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Home My WebLink AboutProduct Approval r }� F I I d BCIS Nome I Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff � BgS*SrtMae p unks Search Product Approval (; USER:Public User R r Product Approval Menu>Predur or Application Search>Application list>Application Detail FL# FL8228-R7 JCg l pf� Application Type Affirmation; Code Version '2014 PERFAITTIiJI Ca Application Status Approved pp pp S>.. Lucie County, FL Comments * Archived :.... InLE COP Product Manufacturer Masonite International Address/Phone/Email 1955 Powis ad West Chicago,IL 60185 (800)663-3657 sschreiber9niasonite.com . Authorized Signature Steve Schr6it er sschrelber@n asonite.com i Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 6teri.r Doo Subcategory nging Eictl riot Door Asse Compliance Method Certification Ihark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute 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 =3I affirm'tt at there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance vyith the new Florida Building Code. Documentation from approved Evaluation or Validation Entity `,,Yes CN 1 `';N/A Product Approval Method Method 10 (tion A does not exceed the design pressures listed. 12'-0"xatio W-101" Evalu .7 Reports max nominal size.Hurricane protective system required in FL8228 R7; AE S01 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-Opaqije Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228'R' C CAC N1006900.02.i)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/�02b Design Pressure:+55.0/-50.5 Installation instructions Other:Evaluated for use in locations adhering to the Florida FL8228 0 11 FL0161Dx&d 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 A7 AE 501A.pd 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 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites: j �.1 Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes FL8228 117C CAC NI006900.03.0 Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/202''0 0 Design Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7. 11 EL01152Dx,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" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.pd HVHZ and the Wind Borne Debris Region.See DWG-MA- Createdby Independent Third Party:Yes F -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 Certificatipn Agency Certificate Approved forP; in use Yes FL8228'R7 C CAC NI006900.03-nd Approved for . ieh V Yes ddQuality Aisurance Contract Expiration Date Impact Resl,tn!-No 12/31,qWo +55.0/_55.0 Design Pres,ted 5.5.0/_55.0 Installation Instructions or _t� ns Z rl L0162D., Other:Evaluated for ns adhering to the Florida FL8228 iR7 ,df Building Code including the High Velocity Hurricane Zone, VerifiedBy: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created i 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 10 AE 502A.12d HVHZ and the Wind Borne Debris Region.See DWG-MA- Created'!by Independent Third Party:Yes FLO162-07 for additional information. 