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HomeMy WebLinkAboutPRODUCT APPROVAL - EXTERIOR DOORSFonda Bui[di Pia Code Onne BCIS HOMP Log In user Registration Hot Topics Submit surcharge stats & racts Publ"tions Contact us SC1S S-te Map Links Search Product Approval dbpr qo USER Pubnc user Product Aoornver Menu search a AppPiCaticin _L i..t , Application Detail FL A FL20867-R2 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 0 Trinity Glass International 33615 1st Way S Federal Way, WA 98003 (253) 875-7300 andrewn@trinityglass.com Andrew Na andrewn0trinityglass.com Exteior Doors Swinging Exterior poor Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2024 Locke Bowden P.E. ❑ Validation Checklist - Hardcopy Received Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 :illy %%w.11ondabuitding,org'prgw. am dti.aspx?param-wGEVXQ%tAgtbxPqOOTr/2hX5w225IfELGm56BuYCv7pFk2v846%2fT( 7LA'ro3d?Od[12'31'20202A5'31 Phi Flom. gii.ldinr Cede Online Equivalence of Product Standards Cemfied By Sections from the Code O I affirm that there are no changes In the new Flonda Building Code which affect my product(s) and my product s) are in compliance wish the new Florida Building Cade. Documentation from approved Evaluation or Validation Entity OYes ONO O N/A Product Approval Method Date Submitted Date Validated Date Pending FEE Approval Data Approved Summary of Products FL # Model, Number or Name 201 1 a. Fiberglass Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions, FL-20867.1, and Evaluation Report, PER4418, for design pressures, sizes, configurations, Installation requirements, and limits of use. 20862.2 S. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Instillation Instructions, FL-20862.2, and Evaluation Report, PER4419, for design pressures, sizes, configurations, installation requirements, and limns of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20861.3, and Evaluation Report, PER4420, for design pressures, sizes, configurations, installation requirements, and limits of use 20862A J. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20867.4, and Evaluation Report, PER4421, for design pressures, sizes, configurations, installation requirements, and limits of use 20867,5 e. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Method 1 Option D 10/21/2020 10/21/2020 10/27/2020 Description 6-8 Glazed "Impact" Fiberglass Door- Outlawing Installation Instructions FL20867 R2 II EL-20862 1 55 2016-08-26 not Verified By: Hermes F. Norero FL P.E. #23278 Created by Independent Third Party: Yes Evaluation Reports f L2086J RE AE PER4418 SS 2016-OR-06 ndf Created by Independent Third Party: Yes 6-8 Opaque "Impact' Fiberglass Door - Oldswing Installation Instructions _ ---- FI Jp862 RJ 11 FI -In-" I SS Jo11-11-16 fill Venfied By: Hermes F. Noem FL P.E. #23778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Thad Party: Yes 2-A...,.A "Nnn.lmmrl" zh—lacc nnm - lncwinn1D.,tminn Installation Instructions Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6-8 Opaque -Non-Impact" Fiberglass Door - Inswing/Outswing Imtallation Instructions EL2i R2 L Ft 20RS7 4 SS 20 6- 0- 8 df Verified By: Hermes F. Norero FL P.E. #73128 Created by Independent Third Party: Yes Evaluation Reports Fl 20867 RJ AF PFR4421 SS J015-OB-06.od1 Created by Independent Third Party: Yes e-0 Glazed "Non Impact Fiberglass Door - Inswing/Outswirg Installation Instructions F IOA67 RJ rl F -202162 5 55 2016-10-10.ndf h,tpwxnaw,dMuildingu pvP app_dil W,Ipr -wGF:VXQ tnglbxP40DT&,2bX5w 75[MLG 5GB YCNpR2% ffn Ah3 d11241Q@o3A5'31 RNI 1 11 I....Jmvf ld. npinm Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-2086/.5, and Evaluation Report, PER4422, for design pressures, sues, Configurations, Installation requirements, and limits of use. 20867.6 f. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20862.6, and Evaluation Report, PER4423, fordesign pressures, sixes, configurations, Installation requirements, and limits of use. Verified By: Hermes F. Norero FL P.E. #23278 Created by Independent Third Party: Yes Evaluation Reports FL20862 R2 AE PER4422 SS 2016-08-06rMf Created by Independent Third Party: Yes 8-0 Opaque "Non -Impact" Fiberglass Ogor - Inswingfgvmng Installation Instructions Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Thlrtl Party: Yes Evaluation Reports Created by Independent Third Party: Yes Londed,I z::2 The some or pores IS an ANEEo employer. r .. Under names law, email addressed are cook recwEsit vpp ^W are vour e.mad aEG,¢5 MeesM in resdenu M a psdox, n (pEs rpuKt, do MI pare madmetc p this entry brand,r . brand, Wood the OXke by par01Iry postnatal beer If on, rehave any pnesnms, p4u an ti 85osa)wn�W n 1395.-pant W ass.5Q), Dada sumns, affeetma..., 1, ztu, ec ,del Charon as4 F S m pace the oepamment wem an amen Me2n n they babe om. the art mash may ae used for appeal mmmpnimOnn who Mepte ne. n }l addresses em pudic recut. l pp ep,M wish M supply a pamnal address, please provide the Department end an eman address warn tan b made feasible m [M War To Inner— 1you are b imbese under trainer ass, f s., ple.se nkk ega . prevent Apames? Accepts: L71®w---1® .v UrltyMETRICS buy wvw llo idWuidinaug/pp app do a spa'ppvem>wOEVXQ DWhPgODTNSEX5wUlIMLG 50guYCv7pR2vBa ffWLAaJ dIM1.]o20245:11 pMi BUILDING DROPS 398 E. Dania Beach. Blvd Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization. 29579 954.399.8478 PH 954.744.4738 FX contact@lbuildingdmps.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 la Way S Federal Way, WA 98003 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, li `ss�sES rrrOr Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.08.26 1419:07-04'00' Florida Registered Professional Engineer #73778 Page 1 of 1 ANCHOR TO TROF BEAT REARMUSTANS) MAXIMUM Ai LONABLE SHIM STAFROTER UN SHIM OF IF ER I OF CONSTENCTISID OF LION DONSITS PCEJTX� OR RECESTER NVERMAILARTAFTE INSTANCEOFARTELLAULDENTRINDAINED INSTAL LATION OF 0 IF LANNI FOR LISTEDVENEER ME SONEEN Trinity Glass International OPAQUE FIBERGLASS DOOR IMPACT OUTSWING GENERAL NOTES. MEPFWL TsHGWNHERENIDDi MEET RE ACTUDTOCOMPLYWI ROpIOn BUILCI NGGCDE FELL INCILL PAGHN¢NOESSBEEN TEDAcRDI cow TO THE FDuawNG: µw;.A, SSSIT, L '. M}& AMA Ma DDADYOF mN E%ISTwc STRUCTURAL CONCEDE pANUM AS A uuN MND FORCE REFLECTING SYSTE M CLAIMANTS OR IMTHSTANONG AND LOAN FEMI PUED PRODUCT LOADS TOTHE wTpN IS THE REEPONDINUTY OT THE ENOINEER OR MCHHE Cl OF RECORD FOR THE PROJECT OF I NSTA W TION. %AXDIX BUONS WHEN LEEOI SNALL BE DESGNED ANO OREO TO PROPERLY