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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 i Ell kodda Liei:a°'T'1°"ttd BCIS Home Log Ing;pUser Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Busines *Product ProfessialApproval USER:Public User !° ii 1 IP�IigR+7J. B ',. ! Product Approval Menu>Product or Application Search>Application List>Application Detail �i�Iti�'iliYl y a FL# 228 R7 Application Type Af ii ation Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Masonite International Z� Address/Phone/Email 1955 Powis Road ��q. VIC— West Chicago,IL 60185 t (615)441-4258 OG C sschreiber@masonite.com 15 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 Compliance Method Certification Mark 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 I 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. Documentation from approved Evaluation or Validation Entity 'OYes G No C. N/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquftCwaMPtp3 T... 10/3/2015 Florida Building Code Online Page 3 of 4 ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.pdf required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region.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.odf 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 F1_8228 R7 II FL01.61Dx.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228_R7 AE 501A.12df required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region.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 for use in HVHZ:Yes FLt3L7t3_,_Rl_C.CAC,NI,Ql1<<3Q,03.r�dF 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 FL8228 R7 iI FL0162Dx.pdF Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.0 required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes DW -M -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 HV e FL8228 R7 C CAC NI006900.03.odf Approved for outs HVHZ: s Quality Assurance Contract Expiration Date Impact Resi ant:No 12/31/2020 Design Pre ure:+55.0/-55.0 Installation Instructions Other: Evalu ocations adhering to the FL8228 R7 II FL0162Dx.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.pdf required in HVHZ and the Wind Borne Debris Region. See Created by Independent Third Party: Yes DWG-MA-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 FL-8228 R7 C CAC N1006900.04.pdf 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 FL8228 R7 I1 FL0163Dx.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228R7 AE 501A. df required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-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 NI00C,200.Q"df 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 FL8228 R7 II FL0163Dx.j)d Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.pdf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-FLO163-07 for additional information. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 10/3/2015 CL DO // 149"MAX. OVERALL RAVE WIDTH LCIJCz�J?1' C' o 0 CD SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. (.0 - .L.O.- -PANEL WIDTfi 37.5" MAX. Dc p 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES I W/ASTRAGAL I�FRAME WIDTH~ z J GENERAL NOTES v)0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I W Q THE FLORIDA BUILDING CODE AND 'WHERE PRESSURE F- 0 U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, = DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ ! o LJ 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), I Z9 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, >C W EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). p HURRICANE PROTECTIVE SYSTEM. IS NOT REQUIRED ON J W PANELS WITH IMPACT GLASS, BUT IS RECLINED ON PANELS = C E _ WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: 5 0 0 TEST DESCRIPTION DESIGNATION RESULT a } z SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F o�o�mW RATE OF BURNING ASTM 2635 0.56 IN/MIN z v w SMOKE DENSITY ASTM 22843 53.4% TENSILE STRENGTH- ASTM D638 3.2% DIFF o w 6. PLASTICS TESTING OF LITE FRAME MATERIAL: 0 5 TEST DESCRIFTGN DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELITES ate. i SELF IGNITION TEMP ASTM 21929 740 T > 650 'F RATE OF BURNING