j�HORIZONTAL CROSS SECTION �0 3 N u�m SHOWN Wl1X WOOD BUCK SHOWN WI 1X WOOD BUCK DULawing IIIavn-I.ngalsoapprova6 Oulswing shown-Inamng also approve6 DW6 a: FL-20867.3 1.SIOELITE SCREWS LOCATED 6'FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:l2 OF 32 1 16 INTERIOR aDrue a:.�ox e 6 INTERIOR } 5 } O T (SEE NOTE t) \ '� `SJ--�\ O . (SEE NOTE 1) g� 'c u§ i d IF 3^ k G �� °a �SU c E Ia Eo mS"S"a' 3_ e F EXTERIOR } 8 u w opt EXTERIOR EXTERIOR /21 HORIZONTAL CROSS SECTION Cg P g HORIZONTAL CROSS SECTION 1 OUlawiig shown-Inswing also epprovetl DYIeWIog shown-Inawi�g also appmved i 1 INTERIOR L m B Z INTERIOR Q z (SEE NOTE I)O } } N t 2 5 0 \ O Lu H 11 (SEE NOTE 1) a 6 sR gyp•O ♦b33� p F,.. ........,. �L E F } 8 O ' .3i. Q.. . 6 EXTERIOR EXTERIOR /3\HORZONTAL LROSS SECTION /1 HORIZONTAL CROSS SECTION d3 p OWswing shorn-Inswing also approvetl Outswing shown-Inswing also applovetl �p H 4F�'O:`� a c DW6#: NOTE: FL-20867.3 1.SIDELITE SCREWS LOCATED 6'FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET 13�F 32 TIMNUY GLw INTERIOR INTERIOR 1 2 3 P 3 kk M m G v 3 � 1 O(SEE NOTE t) 1 Da ga m �S u w K ads $ I 0 G (SEE NOTE tI E F 6 EXTERIOR EXTERIOR � m HORIZONTAL CROSS SECTION ��NORIZONTAL CROSS SECTION z �� QYISWng shown.MsWng also approves �Af Oulsvnng shown Inswing also app el N C K Q o 1 ft o W W v�1 P E HORIZONTAL CROSS SECTION �a> Sz Yn omawmg shown Irewmy also approved NOTE: owls x: 1.SIDELITE SCREWS LOCATED IY FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. I pL —20867.3 SHEET:1��F 32 O IY GLASS NTETRIRNATIONAL ZONAL • ° • + e • a 1-1/< MIN. RE • EMB�M) ° EMa ITVP.I a � mN »riom' <F �m s $a= = Al C y < 11 1 3 3 � �0 QIT i i 1 1 J EXTERIOR L O p E%TERIOR C N S a INTERIOR INTERIOR � VERRCAL CROSS SECTION VERTICALCROSS SECTION G) SHOWN lXWOOD BUCK Z SNOWN WI2 WOOD BUCK Oolawing shun-Inswing also ap ONeE O O uRNI,shown-Inswing also appovad i H 5 � EXTERIOR INTERIOR W w INTERIOR (� EXTERIOR 5 D 1f f 3 0 .. p .. O 4 b33"• O m \rI EM 1-W MIN, v \Ir• . w B RYPI .. .. t1uIMM. • � . . Eue(TVP.I VERTICAL ROSS SECTION n VERTICAL CROSS SECTION Dwb u: DUTSWING SILL INSWING SILL FL-20867.3 B"EET'150F 32 • a Ill'MIN. • v • I<'MIN. v • • EMB IIYP. //�� ° v EM6(IVP,) g (SEE NOTE O © Q yT E(SEE NOT IJ C 1 1 } 3 t l 1 1 3 EXTERIOR L S2 iq a $ (SEE NOTE I) K u a�Pa EXTERIOR N INTERIOR INTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION �7.5� SHOWN W/1%WOODBUOK SHOWN W/1%WOOD BACK Outswilg shown-Inswing also approved In m Du6wing sbpwn�Ioswing also appmvetl Z 0 Z EXTERIOR O EXTERIOR INTERIOR INTERIOR D (SEE NOTE p � o 0 10 0 ISFE NOTE 11 - D O 1-1. MON /ry��—� PO *a33N � EMB MR) -•GF 1-1. IN, 4 a C31 VERTICAL CROSS SECTION �q VERTICAL CROSS SECTION OUTSWING SILL IN'� SWINO SILL moo, ' V NZ OW6 N: NOTE: FL-20867.3 1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. SHEET.16 OF 32 1-114•MIN G EMS(TYP) � 1 G EMB(TYIP) `ALWBiRIN1iY GLABH SHEET ROCK f R ^'°"^^^ox SHEET ROCK FURRING U FURRING mo^. 