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F{_# 8228 R7 JUN G. � 12"017 Application Type A anon Code Version 2014 !; (' FtF fi l iii;.~ Application Status Approve' Si, Lucie Comments Archived _? r rt COF'�',[ Product Manufacturer Masonite Inte idna Address/Phone/Email 1955 Powis R West Chicago, 6018 (800)663-36 7 sschreiter@m isonite.com r+. fi Authorized Signature Steve Schrelb r sschreit'rr@m sonite.com t Technical Representative I Address/Phone/Email Quality Assurance Representative hi Address/Phone/Email ri 1' I` Category Exterior Doo Subcategory Swing! g Exteior DoDoor Assemblies Compliance Method Certification N ark or Listing �i Certification Agency NationaII Accr ditation&Management Institute Validated By National q Accr ditation'&Management Institute r: (i i Y Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 2Q2 1994 r 1i Equivalence of Product Standards s Certified By ft t _: I affirm that there are no changes In the new Florida Building Code which a fect my product(s)and my product(s)are in compliance vy ith the new Florida Building Code. n Documentation from approved Evaluation or Validation Entity 'YeS r No ON/A jG c Product Approval Method Method 1 Opiion A r: i i i 4; does not exceed the design pressures listed. 12'-0"x 8'-0' Evaluai6on,Reports max nominal size.Hurricane protective system required in I FL8228 R7 AE 501A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by*,Ilidependent Third Party:Yes See DWG-MA-FLO161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaqu Outswing Single or Double Door w/or w/o I Sidelite's Limits of Use Certificatiol Agency Certificate Approved for use in HVHZ.Yes F L82f6 R7 c CAC N1006900.02.od Approved for use outside,HVHZ:Yes Qualif .y Ass6rance Contract Expiration Date Impact Resistant:Yes 12/31.V202b Design Pressure:+55.0/-50.S Instal Instructions Other:Evaluated for use In locations adhering to the Florida FL822 �-I FL0161Dx.od Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed.12'-0"x 8'-0" Evaluitioneports max nominal size. Hurricane protective system required in 88228 R7'i;AE 501A.od HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FLO161-07 for additional information. 8228.7 Side-Hinged Door Unit 6'-8"dazed4nswing Single or Double Door wl or w/o Sidelit es Limits of Use Certificatio�Agency Certificate Approved for use in HVHZ:Yes FL8228 8 R7 IC CAC N1006900.03.od Approved for e HVHZ: Z:Yes Quality Assurance Contract Expiration Date Impact Re * ant. o 12/31j2020 Pr. Design Pre:+52.0/-52.0 Installation or I Instructions s Other:Evaluated or adhering to the Florida FL6228 R7 III FL0162Dxj)d Building Code including the High Velocity Hurricane Zone, Verifibd By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 0 1AE 502A.pd HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party.Yes FLO162-07 for additional information. 8228.8 Fiberglass Side-Hinged Door Unit 6'-8-bazedI Outswing Single or Double Door w/or w/o Sidell6es I Limits of Use CertiocatioAgency Certificate Approved for use in HVHZ:Yes FL8228 R7 (C CAC N-1006900.01od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,No 12/31/202C Design Pressure:+55.0/-55.0 Instailaticii i Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R71 11 FL0162DX.pd Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed.12'-0"x 6'-8" Evaltiation Reports max nominal size.Hurricane protective system required in FIL8228 R7i AE 502A.odf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by�Independent Third Party:Yes FLO162-07 for additional information. 