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Home My WebLink AboutProduct Approval Product Approval Submittal Building Permit: Building Address: `4 Contractor: L 9uf��SOnL CSR S t LLQ j 2-Zi� F i lair f "t Product type Model# Mfg Attached to: Non Design. Application#(N.O.A. (window,Door,etc.) Wood Metal Masonry Impact impact Pressures or Product approval) SWC _ � pa. OVI �2 rte- ` 9o4J The products listed herein have been evaluated for compliance with the Florida Building Code in accordance with the product approval requirements of Florida Statue Chapter 553.842 based upon testing,comparative,or rational analysis,or a combination thereof said products comply with the minimum requirements of the Florida Building Code for the purposes intended. **Please attach manufacturer's installation specification and a drawing showing location of where products are to be installed.** ...............,....b..,... .,...u.. ". rage t of s i SCIS Home Log In j User Registration j Hot Topic Submit Surcharge Stats&Facts ! Publications ='FBC Staff 11 SCIS Site Map Links ,Search Florida Product Approval W USER:Public User d.0 r Product Approval Menu>Product or Application Search>Application(is >Application Detail '. �. FL# FL4904-R7 q Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived I Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road, West Chicago,IL 60185 (800)663-3667 I sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Fxtenor Door Assemblies ; I Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i . I I I i Referenced Standard and Year(of Standard) Standard Year TAS 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 I . Product Approval Method Method 1 Option iA Date Submitted 04/29/2015 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVXQwtDgteluIwHNbbISciO%2baW,gLu)Mt... 9/28/2016 .....�,...,....�.,.,... ,,,,,,,,� Page 2 of 3 i Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products i FL# Model,Number or Name Description, 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and 0/S Single Door Units Limits of Use Certification Agency,Certificate .Approved for use in HVHZ:Yes FL4904 0.0 CAC NI006110.0odf �n Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date \ Impact Resistant:Yes 12/31/2020! t ' Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4904 R7 II 1`1_0128.odf rr4 Building Code including the High Velocity Hurricane Zone,and Verified By:;National Accreditation&Management Institute L`J where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.3'-0"x 6'-8"max FL4904 0 AE 504A.odf nominal size.When large missile impact resistance is required, Created by Independent Third Party:Yes hurricane protective system is NOT required.See DWG-MA- FL0128-05 for details. r 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and 0/S Single Door Units Limits of Use Certification Agency'Certificate Approved for use in HVHZ:Yes FL4904 0 'C CAC NI006110.021 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 Florida FL4904 R7 ;II FL0129 odf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.3'-0"x 8'-0"max FL4904 R7 AE 503A odf nominal size.When large missile impact resistance is required, Created by Independent Third Party:Yes hurricane protective system is NOT required.See DWG-MA- FL0129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque US and O%S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110 611odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation,Instructions Other:Evaluated for use In locations adhering to the Florida Fl R7 II FL0128'odf Building Code including the High Velocity Hurricane Zone,and Verified By:National AcQeditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.[)df max nominal size.When large missile impact resistance is Created by Independent Third Party:Yes required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels.See DWG-MA- FL0128-05. i 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/oSdelites Units Limits of Use Certification Agency Certificatel Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110 02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/202b. Design Pressure:+45.0/-50.0 InstallationlInstructions Other:Evaluated for use In locations adhering to the Florida FL4904 R7 II FL0129�odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation,&Management Institute where pressure requirements as determined by ASCE 7, Created by Independerit•Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.12'-0"x 8'-0" FL4904 R7 AE 501A oilf max nominal size.When large missile impact resistance is Created by Independent Third Party:Yes required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels.See DWG-MA- FL0129-05. j 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaquei O/S w/or w/o Side,litr Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4204 R7 C CAC NI006110 02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 http://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSci9%2baWgLuXXbt... 