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Home My WebLink AboutProduct Approval RECEI% _D JAN 13 7117 BCIS Home ( Log In { User Registration Hot Topic Submit Surcharge Stats&Facts Publications 4 FBC Staff i BCIS Site Map Links Search i i 1C},� Product Approval M.- USER:Public User FILE Product Approval Menu>Rroduct or Application Search>Application List>Application Detail 8 FL# ,FL8228-R7 Application Type Ion Code Version 14 Application Status Approved i Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road i West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method 1 Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By i i J I affirm that there are no changes in the new Florida Building 4 Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes 0No 10N/A Product Approval Method Method 1 Option A does not exceed the design pressures listed. 12'-0"x 8'-0" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 501A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FLO161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 fi FL0161Dx.pdf 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" Evaluation 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. i Created by Independent Third Party:Yes See DWG-MA-FLO161-07 for additional information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved foruse in H •Yes FL8228 R7 C CAC NI006900.03.odf Approved for u outside HV Yes Quality Assurance Contract Expiration Date Impact Resi nt:No 12/31/2020 Design Press re:+52.0/-52.0 Installation Instructions Other:Evaluat tions adhering to the Florida FL8228 R7 II FL0162Dx.odf Building Code including the High Velocity Hurricane Zone, i 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 Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.13df 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"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900 03 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.odf 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" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 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"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 ' Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 f1 FL0163Dx.odf 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",'' Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 501A.odf 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"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,No ' 12/31/2020 Design Pressure:+43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 11 FL0163Dx.odf 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" Evaluation Reports max nominal size.Hurricane protective system required in : FL8228 R7 AE 501A.odf HVHZ and the Wind Bome Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO163-07 for additional information. -- .......... _- L() jj �f 149'AM. OVERALL FRAME WIDTH cc 00 SIDE-HINGED FIBERGLASS DOOR UNIT 20. .0. 36.375" Max. ;7,5" MAX. U 10 6'-8"GLAZED DOUBLE DOOR WITH I WITHOUT SIDELITES D.L.o. -- �'-PANEL STRAGAL VVIDTH�1 FRAME WIDTH Q GENERAL NO7E5 _ _._..-.-_ 1. EVALUATED FOR USE IN LOCATIONS ADHERING 'TO �- Lawc 011' THE FLORIDA BUILDING CODE AND WHERE PR@SSURE REQUIREMENTS A$ DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, OOES NOT EXCEED THE DESIGN PRESSURES LISTED. 1W- U)U 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Z (HT1 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 10 O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ¢ EXCLUDING THE MGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON i..l PANELS WITH IMPACT GLASS, BUTTS REQUIRED ON PANELS Tj WITH NON.-IMPACT GLASS. .,.t rp r,+r 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM, Ea4. ' POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER A5TM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: 1,92 k' TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP I ASTM 01929 752 'F R > 65 0 ATE-2_FIN SMOKE DENSITY ASTM D2843 53.4%, LL - 4 SIRENGT}1'. 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATIONRESULT �d DOUT3LE DDDR UNIT' N/SIDEL!TE'S a a SELF IGNITION TEMP ASTM 01929 740 'f > 650 'F RATE OF BURNING ASTM 0635 1 0.77 IN MIN Adkndn OIIo r N In(A?- SMOKE DENSITY ASTM D284J_ 13.4%_._. ATMA.. CIa> OA MI:-N_16-)4 -!i.i Tn to m TENSILE STRF.NCTFI'_ ASTM D63_B -7°�0% DIFE •COMPARATIVE TENSILE STRENGTH AFTER WE'A HERING DeeRevimd. - q/ � p �V 4500 HOURS XENON ARC METHOD 1 - 4 :W z 7. IMPACT GLA7ING LAMINATE MIAMI DADE OCCO NOA 09-012.7.13. _-_...