TRANSFER ALL LOADS TO ME ONUCNRE BUCNOESCHANOINSTALLA➢O IDTHE REAPONSIRMLITY OF THE ECIEFERRECOL61'ON THE eRO.IFLT OF INSTAALLLATCHI,iECTOF THE INSTALLATIONCETAIL5 OESTRIEEOHERRIN AREGENERE ARTS MAKE HOT R AREAS NDACT PRDTECTrvE STATED IS NOT REO D TABLE OF CONTENTS SHI I DESCRIPTION _ _General notes _ T Ical elevations. dell n yrnssure6 .L T Ral elevafions, deli n Pressures _ O T )cal EDBV6tlOn6� deli n ressure8 _ T ical elevations. Min PORESTRUTERE _ 6 1 DUD, panel mmitruction details 7 Sidelite panel cons"Ution deti 8 Glazing details 9 Vertical cross sections 10 Vertical cross sections 11 Homomal cross sections 12 Horizontal cross seceons 13 Horizontal cross sections 14 Vertical S Horizontal cross sections 15 Haizomtal cross sections 16 Buck B Frame anchoring 17 Buck anchoring 18 Frame anchoring 19 _ Frameanchoring 20 21 Frame anchoring Bock anolndn 22 Frame anchoring 23 Frameanchoring 24 Buck anchoring 25 Frame anchoring 26 Can rents 27 Components 28 Components 29 Bill of materials Ogpally slgmd E y Hermes B NOTI P E. RIMI I em,wF.-TrIs.—Mnt a n f c y m mQQ N m e N n DEU nGN P0.50' MAX. FRAME HEIGHT mg m' F fa O O mO% HFlJOti:4(PIWW LJ BUll.DINS diCPS.INC N V SCALE: =�!��� 39BEDA1dA BEA018LVO. K33B N MS GANG BEAW.R 33Dr 3 74]5'M .O.A 112DP MM. O. A, aD TNINIfT liLTe1 FRMIE WIDTH FRAME WIDTH 2 3 1 mm9 1 2 3 1 4 Ue �14�U/ soa zr� -Xl 0 a 0 0 2 0 C) -up Ize j I 3 $ Z Q 3 3 9 CONTINUOUS READER AND SILL CONTINUOUS HEADER AND SILL g t p 414? d3�(1,1f k'� U'z DwG u. FL-20867.2 SHEET. 3 of 29 CONFIGURATION MAX. FRAME DIMENSION JAYS 6 MULLION TYPE DESIGN PRESSURE (PSFf POSITIVE NEGATIVE OIU)(O 74.75• X B0.50" WOOD i60.0 -70.0 PVC +55.0 -55.0 oxo Ilz.00^xea.5o^ wooD -ss.o ss.o PVC -55.0 55.0 v 150W MAX.O.A. FNAME WIDTH 74.00" MAX. FRAME WIDTH -' TV MULLION 3].25� MAX. FRAME WIDTH, � i Ti� NEW W 3 9 1 CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) ALUMINUM ASTRAGAL DESIGN PRESSURE (PSF) PVCASTRAGAL POSITIVE NEGATIVE POSITIVE NEGATIVE XX 70.00" X 80.50' +55.0 55.0 +47.0 47.0 OXXO 150.00. X 80.50'. +55.0 .55.0 H7.0 -47.0 1 LVL STILE FIBERGLASS SKIN INTERIOR PVC STILE CAP FOAM CORE SEEDETAIL2 EXTERIOR LVI-LOCKBI-mg .18 PVC STILE CAP L, STILE 1) HORIZONTAL CROSS SECTION 35.75' SEE DETAIL 1 Zd H H( &QPAQ� FIBERGLASS SKIN 0.079' TRICK MIN. FOAM CORE POLYURETHANE a DETAIL 1 LOCK BLOCK 1.56- TOP ME 1.25' PVC EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4) b, FIBERGLASS YARN REINFORCEMENT LOCKSET HARDWARE MANUFhGT.JRER MODEL T FIBERGLASS SKIN KV0KSET LOGK I DEADBOtT COMBO SIGNATURE SERIES WI DETAIL 2 KINIKSET LOCK I DEADGOLT COMBO SIGNXTLRESERIEI9. SCHUvGE LEEK f SERIES DENDBOLT: M SERIES IL FIBERGLASS SKIM (i�� 78. SEE SHT 8 -[78- FOAM CORE INTERIOR i.sr 57' LVL TOP RAIL ETAIL 1 EXTERIOR SEE D LVL STILE 7—j—hv LVL STILE TFIBERGI-ASS SKIN HORIZONTAL CROSS SECTION FOAM b� FIBERGLASS YARN REINFORCEMENT FIBERGLASS SKIN INTERIOR DETAIL I SEE SHT 8 EXTERIOR 1 25' L'VIL BOTTOM RAIL (1) VERTICAL CROSS SECTION FIBER GLASS SKVI 0.079- THICK MIN FOAM CORE POLYURETHANE Ng `i (SEE NOTE 1) ALUM IN WBUTYL 0x1-1I8"SELF SPACER SYSTEM HREADINGSCREW THREADING! W IW ANNEALED GLASS 0.0 PVB INTERLYER DUPONT SUTACITE OR ASP INTERUYER \ 1V TEMPERED GLASS 1"O.A. THK GLASS 12' GLASS BITE STRUCTURAL SILICONE (SEE