8 INTERIOR (SEE NOTE 1)@) n nr oK. a 3 V F INTERIOR o p w a WZ �V 5 N WQ ffiC� aWN 60$,u< C �O f K rem H = o GG { a EXTERIOR K CMG >i aW4G d R 11 EXTERIOR 1 K E H GHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Dined 0 masonry(5-114'min jamb) Direct W masonry(5-114'min lamb) u Oulswing shown-Inswing also appmved Cutswing slwwn-Inswing also approved Z 1'MIN EDGE 2 T'MIN EDGE K DISTANCE E a>b K DISTANCE SHEET ROCK 4 . SHEETROCK H • - FURRING FURRING W C L__ C Wi- G LL 5 D I (SEE NOTE 4) D EXTERIOR EXTERIOR g1y`•.: ,l:' INTERIOR INTERIOR VERTICALCROSSSECTION (al VERTnLCROSSSECTION Doso masonry ISVa•mmlamb) 4) Dobo wmawny(sill-min iamb) Outswing shown-Inswing alw approved Ouawing sbman-Inswing also approved oS a u NOTE: DWSV, p 1.SIDELITE SCREWS LOCATED IF FROM EACH END OF JAMB AND g EQUALLY SPACED SCREWS FROM THE END SCREWS. L L—ZO867.J I.SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. SHEET/7 QF 9 Z 1-1l4°MIN An TRI—Y GLAB EMB.(TYP)1 YNYINTURNATil"AL 1 2 3 C H D C 1-1/C MIN INTERIOR s » ttg d (`}�\ EMS(TYP) SHEET ROCK FURRING 411 / INTEREXTERIOCROSSSECTION SHOWN W12X WOOD BUCKO.lambo shown-Inswingalso aaaroved1-1/4 MINP EMB.ITYPI E%TERIOR 2 3 C ui 2 B K CIL L �1l HORIZONTAL CROSS SECTION d Dnadt w maaony Cs114•min iamb) 6 Ou6wing shmm-hawing alw a ggovea INTERIOR 3 °• p 1 E Q,D + N33NiE • O � ye`� EXTERIOR T R A (�HORIZONTAL CROSS SECTION DWG». e SHOWN Wrix WOOD BUCK FL-20867.3 C.InMng aImwn-lj also aawoaea sHEET:1p OF 32 SEE HINGE s"nYP.1 aD TRrnpT'c1N9a DETAIL 1 D B s TYP.HEAD G 2X BUCK +m ' HTX BUCK AND JAMBS IS ^� N DIRECT L TX BUCK 62 m E P DIRECT TO B y g _ p DIRECT TO MASONRY � MASONRY ,g � Si om MAx E TYP.HEAD � � a<z C 061TN 1X12%BUCK u'MAx. HINGE DETAIL f &JAMBS oc.CYv.t LDOORFRAME OCIn'P.) SM„ � aVm E' OP ONRYrowSONRYOPENING OPENING SEE HINGE DETAIL2DIRECT Ht%BUCK MASONRYD a a r HINGE OETAIL4 3 W w I o BUCKANCHORING HINGEJAMB FRAMEANCHORING STRIKEJAMS Masonry consWWon tl CONCRETE ANCHOR NOTES: O w b33 < i.Concrete anchor ain mi ns edge, d as"MAX ON CENTER"and at the corners must be e�F,?,.•^• M°e° me,betltomaintainnsuredge distance to ENTER"dim lions m concrete anchors may re arequlmd anchor to ensure the"MAX ON CENTER"tllmensiona are not exceeded a 2.Concrete anchor fable: A-HOR nxcxoa MIx. wx.clEARu1cE wN CUFF NCE rD 2%BUCK I NPE yZE EMBEnMENi iOIUSOXRYEWE AWOSYMENTANCHOR mueuaDEx 1X BVCK N ] d " ZapcOM 1l4" 1-17d' 2' 4" DIRECT TO P uvgcA cmr�� 114" 1-114' 1' ._C" _ MASONRY ITw sFaM 3116" 1-114" 3- 1.112. WOOD SCREW INSTALLATION NOTES: STRIKE PLATEOETAIL DWa x 1.Maintain a min.518"edge distance,S 1'D.C.spacing of wood screws to prevent FL-208 3 splicing of wood. sHEET:19 CI 32 4" 4" B TYP.HEAD M firy a &JAMBS O TYP.HEAD m2 4 &JAMBS i Mae jei�QS [ x 1X/2X BUCK 1XIRX BOCK 16.13°MAX. IS Is-MAX. F°z -"'a i FOR REF.ONLY O'C'(TYP') O.CJTYPJ FOR FEE.ONLY MASONRY MASONRY OPENING OPENING m Z o a BUCK ANCHORING BUCK ANCHORING 6 CONCRETE ANCHOR NOTES: ••" p eb3go'�@ 1.Concrete anchor locations noted as'MAX ON CENTER"and at the Comers must be adjusted to maintain min.edge distance to mod maK,nts. mtl not concrete anchors may be requiret to ensurethe"MAX ON CENTER"dimensions are not exceeded. 