8228.9 Fiberglass Side Hinged Door Unit 8, _0",Glazej Inswing Single or Double Door w/or w10 Sidelites I Limits of Use CertificatiJn Agency Certificate Approved for use in HVHZ:Yes FL8228 R71 C CAC N1006900.04.r)d Approved for use outside HVHZ:Yes Quality Asgurance Contract Expiration Date Impact Resistant:No 12/3`1/2026 Design Pressure:+40.0/-45.0 Instructions nistructions Other:Evaluated for use in locations adhering to the Florida FL8228 RO FL0163Dx,Pd Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed.12'-0"x 8'-0" Evakiatlonj Reports max nominal size.Hurricane protective system required in FL82 1�?8 RA AE 501A.pfff HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO163-07 for additional Information. 8228.10 Fiberglass Side-Hinged Door Unit 8'-0'I'Glazeill Outswing Single or Double Door w/or w/o I Sidelttes ' I Limits of Use CeWification Agency Certificate Approved for use in HVHZ:Yes FL.8228 0 C CAC N1006900.04.0 Approved for use outside HVHZ:Yes Quality Asii;urance Contract Expiration Date Impact Resistant:No 12/31/202 Design Pressure:+43.0/747.0 ImAllat4 Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 11 FL0163Dx,pd Building Code including the,High Velocity Hurricane Zone, Verified 13V{ National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created b Independent Third Party: does not exceed the design.pressures listed.12'-0"x W-0" Evaluation Reports max nominal size.Hurricane protective system required in FL82 9 R7 AE 501A.Ddf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created bye Independent Third Party:Yes FLO163-07 for additional information. Lr) 149'MAX, OVfRALL FRAME WIH GSC cc LSO SIDE-HINGED FIBERGLASS DOOR UNIT 21 MAX 36..37!5' MAX. cr PANEL W101TI— 37,5' MAX. 6'-S"GLAZED DOUBLE DOOR WITH!WITHOUT SIDELITES VIIA51RAGAI. FRAME' WIDTH z Q. _j 1. EVALUNrEO FOR USE IN LOCATIONS ADHERING TO7H`4. FLORIDA BUILDING CODE AND IVIIERE PRESSURE U,- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lizto(i 2. WHEN INSTAL.EO IN THE HIGH VELOCITY HURRICANE ZONE (HVF(Z). 2 H RRICANEPROtECTrvE SYSIDA (SHUTTERS) IS REQUIRED. Q) J. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION), Lu EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (ViVH7.). tF HURRICANE PROTECTIVE SYSTEM IS NOT REOUIRED ON PANELS WITH IMPACT GLASS, BUT'IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. rs 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 dj POLYSTYRENE CORE FLAME SPREAD qNDEX OF is, AND SMOKE DEVELOPED INDEX OF 1:15 PER A 16 E84 TOT DESCRIPTION OESIGNAnON RESULT SELF IGNITION 7EMP ASTM D1929 752 -F > 650 -F Lf;ykTi_2 .BUfRNING A57M I SMOKE DENSFrY ASTM D2843 53.4% TENSILE ;rRENqIH* ASTM D638Ad 3.2% OIFF 0 6. PtASnCS TESTING OF LITE FRAME.? MATERIAL: TEST DESCRIPTION DESIGNAWIN RESULT povatL L)oog (&(r Lf wls yo I SELF IGNITION TEMP ASTM74—"a-, c RATE OF BURNING STM 0635 0.77 IN MIN Aftn�AMNM 4A 4A In to S41OKEDEN&TY ASTM 0284.3 13.4% 7-- S71D63§ 7_56� DIFF UdGdmfb. Nia F COMPARATIVE•TENSILE STRENGTH AFTER WEATHERING Dale z 0 4500 HOURS XENON ARC, METHOD I z 7, IMPACT CIA71NG LAMINATE MIAMI DADE 8CC0 NOA 09-0127.13. 0. r z ui!� if: 11 > 1_4 4' ch; SINGLE OGDF? UtV QQUdLF- DOOR NDOOR 0 51,11GLE DOOR UNI QUETLE DOOR UNf_r oll, WITH 1. 