NOTE 1) G1 GLAZING DETAq- #8 X 1-1I8" SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) 0.090' PVB INTERUYER 0OUPONT BUTACITE OR ASP INTERUYER 118"ANNEALED GLASS AIRSPACE 1)8' TEMPERED GLASS 1' O.A. THK GLASS GLASS SITE G9 GLAZING DETAIL STRUCTURAL SILICONE AS (SEE NOTE 1) ALUMINUM SPACER NBX1-118BE THREADING SCREW 118' ANNEALED GLASS 0.093'PV8 YER DUPONTBUTACITE ASP INTERLAVER 1.72' 1VANNEALEDGLASS _ AIRSPACE ,W TEMPERED GLASS 1' O.A. THK GLASS —12" GLASS BITE G1 GLAZNG DETAIL Al X I -IV SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) ,,-118' ANNEALED GLASS r0.097 PVB INTERUYER DUPONT BUTACITE OR ABP INTERUYER —1 IF ANNEALED GLASS — AIR SPACE 118' TEMPERED GLASS 1"0.A. THK GLASS yLALNG DETAIL — fl.24�,1.781" NOTE', (A8 FLUSH GLAZED FRAME 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ASS OR PCIASA 1,50' —L 252' 1' I MAHOOANYLfiE FRAME ABSABS ORS_ PC rxini 1 . L:1.n.a s'� IN z k D EW A Sid C C 11 1 2 3 EXTERIOR if 1 2 3 EXTERIOR H INTERIOR INTERIM R CAI CROSS SECTION THO" (1)�4IN? VERTICAL SECTION WI IX WOOD BUCK �,Z 2X WOOD BUCK ui Lu INTERIOR EXTERIOR 10 0- It El.l., TMIIN ... . .. .... WEF?TICAL CROSS SECTION G1.PY$ Q�iA1Fll'1' K K EMB MBI P . ' ve B —� A 0 ♦� O (SEE NOTE I) O C (SEE NOTE I) C L 13 i Z J EXTERIOR 1 1 Y J L EE a F EXTERIOR i M INTERIOR INTERIOR m rl VERTICAL CROSS SECTION VERTICAL CROSS SECTION V9/SHOWN WI IX WOOD SUCK V) Z o 'q4" EXTERIOR INTERIOR 5� 1 Lu Y O 10 (SEE NOTE 1) 13 U g - ..... K �O 19b'MIN, Q i q a EMB INP.) @w PFOF,,is VERTICAL CROSS SECTION owGu.��11 NOTE: pp FL-20867.2 1. SCREWS THRU HEAD JAMB AND SILL, EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS SHEET 10 Op 29 . 1-11CMIN 1-114" MIN EMS, (TYP) EMS (TYP)) C 1 2 3 3 J C H INTERIOR INTERIOR 11 G (SEE NOTE 1 E 6 EXTERIOR EXTERIOR HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 1-11C MIN SHOWN W/ 2X WOOD BUCK 4 MIN V) EMS (TYP) EMS. (MIN z C 1 2 3 V) r t Lu ix INTERIOR INTERI OR if n. F (SEE NOTE 1) 0 A E 6 EXTERIOR EXTERIOR P /31 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHOWN Wl 1X WOOD BUCKix 5z DWG NOTE: -2I Z �2 1. SIDELITE SCREWS LOCATED 6- FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. r � la' 110% 1 19 INTERIOR f P] 53 f Y] INTERIOR 1 13 O S - 0 R A p O OE F O O E F (SEE NOTE I) 9 (SEE NOTE I) 9 E EXTERIOR EXTERIOR (jl HORIZONTAL CROSS SECTION /$� HORIZONTAL CROSS SECTION m V) 1 ] ] INTERIOR 19 1 ] ] V1 H i K 0 1 i LU 5 p S 3 w O i 11 \ (SEE NOTE t) 1 8 f HORIZONTAL CROSS SECTION I y�ddA�t Ke T 9 EXTERIOR HORIZONTAL CRDSS SECTION NOTE: DELITE SCREWS LOCATED 6' FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 1 L�20867.2 SHEET. � 2 Of 2' 1/16 ��iRIh IT\ ELtlSn INTERIOR INTERIOR '. fS O 6 ^ a (SEE NOTE I) f1 O 1f (SEE NOTE tJ .. a+� O E F Ii6 'm1'Y qsq 6 EXTERIOR 7 H 8' w 933a`p R EXTERIOR EXTERIOR m HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION d $ Y f 16 INTERIOR N m 1H Z INTERIOR, 0 (SEE NOTE 1) O 1 fI*EXTERFOR O (SEE NOTE t) � ```0 / I P ...........EXTERIOR T 6 O 3 HORIZONTAL CROSS SEC710N n HORIZONTAL CROSS SECTION �%y "• Fes, a � DWG a: NOTE FL-20867.2 1. SIDELITE SCREWS LOCATED S" FROM EACH ENO OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FT-ET-Ti : QF 2p SHEET FUI INTERIOR XTERIOR n HORIZONTAL CROSS SECTION u9/ Direclmmjamb) (S1IG'mnlambl I' MIN EDGE DISTANCE SHEET ROCK �-gf' FURRING 141a" MIN EMS (TYP) SHEET ROCK FURRING (SEE NOTE 2)� INTERIOR QU • W 2� EXTERIOR rl HORIZONTAL CROSS SECTION �'Y Dlrecl to masonry )5119' min pmb) 1 MIN EDGE K DISTANCE DISTANCE 2a za i' g= �� 12 ?m �w �w 0 5 0 (SEE NOTE Q 0 � EXTERIOR INTERIOR EXTERIOR INTERIOR r3l VERTICAL CROSS SECTION %41 VERTICAL CROSS SECTION V9/ Direct to masonryoven Io masaxy (S1la' min pmbl (5-1)4' min pmb) NOTE: 1. SCREWS THIRD HEAD JAMB AND SILL. EACH SCREW$ LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 2. SIDELITE SCREWS LOCATED 6' FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. ROCK BI$11'Y d C ff F 867.2 OF29 1-114"MIN EMS. (TYP)1 _ - 1 1 3 C H 5 D C 1-114"MIN INTERIOR EMB (TYP) 11 `3°�F�^ SHEET ROCK`p� FURRING r =G� INTERIOR 5 EXTERIOR > 9 I �V 9 zn NORZONTAL CROSS SECTION V3/ SHOWN WI2X WOOD BUCK In m Z 1-11CMIN EMB. B.(OH P ITYP) H C EXTERIOR �+ N 2 3 C Lu w e K o L HORIZONTAL CROSS SECTION a° qjv Dirscl W masonry 3 2 (S1I4' mIa Jamb) INTERIOR e. p0 Y y3�ryw rQ�N s EXTERIOR > 3 A D Z m 2 33 �� HORIZONTAL CROSS SECTION bwG n: \LY SHOWN WI 1% WOOD BUCK FL-20867.2 "EET'15 of 29 4 O 2x BUCK N IX BUCK P DIRECT TO MASONRY F E mx E HINGEDETAIL 1 F MASO g OPEI G 2XBUCK N 1X BUCK P DIRECTTO MASONRY E TINGE DETAIL 2 BUCKANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER' aral W Me comers must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the 'MAX ON CENTER' dimensions am not exceeded. 2. Concrete anchor table: McnoR ANCHOR aw. MN. cEeNMa[E MIN Crsawwce TO _ 5ME ExBEL.ENT TOwMXNRVEWE 9n FM AVCMn Lo-4- �E6;pj WIW 1-114' 1 B' 1 1-1/2' WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8• edge distance, 8 1" o.c. spacing of wood screws to prevent splitting of woad. • �9'hYP,I ��IRIC•II�GL S4 "-LN�2X BUCK � qq L iX RUCK g � )DIRECT TO MASONRY ,��w yy•aa IYP. HEAD IA S MO$ c,_I . OC.IttP,I g3i IN TYR SILL FRAME ANCHORING STRIKEJAMB Masonry conseoction 8 2X BUCK I 1X BUCK N T DIRECTTO P MASONRY STRIKE PLATE DETAIL 49 1X12X BL MASONR OPENINI ' 4" 4' 4"I� O TYP. HEAD B JAMBS FOR REF. ONLY 4" CK V 1513- O'C.( BUCKANCNORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOP MIN. vrcE MIN CIFBMNCE TO F YGE EMREOMENTTOMRSOar TOvoX NV Ep EJV6 M'TOOR°111co x'1 141N 24"u�iL I 1" q"ni'anwrui�x1-i14" c°oN�1-114' 3" i-1l2" 1. Maintain a min. 5l8"etlge distance,& 1" o.c. spacing ofwood screws to prevent splitting ofwood. MAX. YP.) FOR XO. OX B XX CONFKiURA7KJNS SEE OE HINGEJAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as 'MAX ON CENTER' and at dre comers must be T STRNIE PL1ITE DETAIL F e 1 G 2X BUCK s.w N 1X BUCK 7 P DIRECT TO MASONRY E HINGE DETAIL 1 37RWE MULLION t 8 G 2X BUCK N 1X BUCK P DIRECTTO MASONRY E HINGE DETAIL 2 adjusted to maintain min. edge distance to mortar joints. Additional concrete anMors may be required to ensure lie *MAX ON CENTER' dimensions are not exceeded. D O 2X w� yy d sot 2 g $�d c y W5 C SCm F aNraaR neawa Pn. an. ar:ewaca 1N cceuurwf ro 2X G OX 69nf�l�,��7 esTO1 fa 12rw w�s114'1-1/4• 2'1/4'3/16• 1-1/a• 3- 1-1/2•4XWOOD SCREW INSTALLATION NOTES: VIEWA-A VIEW A -A VIEW BB VIEW BBMaintain a min. Wedge distance, & 1• o.c. spacing of wootl screws Head to mullion attachment Head to mullion a1MCM1nteM Sill