8228.9 --TFibergl.ss Side-Hinged Door Unit 8'-0"Glazd'd Inswing Single or Double Door w/or w/o Sidelites? Limits of Use Certific altion Agency Certificate Approved for use in HVHZ:Yes FL82 8�R7 C CAC N1006900.04-od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installaki on Instructions Other:Evaluated for use in locations adhering to the Florida F1_8226'R� 11 FLo163DX,pd Building Code including the High Velocity Hurricane Zone, Verifiedi 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 1`1_822811R� 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-GILed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL82281 07 C CAC N1006900.04.0 Approved for use outside HVHZ:Yes QualitylAssurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+43.0/-47.0 Installoti6n instructions Other:Evaluated for use in locations adhering to the Florida FL8228i k7 11 FL01()3Dx.l2df` Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created tly Independent Third Party: does not exceed the design pressures listed.12'-0"x 8'-0" Evaluafian Reports max nominal size.Hurricane protective system required in FL8228' 117 AE 501A.pdf HVHZ and the Wind Borne Debris Region.See DWG-MA- created t Independent Third Party:Yes FLO163-07 for additional information. ........__................. ...----...... • [n 149'MAX. OVERALL FRAME WIUtH I O �i'.1 c�'dz�fc•.. � Q� SIDE-HINGED FIBERGLASS DOOR UNIT CI" MAX .36.375" MAX. 37.5" MAX. I _ RL l7 O.t.O.-- PANEL VVIDTFI FRAME WtI UTH � 6"-B"GLAZED DOUBLE DOOR WITH i WITHOUT SIDELITES f� WIASIRAGAt_ �- I a CENERAL NQTE$ _- I-,. I^ ......... c�....... ......................._. C7 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO TH@. FLORIDA BUILDING CODE AND WHERE PRESSURE I I Z U•• - REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I ULSIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTEDI I W Lr 'LC) . WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), "�� ' (Y) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED. i (n "L 7 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH'L), HURRICANE PROTECTIVE SYSTEM 15 NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. 4. POLYUREIHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM F.84. _. ---POLYSIYRENE-`CORE-FLAME'SPREAU !NDEX-OF15"- _ ..AND-SMOKE DEVELOPED-INDEX-OF-115 PER ASTM E84. S. PLASTICS TESTING OF FIBERGLASS FACING: i 1~sFS TEST DESCRIPTION DESIGNATION RESULT �..._._ ..................._.._.._ J SELF IGNITION TEMPASTM 01929 752 'F >_650 'f' -- -- " I m RATEOr BURNING _.ASTM U&35 -_-0$(i_N�MIN SMOKE DENSITY _ ASTM D2843 53.4% TENS•.LE S7RENGTH• ASTM D638 3.2%,DIFf-i a 6. PLASTICS TESTING OF LITE FRAME. MATERIAL: �I c TEST DESCRIPTION DESIGNATION RESULT OnUQLE DDUI? UNIT W/SIi)UITES a a SELF IGNITION TEMP I ASTM 01929 740 'F > 650'F In In RATE OF BURNING --�1I--AS.TM UG35 0.77 IN MIN __ �"%• N SMOKE DI•:N51tt I ASTM D2843 13.4% Cflf6(11�50(IND: N!a d G 9. J2'r In in�i to TENSILE STRE'NC'.bl• ASTM D638 -750% DIFF Rf1VWNLdB}: z =0 q • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Date Wei �• " zz z 4500 HOURS XENON ARC METHOD I g W h 7, IMPACT 13LA7ING (AMINATE MIAMI DADE BCCO NOA 09-0127.13. (i CL' � - ................ U -� � � , z 1CJ3i 2 0 C_') � !Ie� � ! i � U i � '• 1, �Ictp mti Li -J L-.0 U.-_11 �)00L'-�OUBLE •R UNIT §Lar_mQR 0-141 SINOIJ7 DOOR UNIT `f(��I, ,-RQQ„f.R._L(19LT_.yY� ELI:aES �JC��AIF DOOR UNIT W.151=9,95 WITH SIOEELITE WITH S(DELITE In CJ ¢u ..._ WHERE WATER INFILTRATION PERFORMANCE IS � Izl¢: /5/07 , I TARLE OF CONTF..NTS UE:SIGN PRESSURE RP. REQUIRED TO BE 157 OF DESIGN PIRLSSURE ._._ ._____.-.._.__�_ CUPIRG ftAX W!DTbI INSWiNC_ UTSWiNG _ ;NSVJING 0UI51VING OUISWING` SCALE N.i.S_,_ SHEcT jJ DESCRIPTION X i 37.5 +52.0 �i2.0 •N 55.0 -5�0 + .0 -79 0 +40.fi -40.0 +55.0 -55.0 owo.6Y: SS45 _ .,) TYPICAL ELEVATIONS & GENERAL NOTES •140.0 .7�.J ...__.._....._.___-..........____-----....._..._.........._._._.._......._ - I 4NCHORING LCC'ATIONS & DETAILS OX or XU 5 _ 752.0 52.0 +5a.0 -:55.0 +19.0 -t9.0 +aq,0 -40.p ••+5:i.0 -55.0 _ �._ _ - _..