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HomeMy WebLinkAboutProduct Approval I I I a EVA ME= rt„�n BCIS Home Log In User Registration ; Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff i BCIS Site Map { Links i Search i Product Approval USER:Public User :.r�tx:at -yew &nsc Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8228-R7 Application Type a ion Code Version Application Status CApproved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com I Authorized Signature Steve Schreiber sschreiber@mas Inite.com i Technical Representative Address/Phone/Email Quality.Assurance Representative Address/Phone/Email Categoy Exterior Doors Subcategory Swinging Extenoi Door Assemblies Compliance Method Certification Mai or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I 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 01 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. I I Documentation from approved Evaluation or Validation Entity UYes U No UN/A I Product;Approval Method Method 1 Optioi A i 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 1-501A.pdf HVHZ,-but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes S A-FL0161-07 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.pdf Approved for u=+ / :Yes Quality Assurance Contract Expiration Date Imps. Res i 12/31/2020 Design Pres urInstallation Instructions Other:Evaluatns adhering to the Florida FL8228 R7 II FL0161Dx.pdf Building:Code including the High Velocity Hurricane Zone, Verified By: National Accreditation i&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 AEI 501A.Pdf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FL0161-07 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 for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design'_Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162DX.pdf I 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.pdf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FL0162=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 ICAC NI006900.031odf 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 III 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.pdf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes F1_0162=07 for additional information. i 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 CertificateA Approved for use in HVHZ:Yes FL8228 R7 CI CAC NI006900.04.r)df 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 Othe6p Evaluated for use in locations adhering to the Florida FL8228 R7 Iii FL0163Dx.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 Pasty: 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 1`1_0163,=07 for additional information. 8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed dutswing Single or Double Door w/or w/o Sidelites Limitsof Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.pdf 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 II FL0163Dx,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 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. i - i 1.0 c ° SIDE-HINGED FIBERGLASS DOOR UNIT 'W.OVERALL FRAM£WIDTH J Q 8'-0"DOUBLE DOOR WITH/WITHOUT SIDEU149 TES z 21" MAX 36.375" MAX. _ SeEC!£C� N2kS D.L.O. _PANEL Y%ASTRAGALi'I I FRAME WIDTHCD EVAZO 1• TRE LUATED FLORIDAOR USE BUl0It4CNC00E AND WHERE(NG TO PRESSURE -••••-- -•-- _.....______.___._._. LL4 U Q ------ --- -----REQUIREMENTS-A5-DETERMINED-BY-ASCE-7-MINIMUM-- - ----- ---- - --- - _ __ _ __ Q. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 'ui l0 V 7.. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 9 M HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. _ (3)F--- 3. WHEN INSTALLED IN THE WINO-BORNE DEBRIS REGION, - - - - _ _ - U) '-'V) - EXCLUDING THE 14IGH VELOCITY HURRICANE ZONE (HVHZ), ,,.; P Lu HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIREO ON PANELS WITH NON-IMPACT CLASS. ---4.-=POLYURET14ANE-CORE-FLAME.-SPREAD-INDEX-OF-50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. s O POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT ` •, SELF IGNITION TEMP ASTM D1929 752'F > 650 'F u m RATE OF BURNING ASTM D635 0.56 IN MIN SMOKE OENSI?Y __ ASTM D2843_ 53;4x TENSILE STRENGTH- ASTM 0638 3.27 DIFF G 6. PLASTICS TESTING OF LITE FRAME MATERIAL: •---•--•- •--•- 'TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP I ASTM 01929 74D 'F > 850'F .__...___.....___.._-._...._ ._.._..._........... ... ._....__._. .._ _- -......... .,......._. a a RATE, OF BURNING ASTM D635 0.77 IN MIN 13.4K CA SMOKE DENSITY ASTM D2843 QQUDLE AQOR UN)T W/SIDEUTES � I TENSILE STRENGTH-.. _ASTM 0638 -•7.50%DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING __.. app„ Nm) CV Z �V) 4500 HOURS XENON ARC METHOD 1 R"0111d aaa• 0 AOF 7. IMPACT GLAZING LAMINATE MIAMI UE BCCO NOA 09-0127.13. 