to mulion allacM1ment Sll to mulbn adacM1ment to prevent splitting of wood. (StmMerd or Fat MUAbn) (Two-OaTe Fat Mullion) (SMMIanicrFat Mulion) (Two-piece Fat MUAion) sHEEr.18 OF 2 SEE HINE DETAIL GE _ 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYR HEAD 1 XIIX BUCK &JAMBS DOOR 'RA" OPENING I TVP.80.L HINGEJAMB — - \ FNAMEANCHONING Masonry constmotion CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as'MAX ON CENTER" and at the comers must the adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may Ile required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ^TvcEX pNCNgi MIX. IM UFMNIC£ MIN CIFNWICE TO slg Nr To wspMV EWE MM GENiu1CNM ITw su x T=( 1J4' 1.11r 2" 4' 1-114' 1" 4" VLT LeX1/d' i°iv' 3/15ILM' 1-114' 3' 1-112" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 518' edge distance, & 1"o.c. spacing of wood screws to prevent splitting o1 wood. �D IFINITv r. e � STRIKE PLATE DETAILS e.c(,YP.I .t ad s y 3{ J. 2XBUCKi OIXBUCK IfDIRECT TOMASONRY a HINGE DETAIL Z F � z e H C G 2X BUCK > p P DIRECT TO ot MASONRY STRIKEJAMB E HINGE DETAIL A/ A tl 2X BUCK u L 1X BUCK O TO , MASONRY MASON siarwa. TYP. HEAD O.c. RYPI IW2X BUCK &JAMBS ASTRAGAL SHOWN FOR REF ONLY LDOOR FRAME — MASONRY SEE HINGE DETAIL 2 OPENING E _ TYR SILL BI I B HINGEJAMB 1 FRAMEANCHrto G Masonry wnslmclbn CONCRETE ANCHOR NOTES: 1. Concrete anchor locatlons noted .."MAX ON CENTER' and at the comers must he adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be requiretl to ensure the 'MAX ON CENTER' dimensions are not exceeded. ONCIICN PaN NIn NIµ CIFARIIKE NNCLFM.1NLE ie }yp[ yg EERFLMEM to NxaelI edas MIUeiEExluKAlCe my x 1/4" 1-114' 2- 4' ulrwcon• r O 3116' 1-1/4' 1 3' I 1-112" W WO SGHEW INS I ILAI ION NOT ES: 1. Maintain a min. 518' edge distance. & 1"o.c. spacing of wood screws to prevent splitting of woad. R B o • 31 NEW A -A Astragal SMke @ Head ASTRAGAL : 7 STRIAE DETAIL 3 *12X BUCK1XBUCKDIRECT TOIMSONRY HINGE DETAIL 3 0F S D 2X BUCK N I BUCK P DIRECT TO E MASONRY HINGE DETAIL 2 R P VIEW BB MVagel Sldke @ Sill l ety I l,-ci1 l 8 � K� C pC$ F .21 BUCK ANCHORING 1. Concrete anobor locations noted as 'MAX ON CENTER' and at the comers must be adjusted to maintain min. edge distance to mortar joiners. Additional concrete anchors may be required to ensure the'MAX ON CENTER' dimensions are not exceeded. 2. Concrete anchor table: .x.I_I CLrnwwcsm mer+xoan sff a m ioa sLorn. once w uCHry n BEd' mvx 1l4' 1-114' 2' uT . 1/4' 1-1/4' 1" 4- ni= 3116' 1-1/4' 1 3" 1-112" WOOD SCREW INSTALLATION NOTES. 1. Maintain a min. 5/8" edge distance, 8 1"o.c. spacing of woad screws to prevent splitting of wood. IM IP) FOR OXO CONflGURATlONS INIT:" -I a_ 1 9i1 SEE HINC DETAIL NMC NIYGIIVRel Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min, edge distance to mortarjoints. Additional concrete anchom may be required to ensure the "MAX ON CENTER' dimensions are not exceeded. 