2.Concrete anchor table: J c II PNCNOP NPq MIN. MIN,C FAPNICE MIN LIEnW Asch iYFE 8612E P EMBEnMEM }O W3OHFY EIX£ gpJV6T.lEMgNC1gP �i��// PPO�••'A lirai� il4" 1-114" 2' 4" � wT Lq^orve 114" 1 1-114" 1 I•wacsw 3I16' 1-114" 1 og a dx -� bWa Y'. WOOD SCREW INSTALLATION NOTES: FL-20867.3 1.Maintain a min.SIB"edge distance,&1"o.c,spacing of wood screws to prevent splitting of wood, 14"200F 32 6' CL e �T=TERNAcaws ` SEE HINGE 3'— —3" I DETAIL 1 g f A vu H 2X BUCK L 1X BUCK ff� D DIRECT TO fl I < I MASONRY oc.lTavP.l tWX BUCK TYP.HEAD a,MAX. STRIKE PLATE DETAIL m 3. u B JAMBS °CUYP.1 L DOORFRAME G 2XBUCKi ssm N 1XBUCK 3 P DIRECT TO 12 a MASONRY MASONRY E SEE MINCE OPENING DETAIL 2 _ _ HINGE DETAIL 1 N m p F N z TYP.SILL g _ > I, G 2XBUCK B B N 1XBUCK W w U P DIRECTTO HINGEJAMB STRIKE MULLION E MASONRY FRAMEANCHORING CONCRETE ANCHOR NOTES: Masonry construction HINGE DETAIL 1 ° 1.Concrete anchor locations noted as"MAX ON CENTER'and at the comers must the eoop0 r b3gti! z adjusted to maintain min.edge distance to mortar joins AddWonal concrete anchors 1 f I S 0.% .` may be required to ensure the"MAX ON CENTER'dimensions are not o needed. D O 2X O d` PNC Enft Pacr MIN. NIN.eIE.EE 11cPAANIc To 2X RE EweEowExTi mw N PNcaea ?APwaoxa 1/4° 1-114" 2" E. rInE4 6d f mrnPcox• i/4' 1-1/4" �ePcox^ 3I16" 1-114" 3' 1-112" i Oa 4x WOOD SCREW.INSTALLATION NOTES: MITI VIEWp-A VIEW B-B V/EW abashment DWeN 1.Maintain a min.6/B"etlge distance,81'o.c.spacing of wood stress; Head to mullon agacMmnt Head Ip mullion attacllmem 5111 to mullion altzchment Sill to mullion asachmont FL-20867.3 To prevent splitting of wood (Standard or Fat Mullion) (Two-piece Fat Mullion) (StandaAIOr Fat Mullion) (Two-piece Fat M,flsv) SHFET 21 of 32 - 6" T° rarnm mws `DETAILSEE HINGE 3'— 3' I aD'ixTx I � _1 a ��� ,,,��� I I I I _ e• LL1X BUCK x eul:rc $$$$zF3 D DIRECT TO N — MASONRY B'°B V. TYP.HEAD STRIKE PLATE DETAIL �� w aclrvPl Ik2X BUCK AJAMBS o.c.rvv'. C� His DOORFRAME _ — F B L poi _ D G 2X BUCK • sso IN tX BUCK P DIRECT TO MASONRY MASONRY OPENING E SEE HINGE DETAIL 2 HINGE DETAIL 1 m Z D TYRSILL 90 6 O � G 2X BUCK � N 1X BUCK LU w P DIRECTTO a ° HINGE JAMB STRIKE JAMB MASONRY E FRAMEANCHORING CONCRETE ANCHOR NOTES: Masonry con.mulen HINGE DETAIL2 ° 1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be ��```PO N33ti�p adjusted to maintain min.edge distance 0 mortarjoints. Additional concrete anchors r; may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. ISO a' HOR P..w MIN. MIN CLENUNCE MIN CUEARFNCE TO IIISRE EMBEDMENT TOMA ONRYE00E ADJUSTMMTRNWOP irnewJOE TARCON^x 114" 1-114" T 4° Fhb's .