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Home My WebLink AboutProduct Approval FILE Copy P RE�'' ` J� '��,T 22 2015 - � a E ` L .. BCIS Home log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unim Search Professioi ICa! lti -J wiUSER Public User l ..tom 1111111. 'J#1!l!�f:T911R.MlfR1l1 Product^+y�io gi_idMnu> >:.pti�c4;ta��,_�;t?Appilmdon Detail FL# FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 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 TRS 201 1994 TAS 202 1994 TAS 203 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 Yes No N/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/,np_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 6/22/2015 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 4904.1 Wood-edge Steel Side-Hinged Door 6'-B"Opaque I/S and O/S Single Door /// Units j Limits of Use Certification Agency Certificate i1 Approved for use In HVHZ:Yes FL4904 R7 C CAC N1006110.Ol.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 1 Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use In locations adhering to the LLG904 R7 Ii FL012&pcif 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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. LI-4904 R7 AE 504A.odf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door B'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes LL-1904 R7 C CAC N10061 10.02.odf 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 FL4904 R7 It FL0129.odf 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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL,4904 R7 AE 503A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes F!49Ca_1 P??_ C C?C N1006115. .:c1f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant;Yes 12/3112020 Design Pressure: +55.0/-55.0 Installation Instructions Other:Evaluated for use In locations adhering to the 1=1_1904 R7 11 FL0128 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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. rL490, R itic 502A.nclr 12'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party:Yes resistance is required,hurricane protective system Is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes f:L-ft 04 R7 CAC NIULh t 10.0 .Dr.f Approved for use outside HVHZ:Yes Qualk Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL1904 R7 1,FL012_9 Pd1. 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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. EL lop+_ R7_AE 501�r±f 12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party: Yes resistance is required,hurricane protective system Is NOT required on opaque panels,but Is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Woad-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units http://www.floridabuilding.org/pr/pr—app—dt 6/22/2015 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006110.01 Q4R z �'a 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2014 Revision Date: 09/27/2011 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-impact Rated Sidelites (w/Wood Frame unless noted) ` 9 EDi AO Specifications Tested To: TAS 201-94/202-94/203-94 The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM I's Certified Product Listing at www.Natnicertific ition.com. NAM I's Certification Program is accredited by The American National Standards Institute(.ANSI). Configuration Inswing Glazed Structural Water Missile Test Report Number or or Maximum Design Test Impact Drawing Number& Outswin Opaque Size Pressure Pressure Rated Comments X I/S i Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCT-210-2929-1 Maximum Panel Size:3'0".N 6.8.. Single Anchor Detail-MA-11.0128-05 X US I Opaque I 3'0" x 6'8`71 +76/-76 8.25 psf Yes I NC11210-2929-1 MaximuPanel Size 3'0-x 6'8" Sltl�le 1 m_ Anchor DL1ail-\vlA-PL0128-0� XX 1/S Opaque 6,0..x 6'8'' +55/-55 2.86 psfyes i— - NC-11-210-2930-1 Double MaMaximumPanel Size:3"0"x 6'V/Sideliie: 3-0`x 6'8' I _-_ _ _ _ Anchor Detail-\4A-1-L0128-05 XX US --I{ Opaque 6'0" x 6'8" +55;-55 8.25 psf Yes NCt1:210-2930-1 Double 1 Maximum Panel Size 1"0"x 6-8"!Sidelite 3'a..x 6-8- Anchor Derail-MA-11.0128-05 XO/OX US Opaque Door 6'0" N 6'8'' I +55/-55 2.86 psf Door-Yes NCM--210-2930-1 Glazed Sidelite Maxununl Panel Sire:3'0-x 6'8"/Sidelite:3-0--x 6-8-- Single \v/Sidelite Sidelite-No .\nchur De[uil-4lA-f=L012R-05 XO/OX O/S Opaque Door 6'0" x 6'8" I +55/-55 8.25 psf Door-Yes N0r1-210-2930-1 — Single w/Sidelites Glazed Sidelite Sidelite-No ----- t%laxinwnt Panel Size:3'0-x 6 8../Sidelite:3'0"x 6'8'- Anchur Detail-M;\-TL0129-05 OXO US Opaque Door 9'0" x 6'8'' +551-55 2.86 psf Door-Yes NOL-210-2930-1 Single w/Sidelites Glazed SidelitesSidelites-No Maxiinuttt Panel Size:3'0-.\6 R /Sidelite:30 S 6'8'" Anchor Dctail-MA-11_0128-05 OXO O/S Opaque Door 9'0" x 6,8,. +55/-55 8.25 psf Door-Yes NC fL-2111-2930-I Single w/Sidelites Glazed Sidelites S1deIltCMaximumMaxinuPanel Sire:3'0"x 6'8"/Sidelilc: 3'0' x 6'8" Anchor Detail-MA-11.0128-o5 OXXO 1/S Opaque Doors 12'4-x 618" +55/-55 2.86 psf Doors-Yes NC1I.