0819 f)9N8'�/�'. U _- ...•.-._ ....... .. __.................. ..........._. - __._ _ ---..._..- a a. ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® g0I0�1 -J:) W O_ LJ Q N o�x:) Ix e o, o .. . I ^amn �9 � � � a �11 uu 11 I 50aElio a1 �. Na� _ „SINGLE DQQB„ ff SINGLE:DOOR.UNI SINGLE-DOOR UNfT, .,I f ,QQQj {,IN1I=W 1D IT_�'- QOUBf„�;;fjQQ,�INITW/SIDEUTES -- - }ylTH 1D TT WITH %DELETE Cum¢z WHERE WATER INFILTRA110N PERFORMANCE IS ---- DESIGN PRESSURE RATING REQUIRED TO BE 159' OF DESIGN PRESSURE o"YE• 1�5�7 TABLE OF CONTENTS CONFlG MAXIVT165Fi _INSN/ItJG -)...........(5Ufi5W?NG SWFNG UUiSWL'G OU7'SWING" $ N.T.S. SHEET DESCRIPTION X 37.5 + O.D -70.0 +70.0 - O,U +19. -19.0 + 0,0 - .0 + -70.0 owc.BY: SWS TYPICAL ELEVATIONS & GENFRAL NOTFS __... -50.5 +55.0 _.•54.5 + - 9.0 4.40.0 40.0 +55.0 -•50.5 - 2 ANCHORING LOCATIONS & DETAILS OX• or _ _ /S +5 . I1 �d -19.77 +40.0. -476.15 +56.5• _*-'_ , cne.en __..- .. _ b -- _ 112.5" 4. 0.5 �0$ +3.0 -50.5- -1.19.0 19.0 +40.0 40.0 +55.0 X0.5! onW4r,No.. 3 ANCHORING LOCA IONS & DETAILS - KURT BALTfIAZOR --------- X90 lag +5 .5 - 0.5 •f•55.0 _50.5 _*19.0 --„_19.0_, ±40.0 -40.0 i•5�.0 -:i0,5 FLORIDA P.E. 01MC-MA-fL0101-01 �• High Dom Threshold Design /75653.3 - ....._..._............... _.._ SHEET 1 as 3 � m a SEE OEi1It. _-_{I 6' _L — 3 3'..E.. S" 3" —I 3" I �.._. "I G. 6.. I� 1— _jf 1 - 04 Ln In CL ICt?J • +� 1(') SEE DETAIL D" T. w �— — v w ME 0 — v { V ltt 2 SEE DETAIL cncn A N SEE DE N Q ( I aj � 3•• 3" - M -- r 6,. 6„ I _v_t v,tin vi� I 3" — 3• S" �— n I— z a I 6" SEE DETAIL. -� 6" Adlad011kNAMl z #8 x 2-1/2" go�Q. T #10 x 2" � ASTRAGAL RETAINER BOLTHOLE 0:)w Q. v MUST BE DRILLED THROUGH a U s /�10 x 5/8� DETAt....._"r" S'1' A THE THRESHOLD & INTO THE o T #8 x 2-1/?_" -- -• � �---!1 -�GJ. STRUCTURE DEEP ENOUGH — #10 x 1-3/4" ATTACH ASTRAGAL RETAINER L30LT • FORA 1.375° THROW G O #10 x 5/8" STRIKE PLATE TQ FRAME _ — o'-w #8 x 2-1/2" #10 x 3/4" AS SHOWN. DETAIL. "F" ASTRAGAL f�NnNQ U #10 x 2" 0.12M1•ANNEALED DECORATIVE INSERT FRAME / DOOR 0, 124"TEMP 09OT49AFLEX 1110-­­ -- —0(a'nONAL) Don 032 se X.1: vlts, . OUmSZ. DETAIL 'b" TYPICAL :y,��`'` ::"•:;. ATE: 115107 0.962"1 Dow 832 c��v:'• now 83z /� .:• scALe: N.'i.5. 1.375` 1.75" _ - - I I.Dd7" ;��^�v: Dow 832.../ ti•�F ..• On.Lm 5WS_ T T T 'j,_KO. Y: ._... EXi.E.RSOR Vi2ER RR EMOR "ti-- 1SIIEBIOfl oRnwwq No.: 1NS'NlN��r!3FHO�p UO 1SWING_ThIR[SHO.J I� HIGH DAM 0/S THRESHOLD TYPICAL_�IL71NG DETAIL TrPICAI.. r>1.AZING DETAIL, IMPACT RATED GLASS NQN-II✓1j�ACT,..GLASx sRCCr —OF 3 .............. .......... ....... ........... SEE DETAIL 01) "E" SHT. 2 cc — 61. u 0 .3 .3 .3� .3" ic=l 6. 6. 6" � U)c� in3" .3" cc R(D in a -c4r, C-A U9 IL -u Ln cn LO SEE DETAIL V) ;cc "D' SILT, 2 C. w 0 _SEE DETAILa N "C' SHT� 2 01 — —oc 0, to>- M dt1 I 0 3" .Lrl 1:: 100-1001 SEE DETAIL j `F" SHT. 2 V) 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED. zz -i Wi SIGNED AND SEALED BY LUIS R. LOMAS, PE Ad en to WR cz tr SIGNED #62514) WITH THE LOWEST (LEAST) 1.25 M*Mk- Ni6o(.1900 /t, ao FASTENER RATING FROM THE DIFFERENT FASTENERS No MIN 'Aw x BEING CONSIDERED FOR USE. JAMB, HEAD, AND 0.25 w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 01 M #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CL U LE SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8 . 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 9 SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED , 00 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE TYPICAL. MASONRY AT 10-1/2" CENTERLINE. C-4 M ,:�" FJ PINE ON CONTINUOUS HclEAD AND SILL UNITS. BACK TO, ANCHOR INSTALLATION 400 GRADE 3 CYLINDRICAL_BACK JAMB UNITS JOINED WITH I" X 1/2" LONG Ia, KWIKSET SERIES LATCH AND CORRUGATED FASTERNERS LOCATED .3" FROM EACH END SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AND MAX, 7". O.C. .OR:#10 X 2." FLAT. HEAD WOOD. AT.5-1,/2' CENTERLINE.MINIMUM WITH 8!' GRADE 1 SCREWS LOCATED 6*" FROM EACH END AND MAX 12" O.C. 1.50' (ANS'I/BHMA7 A166.16) SURFACE BOLTS' INSTALLED ooaR0 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0.25" ON LATCH SIDE OF ACTIVE DOOR PANEL (1) AT TOP fl I I I I I MAX A T DATE, 1/5/07 AND (1) AT BOT-OM. N ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —••••- OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL 2. 4" X 4" FULL MORTISE BUTT HINGES. scuF, N.T.S.— MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. FTWINC-NO 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCKANCHOR INSTALLATION SNEFT 3 OF 3 ............ ..............................