�; �A;. .•Of mTgec°Lr 1A' 1-1/4" 1" 4' m"Bu�nNuol. 311W 1-114" 3" 1-112' of N mz �m WOOD SCREW INSTALLATION NOTES: J = V Z 1.Maintain a min.518"edge distance,S 1"o.c.spacing of wood screws Dwe#: to prevent splitting of wood. FL-20867.3 s"EET'22of 32 T' T$uM TY GLASS SEE HINGE � • 3"-- 3' I aDT+*eA++n DETgIL 1 _1 g P e N 2X BUCK gg m L Ht LDK 83 ^ 3 G DIRECT TO t & „n s MAX MASONRY u oc r'r,) 1%rzX BUCK TYP.HEAD 14•wa. STRIKE PLATE DETAIL w $ALL g B JAMBS oc.(") E It < DOOR FRAME _ _ F o f m n i go INdad s sst' 0 C� ff pPo E MASONRY E E HINGE OPENING DETAIL _ _ HINGE OEiAlL1 � m • Z 0 fDTYP.SILL F g N BL —t n o HINGE MULLION STRIKE MULLION E FRAME ANCHORING Mm'anry mnstruction CONCRETE ANCHOR NOTES. HINGEDEiA1L 7 1.Concrete anchor locations noted as"MAX ON CENTER'and at the corners must be `�S�pO. tlg3,(,�•+L£ adjusted to maintain min.edge distanca to mortar joints. Additional concrate anchors 1 1 1 M may be required to ensure the"MAX ON CENTER'dimensions are not exceeded. 00 2Xµr.. AN=NOa MIN. MN.LLEnMNtE MIX ttE.1aN'CE iO 2XG4%8EMBEpMEM LOM0.4cNPYandE .1 141811l4' 1-114' 2" reE4'µ� a utirincaxs 114' 1-114' 1" 4' N O N #PP�rp9 nows x 3116" 1-114' 1 3" 1-0R' 1 � �z m WOOD SCREW INSTALLATION NOTES: • • • • 04z o`I. 1� u m z VIEWAA VIEWA•A VIEW B-B VIEW B-B Dws rA 1.Maintain a min.Sol-edge distance.&1-ox.spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion atachment Sill to mullion atladlment to prevent splitting of wood. (Standard or Fat Mallion) (Two-piece Fat Mullion( (SUrdardor Fat Mullion) (Twmpiece Fal Mullion) FL-20867.3 '"EE°23oF 32 T' rluNrry alias SEE HINGE 3'— DE AIL 1 A � a L 1%BUCK y` '"ems _ D DIRECT TO _ _ D , •no z MASONRY I o(TPi 1XYIX BUCK ra Yxx. STRIKE PLATE DETAIL oat, � e 1 — TVP.NEAD — ocf*'�-1 L B uMBS F Q d ODOR FRAME MASONRY E SEE HINGE OPENN°G DETAIL 2 HINGE DETAIL I LIf) m — — — — Z �TYP.SILL— — F a O C E Lu NINGEJAMS e: \ BU STRBCEJAMS C E FRAME ANCHORING Masonry crostmcaan o CONCRETE ANCHOR NOTES: HINGE DETAIL 2 t.Conuete anchor dostions noted as"MA%ON CENTER'and a1 the comers must be 90 « a3gti.�•� adjuste l to maintain min.edge distance to mortar joints. Additional Lonuele anchors ¢� ' may be required to Nauss the-MAX ON CENTER"dimensions are not exceeded. 0. NC1gP .1xLXW YIN Ll£APNI� WI rU.,0170 "F ivps Y EM TOY/S�I Otafi PONOI ENTPK,. 1Jr y1 ¢� iuc'1 114' El-114' 2' qlr v4' t-va•XW 1-1/4' S• 1- '1 L F y z WOOD SCREW INSTALLATION NOTES: Dwa N. 1.to prevent t min.ng o edge distance,8 1'o.c.spaGng of wood screws FL-20867.3 to prevent splitting of wootl. aHEET.24 of 32 E aDTunrE^case q. O TYP.HEAD 4 rzon � &JAMBS % R 2 oid u o a �tt 1X12%BUCK 3r pqz a �wo 15.13"MA%. C gU'm d 0,C C{TVP_) MASONRY OPENING u Z O LU BUCK ANCHORING 6 CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as'MAX ON CENTER"and st the corners must be adjusted to maintain min,edge distance to modarjeinls. Additional concrete anchors may be reeuirad to ensure the"MAX ON CENTER"dimensions are not exceeded, m i 2.Concrete anchor table: AxCMOp MIN, MIH LLEPRaNLE MIH CLE.IMNCE iO you" NBEOMENi TDWWNR EnsE MUS' E "KHoe , uacou• 114' 1-1/4' 2' mi oM 11A' 1-1IA" 1'. 