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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 - NA�"�* �)Oida Department! BCIS Home ! Log In } User Registration Hot Topics Submit Surcharge = Stats&Facts Publications FSC Staff ; SCIS Site Map i Links j Search ProfeSsiral :Aaryz. Product Approval y, USER:Public User g-i !�Regulation i.,.,,.mimiitiCi>iY iLiiilYA Product Approval Menu>Product or Application Search>Application List>Application Detail wsTC .t FL# FL8228-R7 Application Type Affir Code Version 2014 Application Status Approved ILE , i 1- '4 Comments CO Archived F- Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 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 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 O No O N/A Product Approval Method Method 1 Option A https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3TglBv... 1/28/2016 Florida Building Code Online Page 2 of 4 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL Model,Number or Name Description 8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and 0/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVH FL8228 R7 C CAC NI006900.01.Ddf Approved for us HVHZ: es Quality Assurance Contract Expiration Date Impact Resist t:Yes 12/31/2020 Design Pressu : +85.0/-85.0 Installation Instructions Other:Evaluated s adhering to the FL8228 R7 II FL0160Dx.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.3'-0"x Evaluation Reports 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 504A.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region. See DWG-MA-FLO160-07 for additional information. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.Ddf 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.3'-0"x Evaluation Reports 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 503A.Ddf 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. 8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque 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 NI006900.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.Ddf 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.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region.See DWG-MA-FLO160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"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 NI006900.01.Ddf 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 FL8228 R7 II FL0160Dx.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.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region. See DWG-MA-FLO160-07 for additional information. 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque 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 NI006900.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.Ddf 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: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq 1 Bv... 1/28/2016 00 149°MAX. OVERALL FRAME WIDTH cr 21° MAX 36.375" MAX. Q SIDE-HINGED FIBERGLASS DOOR UNIT -D.L.O.- PANEL WIDTH 37.5" MAX. Q O z 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH W/ASTRAGAL o co QENERAL-NQE5 ¢ O(.D 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE Fw- Q U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z �. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. _ �U 2. WHEN INSTALLED IN THE HIGH VELOCIIY HURRICANE. ZONE (HVHZ), ZO 14URRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. oo _ 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, -0 >� ¢ W EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Q p HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE w z,� w PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. (o 4 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. N 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT ? SELF IGNITION TEMP ASTM D1929_ 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN SMOKE DENSITY ASTM 02843 53.4% _ o TENSILE STRENGTH` ASTM 0638 3.2% DIFF o 6. PLASTICS TESTING OF LITE FRAME MATERIAL: p '- TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELITES a� a SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F En RATE OF BURNING _ ASTM D635 0.77 IN MIN AftdM towxi Z 3 >- SMOKE DENSITY ASTM D2843 _ m m m TDISILE STRENGTH- ASTM D638 -7..50% DIFF Cetbl'xelmn Fb.; Nf000 OD-rG/ • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING REIYIBIY��! p CD Dale Reviewedg/ /„ 4500 HOURS XENON ARC METHOD 1 z 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13 U J x rW�0. w ¢moo in 013 ® ® ® ® ® ® ® ® ElrA ® ® ® n g10�w o B00 no -on Doe a� � � �e no flu o2a � SINGLE DOOR UNI L SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES C]U WITH SIDEITE WITH SIDELITE Lm¢O WHERE WATER INFILTRATION PERFORMANCE IS DATE: 1/5/07 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 0 TSWING• SCALE: N.T.S. SHEET DESCRIPTION +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 DWG.BY: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +55.0 -50.5140.0 -40.0F55.0 2 ANCHORING LOCATIONS & DETAILS +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 CHIP.BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5° +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR DRAvnHc ro.: OXXO 149 +50.5 -50.5 +55.0 -50.5 -19.0 +40.0 -4U.0 +55.0 -50.5 FLORIDA P.E. DRC-MA-x10100-07 • High Dom Threshold Design #56533 St1EEt 1 Of 3 0 SEE DETAIL — —3" O Q 6" 6" 6"— 6. I6. — I ( W¢ O3, — z in n Z Lo L(� — — a a SD" DCTAIL — — W J J a 6 SEE DETAIL � a w SEE DETAIL „D„ — — w t3 w A n lTJ B _ ri H M H z 6„ l l r I i I I I 3" -1 - 3" _ I— � a a 6„ — SEE DETAIL —6 kddedntDNMlI r(�T m`J' i^uTIo u1 m CobfiCatim No.: N!6 o Reviewed By. c _ OateRe�ew : 0/2!>1 a ® T!w - ASTRAGAL RETAINER BOLT HOLE a of o MUST BE DRILLED THROUGH %av",o #10 x 2" THE THRESHOLD & INTO THE '=wQ 0 #8 x 2-1/2 STRUCTURE DEEP ENOUGH L z a #10 x 5/8" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW = 1 #8 x 2-1/2' //10 x 314" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL �aonl O #10 x 5/8° #10 x 3/4" AS SHOWN. nN01o'a r� /[ 0.124"ANNEALED DECORATIVE INSERT a.l 7t 1 0 x 2'' 0.090"SAFLEX IIIG (OPTIONAL) DOW 832 FRAME DOOR 0.124"ANNEALED— �--.0124-TEMP. / /�6 X 1-1/2"PHS1 DETAIL "D" DETAIL "C" — o v m ai'ej TYPICAL ::� ,•. 'a'� 1�5�Q7 •q„.$ DOW 832 DOW 832 •A.q SCALE: N.T.S. I o.s62"{ 1.75" 1.047" e�A,a DOW 832 c'y/ DWG.BY: SWIz 1.375" t' { . -T- { ' EISIELJ� •• NTERIQB FXTFRIOR INTERIOR CHK.BY: TYPICAL GLAZING DETAIL TYPICAL GLAZIivG DETAIL DRAWING NO.; INSWIN_ THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS NON-IMPACT GLASS DWG-MA-FL011.J�C7 SHEET 2 OF SEE DETAIL 6"— — 6" Lo "E" SHT. 2 3 Ir 3" — -•3" 000 -6.. o Z �0 r' o _ w 0 Q v a o tz �v N SEE DETAIL a 1-u- LoU D" SHT. 2 - - Lo r (3)LQ F- (9 SEE DETAIL � a a o "C" SHT. 2 _ Offw in B 0 N) A A .f G N B 5 o 10 o ��tr o 6•' 0 422 — �� ?; DH /f IJ I I I II II II II i a 2 m �� -� g w Z 3 3" —I — 6' 6,.— -- I�-3" _ —3" 3' — 3,, g SEE DETAIL 6"— 6" e -09 0 ATTACHMENT DETAII. a a i333r 1. ANCHOR ANALYSTS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE o 10 (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS 'ic J�j BEING CONSIDERED FOR USE. JAMB, HEAD, AND m THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE gra amm 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL So Z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR �� o LOCATION. TAPCON EDGE DISTANCE' MIN 2-5/8". HARDWARE SCHEDULE a��o 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�=� 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. '0 CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. n w w m AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. s. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— 1.25" ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN L MIN ( o 0Ur1o< 0.25" 0.25" OF 1 1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MAX MAX- IMdw ntowl DATE: 1-_ MINIMUM EMBEDMENT OF 1-1/4". CL—I I. aCL—I �— (;69WiD Kb. Ni 64) oo-/C/ SCALE: N.T.S. 1 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '" " Reveaad9y. DSWS „ Dale Rev ewer WG.BY; TRANSFER LOADS TO STRUCTURE. CNH.nY: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. OMWINO NO.: TYPICAL WOOD BUCK TYPICAL MASONRY DWG—nrA—FLo160-07 ANCHOR INSTALLATION NCHOR INSTALLATION SHEET 3 OF 3