__ -...._..._..__-SASS __ __ It �._.... .---._...._._ --SSSS_ - U DAN Ll, O CON I rVrZ� W e I I �I • o a I I n�i'� � • .� • r • I SINGLE DOOR LINT T DOUBLE DOOR LINTSINGLE DOOR UNLT $JLJ$J �jQ,QR,_uAjfL_,yISiDE([[E$ jIQUBLE DOOR L1NTF W/Slp jj S WITH SIOELITE WITH SIDELIT n a WHERE WATER INFILTRATION PERFORMANCE IS 1/5/07 _ TABLE OF_CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159 OF DESIGN PRESSURE SHEET _ DESCRIPTION CONFIO MAX WIDTH INSWING 0 TS ING INSWING _ UTSWING 0 TSWINGF (c'K�7 _ �_._---......_.._..__AAAA. ...-_ -_. X 37.5 +52.0 -57..0 +55.0 -?i30 +19.0 19.0 +400 -40.0 +55.0 -55.0 tore: SCMk'. SAMA_• 1 TYPICAL ELEVATIONS & GENERAL NOTES I -'_"- "_ "- "`-"-•"• p5bkffl :�* -55.0 0V 4'm` ...---SMSA.-.y1-�......_...... .._...._..__..............-__-. �. 19.0 19.0 -1 40. 40.0 ( 2 (ANCHORING I..CCATI0N5 & DETAILS I OX or XO 75F52.0 -52.0 +55.0 -55_.D '119.0 -19.0 +40.0 -40:D -55.0 tNK•m•: I 3 ANCHORING LOCATIONS & DETAILS - '' ------• ---- ----•---_ �---- KUFLOR DA P.L.AR _ _ sws 112.5 +,�2.(1 •-52.0 +S5.0 -5 - +40.0 -401.) 55.0 DFAN7N0 NO.: OXXU -aU.O55.0• 6533 DWG-MA-•FL0162-07 --��-High Dorn-'h{esho!d Desip y5 SNEET 1 0; 1n a� oQ �c> 8" - I- SEE DETAIL 3„ - -� fl G" - 3" "E �9' .....__._. V)O PC n 3„ +III to O a 4 SEE DETAIL - - >. 1 SEE DETAIL A _ D o -' - SEE DETAIL -7 6" 3"• f r 2t -- - � o 3. 3^1 I 6,._I - �• 6^ c�i m _ t rr dl SEE DETAIL. pWM RUN ,F., VJ Vt Ctgd7 adaT KD.: tJ r-t 4 vo..rC i z o #8 x 2--112" Date Rer ewBr �ig-1 i` 2 . U JR ®-® ASTRAGAL RETAINER BOLT HOLE g,o K Q' 1n MUST BE DRILLED THROUGH ja 0 o v 8 x 2-1 2,. #10 x 2' THE THRESHOLD & INTO THE d' wQ ✓1 1 / _. _::::'::::::__.v:: S ii2UC1'URE DEEP ENOUGH a vu_�_ca w #10 x 5/8" ~ ~ Dr_.CAI(- EI' ASTi?gam == FORA 1.375" THROW c�t ' ATTACH ASTRAGAL RETAINER BOLT #8 x 2-112" r- #10 x 3/4" STRIKE PLATE TO FRAME DEE1AL_,':F" ASTRAGAL 00 r. -i. #10 x 5/8=- AS SHOWN. 00 0 #10 x 3/4" r` v N cif 11 0.124'ANNEALED—_ DECORATIVE INSERT 01 ...e} #IU x 2 — ''� 0.090"SAFLEX MG (OPTIONAL) DOW 832 '— FRAME DOOR 0.124•ANNEALED— •--.0124•TEMP. - / ..� BB X I—t/2'PHS DETAIL "D" TAih '_�:: �// o tim¢z TYPICAL •�i�AM i y7.p� ,.., wTE: 1/5/07 OOw 832 DON 832 SCALE; 0..96'2"4 1.U4'Y" :At"•' N.T.S. r 7.'75" I M cow alz�� w2rv.., Dwc.Dr: S4Y5 1.375" C - a _.... �' EIIIEIil91i ._'�' �'A10.R E%]E914R iNTFRIOR ria.m: { I 6RAWIt:C N0: TYPICAL GLAZING OFTAII. TYPICAL_ GLA71NG DE181 INSINING„ ThIRE$hl�..f� ' ' Dw0-MA THRESHOLD IMPACT RATED GLAS� -FLolcz-m sNE¢s 2 or ,3 I SEE DETAIL ._.. 3.. --i w-,",ter'-- lk M) N W U CL U SEE DETAIL I a U)CJ t 1: „D., SHT. 2 ZOO; 1.0 SEE DETAIL "C" SHT. 2 I (A 1 ujui o `.i 6 I _ i_...6., I 3 I SEE DETAIL .. _ "F' SHT. 2 6' ATTASHMENT to0V1.V) 1. ANCHOR ANALYSIS ADING CONDITIONS PREPARED, (A 12`n SIGNED AND SEALED BY LU.. z 11n ' (FLORIDA #62514) WITH THE LOWEST (LEAST) o zz FASTENER RATING FROM THE DIFFERENT FASTENERS 7'" !4 lillQ I BEING CONSIDERED FOR USE. JAMB, HEAD, AND liz u o J THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDEn' #•10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �n o z SHIM MUST BE PLACED IN SHIM w SPACE AT EACH ANCHOR w L LOCATION. TAPCON EDGE DISTANCE MIN 2--5/8". I,1A\�Q'�JAR,�......$CHEUULE z CL Z- � CL �+ 2. MULLIONS 1•0 BE 2•-1/2" X 4-3/8" STRUCTURAL GRADE 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �'�;g o FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED �j I BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 14" X 4" FULL MORTISE BUTT HINGES. AND MAXIMUM 7" O.C. OR X10 X 2" FLAT FIEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12„ U.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" n m a o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN �- MAX„ MIN ° °.. t —MAX OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM y SHIM A r ailbNAAA ' ...... oalE MINIMUM EMBEDMENT OF 1-1/4". Ce16(xaCNo: tJiGW49�'-iL� sour: N.T.S. CL-._ ..,^.: CL__I I_ .may REviex°:dSy. _�_'�.� 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO v;e :'"' Da?eRe+�va�: a/r.:.i7 �--= °rig aY SwS 'JP1 .�?J ...................-__........... 1RANSFER LOADS TO S'TRUCT'URE. t cl«.w: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 1 BS. onAwlc'rTo, TYPICAL WOOD BUCK TYPICAL MASONRY On-MA-FLO162-07 ANCHOR INSTALLATION ANCHOR INSTALLATION