4' <' i u 2 i,Wa �E 3116', 1-ll4" 3" 1-1/2' DW eWb#:O ootto WOOD SCREW INSTALLATION NOTES: FL-000V/ ,e3 1.Maintain a min.5/Wedge distance,&1'ox.spacing of wood screws to prevent selling of wood. a FF p OF 3 G TRINITY GLASS SEE HINGE T• --y—s(rrrl iunuu.n'o..: DETAIL t •" N 2%BUCK t%BUCK it M ry,m 3 DIRECT TO WSONRV } RR arm•unx STRIKE DETAIL 1 �,j ' LL 0 c.(tva.l tXYl%BUCK IYP.HEAD ASTRAGAL SHONM HMix. CF 8 JAMBS FOR REF ONLY G4=1 He DOOR FRAME 8 w e - 02%BUCKIN s.so N 1%BUCK Fz ff am t 1 P OIRFCTTO �u MASONRY MASONRY E o SEE HINGE OPENING DETAIL HINGE DETAN.T N Z 13F TYP.SIII F a O K e• G BUCK IX 5 H —r N BUCK lL FRAME ANCHORING P DIRECT TO K DI HINGEJAMB ASTRAGAL MASONRY E Masonry construction HINGE DETAIL? ° 1.Concrete anchor locations noted Be"MAX ON CENTER"and at the comers must be •" p «1, .t adjusted to maintain min,edge distance to mortar joints. Additional concrete anchors •`s0f`••"" may W reeulted to ensure me•MAX ON CENTER"dimensions are not exceeded. i'+ .nr.Hrn uo.w MIN. MN.rrenru t aw c.e..v�ucs To c R yf�•,,� TWE MmmEHr tOW30NN .. .WJs-NCN7AN HCM mvaus x • 4, .,• .. Te.c it-I 1-11V 3' 1-1 a'�7 WOOD SCREW INSTALLATION NOTES: G6a xS � NEWA-A VIEWS-R ewer 1,to preain t min.SIB- woo tlelance,81'o.t,slledrlg o1 wood screws ARrayal SnOa®Heed Astragal Stdke®$Inc to arevent splitting of wood. 7.3 126 IV 32 L L T11NUY GLASS - - _I 0D , f - L l gg+�� B 85 4 s Tro.HFi,G a� O '�Q� 63ANB5 g 1X/3%BNCXW$$ m qg q4 15.13"MAX. FY `y aAm� 6 0 C.jTYv.) F Y FOR REF.ONLY MASONRY— OnNING In u Z 0 s CL BUCK ANCHORING _ 6 CONCRETE ANCHOR NOTES: "" 0 ♦ bg,'' 1.Concrete anchor maintain min. noted st "MAX ON CENTER"and at the comers must or ` adjusted!10 maintain min.edge CENT to modarjolnls. Additional concrete anchors may be O �`. ' - required to ensure the•MAX ON CENTER"dimensions are not exceeded_ u 2.Concrete anchor table: U1GNgi nNLveR Nw_ TO.GFANINCE YIN 6FAMXLE -` ME suE EI.B[016M -o NM u wwrma[ w, anaNru¢xw •� 8y OP`a wow va• 1-va• z• 4• F q`ar 114• 1-114• r 4• �"s Z h L Z mi x 3/16- 1-1/4' 1 3• 1-10 °o i DW6# W000 SCREW INSTALLATION NOTES: FL-20867.3 1.Maintain a min.SIB'edge dlslarme,81"D.c.spacing of woad screws toprevent spiting of wood. sHEEr270F 32 4 r — SEEHINGE - - T• DETAIL 1 3' Aj a — I a A A N 2%BUCK I T L t%BUCK D DIRECTTO _ r an MM. MASONRY I 4 MN- oclrvv� t%'2%BUCK TYP.HEAD � ASTRAGAL REPSHOWN ONLY oc lrrPt STRIA pETAILt gLgMgg FOR REF ONLY — _ DOORFRAME F e sw — i I MASONRY I OPENING E SEE HINGE DETAIL 2 • — — — HRIGEOEiAII f t . — — B B O TYP.SILL IF HINGE • I G HINGE JAMB \ FRAME ANCHORING a I ASTRAGAL