9/28/2016 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N10061 10.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago,IL 60185 Expiration Date: 12131/2020 Revision Date: 11/21/2014 z l Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203 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 NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or - or Maxi_mu_m_ Design Test impact ___Drawing Number& - -—-- -outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FLO128-05 X O/S Opaque 3'0"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FLO128-05 XX I/S Opaque 6'0"x 6'8" +551-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FLO128-05 XX O/S Opaque 6'0"x 6'8" +551-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FLOI28-05 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 68" Anchor Detail-MA-FLO128-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FLO128-05 OXO I/S Opaque Door 9'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8" Anchor Detail-MA-FLO128-05 OXO 0/S Opaque Door 910"x 6'8" +551-55 8.25 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites. Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FLO128-05 OXXO i/S Opaque Doors 1274"x 6'8" +551-55 2.86 psf Doors-Yes NCTL-210-2930-I Double w/Sideiites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4"x 6'8" +551-55 8.25 psf Doors-Yes NCTL-210-2930-1 Double w/Sideiites Glazed Sideiites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FLO128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 e NAMI AUTHORIZED SIGNATURE: a In O 00 6" SEE DETAIL —3. —6" J O ..E. 3,• Z Q CO L Y-1 - —3" 3" I-3I { I O J f 11 F= 6" 6'-1 6 I I I I i - -I`6" 6 �- ' cc O O { I Q .�. 3••— in iG O in� z �U uj -L �. O o v z LU - - a SEE DET. O O!— AIL... Cn J J C Ld Q Q SEE DETAIL p o SEE DETAIL w 6 w 8 o ..A A 6 2 `3.8 0 a < G 6..— -- o" 6.. 3" - - i rc• a 6" 6' I Qm ti otiy I l l y •-� I I � -I 1= pW�� r 7 o; K 3" O 3° - I I O x -I" I- 3 3.• 3. 3.• I—3" �} 6" a a In;n v7 In SEE DETAIL ..F•• t(A Z I 0 O z w wWw3 �aQw In ASTRAGAL RETAINER BOLT HOLE U O_✓)`-3 z #10-x 2" 8 x 2-7 2' MUST BE DRILLED THROUGH o o w o #8 x 2-7/2" # / ° THE THRESHOLD & INTO THE �V,oz E, STRUCTURE DEEP ENOUGH o-a= Of #10 x 5/8" ® FOR A 1.375" THROW #8- x 2-1/2" #10 x 1" oom #10x5/8" ^� Ow 4 1 ❑ #10 x 3/4" DETAIL "F" ASTRAGAL °O1 r'N oa #10 x 2" DETAIL "E" ASTRAGAL O FRAME DOOR W (OPTI TEMP.DECORATIVE / ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECDRATNE INSERT – DETAIL. "D'' STRIKE PLATE TO FRAME \` vZ'BREI OR BUM SPACER DETAIL "C" AS SHOWN. w o v m z TYPICAL ( 1-1/2'PF15 Addendum ID NAAII 'rte DATE: 7111105 SCALE: N.T.S. E 0.962"I Cedifiralbn IID, n n e-'Z�! ;•r-:�,: t.375" RevimW By. c_ �t x y owc.BY. SINS _ Dateflevew� i DDW 995- I I �.fc"� i•i.y`.; CNK.BY: DRAWMG NO.: INSWING THRESHOLD OUTSWING THRESHOLDTYEXTP CAL GLAZING DETAIL DWG-MA-F10128-05 SNEE 2 0F 3 SEE DETAIL 6" 5" CL: - "E" SHT. 2� 3' 3" 3' OU �- - - L 3" �3 I CSO 3" 6" I I I I I I I l I ¢ C) _ 0::J a U_ a o v � W SEE DETAIZ CL 0 L U •' _ _ - _ - D- SHT. - - 0 _ SEE DETAIL CSHT. 2 w CAJI-- a a " " - - - _ g � � W — ------ -- GL :� q a C � C H - - - g 0 4 o � iD Yoh 3,. I sod <ij� 3" 3" o 'a SEE DETAIL 6^ _ "F" SHT. 2 'mTcl- AT TACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE 6 (FLORIDA #62514) W!TH THE LOWEST (LEAST) a w FASTENER RATING FROM THE DIFFERENT FASTENERS w w BEING CONSIDERED FOR USE. JAMB, HEAD, ANDoar rn THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE u IL U)0 VI o #10 WOOD SCREWS OR' 3/16" TAPCONS. A PHYSICAL o HARDWARE SCHEDULE w' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR cD LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a Z. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO —200 BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES - CORRUGATED FASTENERS LOCATED 3" FROM EACH END — 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. 1.50" 1.25" w o 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —MAX•• MIN `MAX•• z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE: 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-� �- CL-� �- AddendmroMAMI suLc: N.T.S. MINIMUM EMBEDMENT OF 1-1/4 �i sr: Cmkagon No• �_Zy DWC.BY: SINS 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO +� Dale ReRA1'.')' / C .e,•: mCHK.TRANSFER LOADS TO STRUCTURE. - ' DnAWwc NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWC-MA-Fc0T2a-c5 ANCHOR INSTALLATION ANCHOR INSTALLATION sHcu r.3 Cr 3