1T WITH StpELITE, WWERE-WATER—IN FILTRATION 1 ERF'ORMANGE IS-- TABL.E OF CONTENTS DESIGN PRESSURE RATING REQUIRE[) To BE 15% OF DESIGN PRESSURE molli INSWiNG OU jN SWING QUISWING OUIwlp%G, ,-Ur, All"S. 37.5" 4.561,67 Z.6 i'-;-i ELEVATIONS & GENER.AL NOTES t- :_ 1...- -.1 _44--o 7--40.0 +55.0 -55.0 2 ON & 7-5 t 19.0 •1910 F4o.0 _L_ clig,w- _sDenH:rvr,rte: ws 19.0 Z - 1.0 T5..0 55.0 G CATIONS & DETAILS - • • 0--Z __595d_ FLORIDA P.E. :;71 19 4:ZiQ; KURT EALTHA-70P r High Dom Thmshold DOsign SHEET I Of 3 ................ _ ._ _ _1 .................................... 6 - SEC c) E DETAIL :E . -1 3" A Q.) <r T1 0 IN Lr) C3 0) SEE DETAIL J w LLl (f) In SEE DETAIL 09 SEE DETAIL 6" J I 3" 3"f 6,:�t "� t' 6 zl d 3" 3 3" (n M W(A SEE DEI A&mdvmI0W9 X V1 x 2-1/2" Ln w ,,ASTRAGAL ,TA1 IR BOLT HOLE MUST BE DRILLED THROUGH uj J10 2" THE THRESHOLD & INTO THE 2F N ............. 112 ........... STRUCI'URE DEEP ENOUGH r,0 (L #8 2 3-1) T- EIA)L -jA,:K[R6QA-J- FOR A 1.375' THROW #8 2-112" #10 x 5/8 10 x 314 ATTACH ASTRAGAL RETAINER BOLT Df,:FAf "ELA TRAgA-, 0,0 N 0 _ 5 __, UJ L STRIKE PLATE TO FRAME 0 x 5/8 AS SHOWN. N D #10 x 314 T Tz 0.124"ANNEALED-, D-s IV-DECORATM INSERT Z- (CIP110MAL) DOW M, Po x 2 0090"SAREX TG-i ._t: -.0124'7EMP, 08 X 1-112'P11', FRAME DOOR 0.124"ANN= cz Ulm<d TYPICAL. CAM SCALE 00W 832 09 832 DOW Z1132-1---, 21c-- sws-- 1.75" .375" Al. Da.Effim iNTFRI" cAlst.ar; F 10 DWG-MA--FL#)16;' 07 1 N-5.W!t N D JR�5 i H i D _oU-,swi.,jGL'Li-gR-. -.t IMPACT GLASS SHUT-4 OF.,3 .................. .............. ............... ........................................................................................ SEE DETAIL6"_ 3" cr_ "E" SHT. 2 ............. . ................. _j (h O CL SEE DETAILQ yr D" SHT. 2- ct) SEE DETAIL "C" SHT. 2 I 1 0 r 4-- A-H _4........ 1 I I I j ..... V SEE DUN,.. SHT. 2 AMA OET Alt... 1. ANCHOR ANAI..YSIS FOR LOADING CONDI' SjGNED AND SEALED BY LIPS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) Z Z— "'-ER 'r FASTENER RATING FROM THE DIFF EN.- FASTENERS U ` BEING CONSIDERED FOR USE. JAMS, HEAD, AND ui z: bi n. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cy 0 #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL C.)at)c Z SLflN,f M� _P '" 0 us'r BE PLACED IN SHIM SPACE AT EACH ANCHOR LA LOCATION. T PCON EDGE DISTANCE MIN 2-5/8-- A ......................... 2. MULLIONS 1'0 BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. lKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 0 m;!E.5 C-1 ES 980 GRADE 1 DEADLOCK -HARDWARE TO BE INSTALLED UNITS. BACK Ti? SERI FJ PINE ON CONI"INUOUS HEAD AND Sl..l_ 1/2" LONG BACK JAMB UNITS JOINED WITH 1" X CENTERLINE. -------- c1l CORRUGATED FASTENERS LOCATED 3" FROM EACH END 14" X 4" FULL MORTISE BUTT H!N-GE:S. AND MAXIMUM 7" O.C. OR #10 X 2" FLAT 11EAD WOOL) ............... SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. MAX F THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME ANSI/AF&PA NDA FOR SOUTHERN MIN MIN •0,25" I r,ERN PINE LUMBER AND ACHEIVEMENT MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST AC SHIM SH-Im MINIMUM OF 1-1/4 . N.T.S. CL CL 4. WOOD BUCKS BY OTHERS MUST BE ANC11ORED PROPERLY TO BY. sws 'IRANSFER LOADS TO SDRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH Or- ANCHORS 171 1 Bs. TYPICAL WOOD BUCK TYPICAL MASONRY 0 I&C-NA-PLO 162 07 ANCHOR INSTALLATION ANCHOR INSTALLATION ErEE-1