MamN conewcWn � E CONCRETE ANCHOR NOTES', HINGE DETAIL 2 1.Concrete anchor locatlons noted as'MAX ON CENTER"and at the comers most Ee adjusted to maintain min.edge distance to mortar Joints. Additional concrete anchors VIEWA� may be re iuireE ER'to ensure the CENT dimensions are not exceeded. Astragal Strike®Head M'cNell M'CICP MIN CLEMPNLEIO `rvvE yI_E aretowem 10 uA`wxnv FLGE xnlMsil.EMeHLXea R p u=° 114' 1.114' 114' 1-7/4' i' 4- T x 3/i6' 1-1/4' 3- 1-1/2- WOOD SCREW INSTALLATION NOTES: -- 1.Maintain a min.LB"edge distance,8 1'o.c.sparing of wood wows VIEWS-8 0 prevent splitting of wood. Astragal Strike @ SIII rP0735.3a �S'�':..• F, ....�.xrv3�IJ ....n.,.,.,..v:.....:.e v N N#OWNBY.�SW:' O' 'pE5[B ON BY DATE F.EAMCM " q Ls :;N ]p MI W O * _ �[E/ * MRAREB BY: G O W MKBY. iA Y' .'Y /� MI iK T HM �Pp'-.;.gL P:'yW, LJ BUL.DING O0.OPS,INC. a S€ i 198 E.0AMApFACX BL'N x]]B vp V N SNTSE. nRy y OAN]A BEKN.iL 33W6 �y i n W i Ibl��li �— 5.25' x it TRINITY GLAaa 1.sa o J 6 SIDE 6 NEAOJAMBS ra DOOR SWEEP OUTSWING SIDELITE SPACER v ® 0 MATERIAL:WOOp MATERIAL:WC MATERIAL:PVC O O « —ass• y' get 5we 6Q HINGE ! S 4pm F MATERIAL STEEL s.u— t5 OU73WING SIOELTTESPACER HEAD JAMBS MATERIAL Pvc a H LJ MATERIAL:PVC U) oo Z fo OUTSWING SILL s.zs � o h ALUMINUM WITH WG SUBSTRATE FI i6T LLLL; R SIDE 6 HEAD JAMBS MATERIAL:WC A.58' oa• ♦b I NSWING TNRESNOLU . AWMINUM WITH PVC SUBSTRATE A58 1.22' n �95B'� za as R131 SIDE 6 HEAD JAM836 HEAD JAM83 1, SIDE 6 HEAD JAMBS 5 SILL KEY DETAIL ow5#: �MATER4LL',W000 U MATERIAL:WC O OPTIONAL FL 0867.3 5N�°29oF 32 l aD rxmRr ow STANDARD MULLION S $d U 1MTERIAL:PVC It o c` k � Z A A 2 d s oP— a FAT MULLION > U MATERIAL:PVC a $ ELI o MULLION BASE KIT MATERIAL:PCIASA URETHANE GLUE 4 N' URETHANE GLUE A.SB 6 #8xl 114-PRH WS(4 NEAR SIDE) #Sxl 1/4'PRH WS4 FAR SIDE TWO-PIECE'FAT'MULLION ra STANDARD MULLION SECTION A-A ( I �— MATFRIAL WOOD MATEPoAL DW6S FL-20867.3 5H� 30OF 32 i-9UOwa 1NA LATCH(BLIND HOLE) r ox SCREW LOCATIONS(TYPJ— DEAD BOLT(]HRU HOLE) T — 5.50' 33.1T SLBIEBDLTFOB STEEL 2.75' _2.50' Lr r163- 3.]5• 2.50 1D.50' x✓3 .gip 8.]5' TOPBDLTRETAINER 26.50' 93N'ALUMINUM 0 BOLT RETAINER 1 gaeo SLIDE BOLT ROp 2.• `c ASTRMACPL - t.]s' ALUM/NUM ASTRAGAL NEW A-A BB Aluminum Ae4egel by ER Pmeeme AWmlm,m As120M Assembly 0 0 SCREW LOCATIONS(TYP.) H�1 -�� 5.5P MAY L O O b, RUSNBOLTBAR p Diem Zm •s 20.25' t38' Le -T 7- o © o 3225' 8.13' �J••Q,O k b3 ,i.�0 O, be r-1.09' LL . 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(Jai, .1 _ ' 4mtt in;,•. (Non-Impact) for Florida Product Approval 11- L4 FL20lib7 R,.,,,,,, t No. 4421) Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Exterior Door Sub—Category: Swinging Exterior Door Assemblies Product: Glazed Fiberglass Door Inswing/Outswing Material: Fiberglass Product Dimensions: See Installation Instructions, FL-10867.3 Prepared For: Federal V1'ac, Wk 98003 Prepared by: ` .