__ - ...................................1. ,S AN(:PI(7RINC LOCATIONS k DEIAIL.S 0X0�I17.:5 •1452.(1 --(S2.(1 +SSA -SS.d +19.0 -19.0 +4t1.C1 2U.C) •<SS.0 _55;0 RT H P.C. DRnNINC NO.: I i1XX0 149" +.y`2.0 -52.D +55.0 -SS.0 ,•19.0/ -79.O 1+40.0_.I -'�U:O_.*SS.U_f_-5.i.0� 533 nWG-MA-F(O,G2-07, IJ FLORIDA ' - High Dorn Thrpgho!d-Ucsiyn y5 -- •-^ •---i IS-Er t•00 3 i ............................................... U-) -] F— _ _ _ a: cx) 61. SEE DETAIL . ...- --.3" 3" ......... Qc U.J 0 V� Ln pi Ln SEE DETAIL LJ M V, -j 9 0 — SEE DETAIL SEE DETAIL 0 F3 1A - j 3- .1 R. fff a I 3" C ul 3" A III.i; -:7 " 11., SEE DETAIL A Caft&n No.: #8 X ,ASTRAGAL R R SOL!' HOLE :5 rt LIZ MUS Rll-.L.FD THROUGH u 2 uo z 'To wl 10 x 2" THRESHOLD & IN 4 THE N i. RE 'z S Of #8 2-7122' ................................... DEEP ENOUGH '175" T J-10 x 5,/B -1 ASTRAGAL RETAMEe BOLT FOR A 1- MROW ATTAC*I 12" #10 x 314" Si BIKE PLATE TO FRAJ'-4E #8 x ?.-1 10 x 5/8 10 x 3/4 AS SHOWN. 0.124"ANNEALED-- --OCCORA11VF INSERT 0,:z x 0.090"S-Ft.EX:IIG (OPTIONAL) DOW 932-, FRAME DOOR 0.124•ANNMED --.0124"TCMP, x 1-./2-pfis Q ETAIL T' TYPICAL CIAM '4K i'O'N 832 SrALC: 0.962"1 DOW 8.32-'-" 1 75" OWG.Ijy! SIMS 'All 041. -cl at tar;T. C=7 DUMB • ORAW340 T TYPICAL GLAZINr-QMTML TYPICAL. -GLAZING J2. INS- INC. T RESHOLiD —QUISVI h -.11D AL-T 11 RESHOT-i) 1IMPACT RATED _GI A`i:5 2 OF 3 .............................--UH r ......_... _..._ _._.._...__............ _ _._._._. .._................__.._ _._..._ -- -- _... ._......M__...__._......----............................_..._..._...........,........... ._..__ _ .._......_............. SEE DETAIL Lo "E" SHT. 3 _ ~ cr- 6., 6,. CL cr a n SEE DE'inl I } 0"SHT. 2 ! 4 .'F". ��....SEE DETAIL, a ,I • q " L,;z} "C" SHT. 2 i N . t I�ell SEE 00'Al "F" SHT. 2 6" O n 1. ANCHOR ANAl..YSlS FOR LOADING CONDITIONS PREPARED, SGN[:D AND SEALED BY LUIS R. I..UMAS, PE {FLORIDA {/61514} WITH THE LOWEST {€..E..AST} 'ASfENER RATING FROM ]'HE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 7k•+RESk-LOCO FASTENERS ANALYZED FOR THIS UNIT €N(:L!.iDf: �cann UI #10 WOOD SCREWS OR 3/16" TAPC:ONS. A PHYSICAL.. �v�^ SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR `o LOCATION. TAPCON EDGE. DISTANCE MIN 2-5/8". k:+AR.�YJARF BCH"D F ....-..___......_.w,..... ._..................................._..._..._.._.._--__..� 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRAD 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 4 � _. FJ, PINE ON CONTINUOUS HEAD AND S€€_€.. UNITS. BACK TO E SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH V. X 1/1'• I-ONG i't,A_T_ 5-1/2" CENTE-RUNE. CORRUGATED FASTENERS LOCATED 3" FROM EACH END (� '� 1. I d•" X G': Fut..L MORTISE E3t.1'T'T HINGES. AND MAXIMUM 7" O.C. OR #10 X ?" FLAT 1€EAD WOOD __._..�____......_.......___ � �„�w•�,�� SCREWS LOCATED 6" FROM EACH ENC AND MAXIMUM I 12" D.C. MAX :.i. THE WOOD SCREW SINGLE 5€-TEAR DESIGN VALUES COME FROM t.50,. ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.z5 MI" OF 1—(/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE —swan — sAe �NAAk! MINIMUM -EMBEDMENT OF 1-1/4', G atsa�hb:_ IIiGc49v rC� a",=_ tj5./+3;'..__. Cl �.� �._ i' smi M.T.S. 4• WOOD BUCKS BY OT'I iERS MUST Cic ANCI(Ok,ED PROPERLY 7O +. dIr> „ 5wS I s n ':�;T', :;imp I forte. awc.a,': — TRANSFE'R LOADS TO STRlJGfLIRE. ..........�__..... J• . MINlL9Utr1 DESIGN VALUE S1'Rx:Ni:7k•{ C?t' ANCHORS 1 i 1 l,..r3;i. aluerNc,+o TYPICAL WOOD BUCK TYPICAL MASONRY 0•.vc-mA-F0I62,...07 ANCHOR !NS'IALLATION ANCIIOR INSTALLATION ..S