4O NICHnH PNCHdi Mlx. MIN. OLEPMNCE MIN CIEAPNiCE To bPE SIZE EMBEOMENi iOMPSCNflYEWE PnJUsiMENi µCNN nw amm x 1/4" 1-114" 2" 4" TaPcoN`x usm�ncoxm 1/4" 1-114" 1" 4- P,.,.V 116" IA/4- 1 3' 1 1-112" WOOD SCREW INSTALLATION NOTES: 1, Maintain a min. 5/8" edge distance,& 1" o.c. spacing of wood screws to prevent splitting of wood. P.) 6 STRIKE PLATE OETA1l F IIWII II 6 G E MULLION E HINGE DETAIL 2 4161 Xq D 2X O 4X 6 VIEW A -A WEWA-A VIEWS-8 VIEW B-e 0ax Head to motion attachment Head to mullion attachment Slll to mution attachment Sill to mullion amiehou l (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) DETAIL GE I i XIJX RI I DOORFRAME MASONRY OPENING i HINGE JAMB X BUCK 1 L X SUCK D DIRECTTO — MASONRY TYP. HEAD d JAMBS 5 ATYP. SILL — I// r r rr r r — it r FRAME ANCHORING Masonry construction 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min, edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER' dimensions are not exceeded. PNCHGP CHOR MIN, MIN. LLENUKE RPHCE iO TYPE 92E EMBEaMENT TO MASONRYEOnE PWUMIMENTANCHOR ITwsamN+X 1IQ" i-114" 2" 4" u�mecoxe 1/4" 1-114' i' 4' ?oPcon�x 3A 6" 1-i14' 3' 1-12" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 51W edge distance, & 1"o.c. spacing of wood screws to prevent splitting of wood. T STRIKE PLATE DETAIL F 1 G sw' E HINGE DETAIL I III CESTRIKEJAMB HINGE DETAIL P �i i wod D �5 ° oxri u o C ° C a RUCKANCHOR/NG FOR OXXO CONFIGURATIONS 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be Negri red to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANON- PNCHOR MIN. IN. CLOvoWs MIN CLE Co t iVPE SIZE EMREOMEm TO MASONRY EDOE I➢JOSTMEM ANCHOR n, x 1/4" 1 1-14 2" raRLc5 1//4" 1- 1/14 1. rexnc' ico 4' 3' WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge dlstance. & 1"o.c. spacing of wood screws W prevent splitting of wood. X/2X SL ]OR FM ASONRI )PENINC HINGEJAMB 4' 4 �J _ • M 2X BUCK u L 1X BUCK D DIRECTTO WSONRY CK TYP. HEAD &JAMBS ASTRAGAL SHOWN ta' M FOR REF ONLY o.c.(7 USE S / D TYP. BILL BF — I - FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES. t. Concrete anchor locations noted as "MAX ON CENTER' and al the comers must t» adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. µ1]pt I µ. am MIX. �BmMFNT MIN. CIEMLNGE TOM.x9WXVEME MIN CtE cU g AWV6lNEHT µCX°fl urcor°x 1l4' 1-1/4- T 4' ° ulrawx 1/4' 1-1/4' 1. 4- �n"aIo`I°al' 3116' 1-114- 3" 1-1/Y 1. Maintain a min. 5/8" edge distance. & 1"ox. spacing of wood screws to prevent splitting of wood. nx. VP. ssv F G u 3E e ASTRAGAL G E VIEWA-A HINGE DETAIL1 Astragal Stake Q Head F & R 1 4 G r E NEW" HINGE DETAIL STRO(E DETAILI Astragal Strike @ Sill SIDE 4 HEAD JAMBS 0 T-0 MATERIAL WOOD 0 0 4.66' 0 To 2A4 MATERIAL STEEL u SIDE a HEAD JAMBST MATERIAL PVC 4.56- - 525 SIDE JAMBS OUTSWING S&L ALUMINUM WITH PVC SUBSTRATE MATERIALO WC 056 456'—� —244'— H AD JAMBS HEAD JAMBS MATEER"L PVC MATERIAL: WOOD Ll SIDE 1.22- N 2.-' rn SILL KEY DETAIL 329'� 4.56' V OUTSWING SIDEUTE SPACER » y MATERIAL'. PVC I � ��' 2 aQb STANDARDMULLIONo v MATERIAL: PVC A b tIt Q p n i K aCao 66' O q A Z H i n FAT MULLION 1 z66 — v Lu MATERIAV. PVC jy MULLION BASE KIT v OPTIONAL URETHANE GLUE 4sW URETHANE GLUE 4.66' $VO ♦yG���6 PILO PIEA "RA T'MULLION MATERIAL: PVC W F J— � I ��H ♦ p0.0F`Q #8x1 1/4- PRH WS (4 NEAR SIDE) o STANDARD MULLION #Sxi 1/4" PRH WS (4 FAR SIDE) 4 SECTION A -A o MATERIAL: WOOD DWG M FL-20867.2 "E"'27oF 29 �19.B3'� 001 SCREW LOCATIONS (IW.I SLIDE BMT ROD' STEEL TOPB�I I TAINEF 9-S4'ALUMINUM BOLT RETAINER SLIDE BOLT ROD ALUMINUM ASTRAGAL 1JS VIEW AJ Aluminum Astragal Amrnby L�TN' � br FLUSHBOLTBAR DI.t Zinc e © 9 r 1.W FLUSMBOLT