-210-2930-1 Double w/Sidelites Glazed Sidelites Maximum Panel Size.3'0"x 6'8--/Sidelite:V0" x 6'8" Sidelites-No Anchor Ihtail-MA-I 1.0128-o5 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes Neil:210-2930-1 Double 1v/Sidelites Glazed Sidelites \laxmtum Panel Size:3'0'"x 6 8.!SidellLitc:3-0' 6.9'. Sidelites-Nn Anchor Detail-M;\-1t_1 12�-65 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Ha r, VA,Z30y2. Tel: (804) 684-5124/Fax: (804) 684-5122 /.' NAM[ AUTHORIZED SIGNATURE: r 149 MAX. OVERALL FRAME MOTH O OJ SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. -D.L.O. PANEL WIDTH :7FRAM.E 7.D F6'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL O (J) - GENERAL NOTES ® ® ® Lu CQD I. EVALUATED FOR USE IN LOCATIONS ADHERING TO Lu O � THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z C)-U REQUIREMENTS AS DETERMINED BY ASCE 7• MINIMUM W S DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o ~ n u 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ONw O OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDF.LITES. X f U I = j' 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST 8E PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. W i7 O O z 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. I a 5. PLASTICS TESTING OF LITEFRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT O p to SELF IGNITION TEMP ASTM D 1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN Hm . SMOKE DENSLY a57M D2843 73.49, TENSILE STRENGTH' ASTM D638 7.50% DIFF O$ N U • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING LL - W o i4500 HOURS XENON ARC METHOD 1 ?I $$o 1 DOUBLE DOOR UNIT W/SIDELITES A7flfetdlmWWIA In InlLn n 30 0} V)to to ln: Cedifiamipn No.: rh'l ca c,I Reriemed By. �'% z I = Date R. � ¢ w W it HUW 13 13 �®�® �0 13 13 13 �El�®� 1313 ®I �El ® wj_ �LI N0--o Z •00Do. f0 2 nw lCOz SINGLF DOOR UNI 7 DOUBLE DOOR UNI7 SINGLE DOOR UNIT -SINGLE DOOR UNIT SINGLE DOOR UNIT w SIQFLITF5 DOUBLE DOOR UNIT W/,51DELITES WITH SIDFLITF WITH SIDELITE w o U m WHERE 'NATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 7/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUISWING INSWING I OUTSWINC ./., ,/ / scue: N.T.S. SHEET ✓) DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 41 s- 6_ 7 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 155.0 -55.G -55.0 -55.0 +79.0 -19.0 +55.0 -55.0 owc.BY: S:YS 2 ANCHORING LOCATIONS & DETAILS OX ar XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 Dr G Br: 3 ANCHORING LOCATIONS & DETAILS _OXO _ _-112.5 +55.0 -55.0 155.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR IxuwlHc No.: OXXO 149 +55.0 -55.0 +55.0 -55.Q +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. #56533OWG-MA-FL0128-05 sNecr 1 cc 3 Q: Ln 0 cc DO — (-'> K2) 6" SL 3' SEE DETAIL 6" 3" Z 3 cr- 3- cn cc 6" 6- T— < 6' F 0 � 1[ 0 �;- . Lu In NLr) Lr, a', 03 < SEE DETAIL_ < D SEE DETAIL J/ SEE DETAIL cy "c" IQ 0 (AD-- n --G 6" 3- 6- :C P, 3 C) L 0 0 6' 3' 6" (4 I'll V)(n SEE DETAI 3--3: T" X z 0 u F oma; a- G W <<(If a- ASTRAAL RETAINER BOLT HOLE Ln u =1 o MUST -9E DRILLED THROUGH #10 x 2" #8 x 2-712" #8 x 2-112' THE THRESHOLD & INTO THE ujC-1 STRUCTURE DEEP ENOUGH Po x 5/8" �FOR A 1,375" THROW #8 x 2-1/z" #10 x 5/8" #10 x 314" DETAIL `F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL IC (1/8*TEMP.CLASS) FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT Dow 995 W1 OPTIONAL DECORATIVE INSERT ALVM, STEEL OR SUM SPACER STRIKE PLATE TO FRAME 1/2-SITE DETAIL "D' DETAIL I AS SHOWN. J6 X 1-1/2-PHS TYPICAL AdltrAn to WM DATE: 711 1/05 SCALE: N.T.S. HOI�'xEd BY.0.962-1 owc BY. svis C DOW 995 ■ T T EKEB10 7 TFRiOR DWG-MA-F-LO128-OS1 INSWING THRESHOLD OUTSWiNG THRESHOLDTYPICAL GLAZING DETAILSHEET -2 OF 3I SEE DETAIL 3. 6" 0, - ..E. SHT. 2 � L I 3•• Ilr 3., p _L 3" 6"-I I J� 3- 3 I 1 -D COO -6 - -r 6.. 6. - ,n n W �� N _ Q/l Lll N SEE DETAIL I a .. - - - - z u "D' SHT. 7. +n O Cn SEE DETAIL aq -- a o "C" SHT. 2 - - - - w w 0 n w B A A (, H 13 a G z -� 6 z z Joa 3" I -I sow o ro FSEE DETAIL -- 6 6" o� e ., .. SHT. 2 6.. I a ¢ O a ATTACHMENTDETAIL 3 3 3> Ln Ln U)CO 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _ SIGNED AND SEALED BY LUIS R. LOMAS, PE to (FLORIDA #62514) WITH THE LOWEST (LEAST) ¢ w FASTENER RATING FROM THE DIFFERENT FASTENERS cn c J BEING CONSIDERED FOR USE. JAMB, HEAD, AND a Q w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ofEn n #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL U" o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULEQ wwLjEn w'ow LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o l z¢_ 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. _000 m BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn C': CORRUGATED FASTENERS LOCATED 3" FROM EACH END — o cn N^ AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM s. 12" O.C. I.sa" W O U m 0 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0.25SII" _ 0.25" z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM > SHIM 105 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AddeWn10NAM] N.T.S. s;a�e: N.T.S.SCAL" 7 CL-I I- CL-I �- ir, MINIMUM EMBEDMENT OF 1-1/4". CWtca m No.. n c-1Z V Dwc. BY: SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO By. cNk TRANSFER LOADS TO 'STRUCTURE. DaleReulew 3.1 D,<WNc NO. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dwc-ua-�Lo+ze-cs ANCHOR INSTALLATION ANCHOR INSTALLATION __ S— 3 OF 3