ASTM 2635 0.77 IN MIN 10 I (/1`n V)Ln SMOKE DENSITY ASTM D2843 13.4% -_iQ 3�n�'3 3 m Cetiflcafim No.: N l 6 o&;00 TENSILE STRENGTH* ASTM D638 -7.50% DIFF RmgwwBr m 11 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Dale Review : Z H-1 4500 HOURS XENON ARC METHOD 1 9/ `�• p Z Z Lq 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. v O��U_jw� g Q o'lo cn i <0(n L' o uj :<C)0 n Ei N Z O B LL� B: I • 'J I LL I SINGLE DOOR UNIT OUBLE DOOR UNIT SINGLE DOCR UNIT SINGI.F DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH Sf0EL1TE WITH SIDELI o1olin¢z WHERE WATER INFILTRATION PERFORMANCE IS orate: 1/5/07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING I OUTS'NING INSWING OUTSWING OUTSW'ING• 4r LN-y s.: N.T.S. SHEET # DESCRIPTION - _ 19.0 -19.0 +40.0 -40.0 +55.0 -55.0 v+� OWc.BY: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0 + .0 -19.0 +40.0 -40.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS -52.0 +55.0 -55.0 9.0 -19.0 +40.0 -40.0 +55.0 -55.0 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +52.0 - 2.' +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT BALTHAZOR ORAWNG No.: OXXO 149 + + 52.0 -52.0 +55.0 -SS.0 +19.0 --19.0 40.0 -411.0 155.0 -55.0 FLORIDA P.E. • {56533 DWG-MA-FL0162-07 High Dam Threshold Design SHEET I OF 3 EL 00 Er 0 6"— —L SEE DETAIL —3., .3 E 33 0 OJ Q 6.. 6,. _ 6..— I I — —I— I— — cc U Lr)U W U ocy)I-_ a cn N SEE DETAIL_ I co V) — — .,D,. — —i I ¢ W SEE DETAIL — — 0 6 Li I — — SCE DETAIL w 0 un - z ----OG G- 6" v G 6 I x ^ —6" —6„ o � a F. a a s SFE DETAIL 6., AdderdatoWMI m cuffio uND: JJi6oG900-'-'i z =- 0 #8 x 2-1/2" luil�leQ.wl°8)a U J ck� ® �wwd ASTRAGAL RETAINER BOLT HOLE g o of o m MUST BE DRILLED THROUGHvv)o 0 #8 x 2-1/2" #10 x 2" oTHE THRESHOLD & INTO THE J w Q m STRUCTURE DEEP ENOUGH t z of w #10 x 5/8" DETAIL "E" ASTRAGAL FOR A 1.375" THROW o lz 51�I #8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "F' ASTRAGAL ro 0 #10 x 5/8" #10 x 3/4" AS SHOWN. ^o 01J h C4 N 0:Q 0.124'•ANNEALED DECORATIVE INSERT 0.090"SAF;..E%IIIG #10 x 2" (OPTIONAL) DOW 832 FRAME / DOOR 0.124'ANNEALED — .0124• TEMP. 16 X 1-1/2•PHS DETAIL "D" DETAIL "C" TYPICAL 1 �_;. DATE: 7/5/07 0.962"I OOW 832 '°,�•^L• COW 832 s"m'. ..`. •v�� SCALE: N.T.S. 7.375" — 1.7 11.047"' •:;pn.,g. DOW 832---- 5" •,,:.f._,... atmI EXTERIOR INEXTERIOR • .INTERIOR CHK.BY: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWING NC.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NON-IMPACT GLASS DWG-MA-FLO162-07 SHEET Z OF 3 Lo SEE DETAIL - 3" 6" cr 6" CL Do "E" SHT. 2 3" �1 7 3" Q37 Q) —1 6" cr- �CD ry Lu ui zt SEE DETAIL u)U 3- (n D" SHT. 2 Ln c)) Cf) U < L-Li SEE DETAIL "C" SHT. 2 0 7 1— 0 0 --oA 6" 6" E5 3- 3+� 3 H-3" Q SEE DETAIL 0 Z F" SHT. 2 0 CL ATTACHMENT DETAIL v)cn cn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, PE S,GNED AND SEALED BY LUIS R. LOMAS, PE Z (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 0 z Ld FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND "w3 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE XIR uj < En Df #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL aNo SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR :D WF u- LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE Ln > 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE l. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND FJ PINE: ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD — CORRUGATED FASTENERS LOCATED 3 FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. SCREWS LOCATED 6 FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SI-1 EAR DESIGN VALUES COME FROM 1.50" 1.25 now MIN 0.25" MIN"T7. 0.25" z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAX MAX 11 Hd� , OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM A&kdln',oNAMI DATE: 1/5/07 MINIMUM EMBEDMENT OF 1-1/4". C-effrafm ND.: t-416 t'qoq-/z/ SCALE: N.T.S. CL CL— ReAmedily. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.BY: Sws TRANSFER LOADS TO STRUCTURE. CHK BY: 5. MINIMUM DESIGN VALUE STRENGTH OT ANCHORS 171 LBS. DRAWING NO.: TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO 162-07 ANCHOR ANCHOR INSTALLATION