Okrast Lnc � 3I VIEW Bb PVC Astragal Assembly DEAD BOLT(THRU HOLE) 5.5v 250' --I — LATCH (BLIND HOLE) 33.13' — aO ~ O r m ALUMINUM ASTRAGAL \Z0� b'8 A urnmwn Astragal by Endura Proob O a of DEADBOLT (THRU HOLE) -� LATCH (THRU HOLE) m PVCASTRAGAL �"'- PVC Aa' ey TMHty Z.5D' c a 0 V tN R 398 E Dania Beach Blvd. BUILDING DROPS Suite 338 16 A Perfect Solution In Every Drop Dania Beach, Fl. 33004954.399.8478 PH certificate of Authorization: 29578 954.744.4738 FX contact@buildingdraps.com Product Evaluation Report Of Trinity Glass International "6'8` Opaque Fibcrtglass Door Ou(sscino.. (Impact) for Florida Product Approval FL# FL20867 Report No. 4419 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Door Sub — Category: Swinging Exterior Door Assemblies Product: Opaque Fiberglass Door Oulsiving Material: Fiberglass Product Dimensions: See Installation Instructions, FL-20867.2 Prepared For: Jiiuits Gla,a Iniernational 33625 1" \A'aN s Federal \\a1. \\ 1 98003 Prepared by: Hermes I . Norero. P.F Florida Professional Engineer # 73778 Date: 07/25/2016 Contents - Evaluation Repon Pages I -4 Digitally signed by Hermes F. Norem, P.E. Reason: I am approving this document Date: 2016.08,2614:51:10-04'00' ,``�,tF trr0 rrr ,``ri 0 7 AO�: L T P•i'��`� F -. 2 'rrrris`StONAL E�G% s` ` Hermesk!fk��0 P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 o: 5/2016 4419 Certifirzte of Au[hodza[ion: 29578 Report No: 4419 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: Opaque Fiberglass Door Outswing (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 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-20867.2, signed and sealed by Hermes F. Norero, P.E. (FL ft 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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing FL-20867.2 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions FL-20867.2 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 Certificate of Authariranon: 29578 Report No: 4419 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 # 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 # TST1910) 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 M B5950.01-106-18, Report Date: 08/29/2012 Report #: C3995.01-106-18, Report Date: 12/10/2012 Report #: D8467.01-106-18, Report Date: 01/23/2015 Report M D8467.02-106-18, Report Date: 01/23/2015 Product Testing performed by Testing Evaluation Laboratories, Inc. (FBC Organization # TST4317) Report If: TEL 06-0918-2, Report Date: 10/10/2006 Report #: TEL 01370079, Report Date: 12/05/2008 Report #: 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 02010411, Report Date: 10/11/2011 Report #: TEL 02010412, Report Date: 10/11/2011 Report M TEL 08-01370020, Report Date: 06/10/2008 Product Testing performed by ETC Laboratories (FBC Organization # T5T2411) Report M ETC-05-781-16179.0, Report Date: 12/21/2005 Report #: 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 Installation: BUILDING DROPS A Perfect Solution in Every Drop Certifiw[e of authorization: 2998 Date: 07/25/2016 Report No: 4419 Refer to Installation Instructions (FL-20867.2) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (FL-20867.2) for design pressures based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4