� vPEs F r Florida Protessw mn'a 7� nel hnee 73778 �\ O N Date: 07."_'S:_016 Contents: % pp '•..,q P:' tV� Evaluation Report Pages 1 -4 'c Digitally signed by Hermes F.Norero,P.E. tONA1-E�ss�s� Reason:I am approving this document Her mesM r )o, P.E. Date:2016.08.26 14:46:27-04'00' Florida No.73778 n BUILDING DROPS A Perfect Solution in Every Drop Date: 07/25/2016 Certificate of Authorization:39578 Report No: 4420 Manufacturer: Trinity Glass International Product Category: Exterior Door Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Glazed Fiberglass Door Inswing/Outswing (Non-Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL g 73778)for Trinity Glass International based on Method ld 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-20867.3,signed and sealed by Hermes F. Norero, P.E. (FL If 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" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall 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 Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing FL-20867.3 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions FL-20867.3 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 Certilicate of Authorization:29578 Report No: 4420 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. (FBC Organization it QUA1789) Performance Standards: The product described herein has been tested per: • TAS 202-94 • ASTM 283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 Referenced Data: 1. Product Testing performed by Architectural Testing,Inc. (FBC Organization#TST1910) Report#:F5877.01-109-18, Report Date:04/12/2016 Report#:F7081.01-109-18, Report Date:05/12/2016 Report M F8603.01-309-18, Report Date:05/27/2016 Report#: B5950.01-106-18, Report Date:08/29/2012 Report#:C3995.01-106-18, Report Date: 1 2/1012 01 2 Report#: D8467.01-106-18, Report Date:01/23/2015 Report It: D8467.02-106-18, Report Date:01/23/2015 2. Product Testing performed by Testing Evaluation Laboratories, I nc. (FBC Organization#TST4317) Report#:TEL 08-1370020, Report Date:07/10/2008 Report#:TEL 04251172, Report Date: 12/15/2014 Report M TEL 04251335, Report Date:05/05/2015 Report M TEL 01470437, Report Date: 11/30/2011 Report#:TEL 06-0918-2, Report Date: 10/10/2006 Report#:TEL 01370210, Report Date: 12/21/2009 3. Product Testing performed by ETC Laboratories (FBC Organization#TST2411) Report#:ETC-05-781-16179.0, Report Date: 12/21/2005 Report It:ETC-05-781-16208.0, Report Date:12/21/2005 Report#: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 C Perfect Solution t Every Drop Date: 0 o: 45/2016 Certificate of Authorization: 7/2on:29578 -/n/\\ Report 20 Installation: Refer to Installation Instructions(FL-20867.3)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(FL-20867.3)for design pressures based on size, configuration,and glass types. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4