The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online '777r KGF .._ _ -. . __ __.»�_____._ .___..___.•__ _____ ....__..__ _._...._.._-z._..-_.,_...._.t,._.........._.�._�.��. .�--------�:1.+t-!a,_,tx.,µ.,�..•_t 33�.. ')f,�..3r'.='� i�.it �. - 't BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search BusinesF, U14-- Product Approval Professional tUSER:Public User Pr'dh'i:t:.pprpcal Menu>Product e-Aoehcation Search>Application List>Application Detail "" � FL# FL4904-R7 ti �,nk ' Application Type Affirmation 31, Code Version 2014 APR 12a1 Application Status Approved PER1101?TI;,'C; St. Lucie Ccui, i:; 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 E 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ❑r 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 ONo ON/A http://%w�v.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXp1AQ%3d[3/29/2016 9:15:13 AM] Florida Building Code Online Product Approval Method Method 1 Option A 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 j 6'-8"Opaque I/S and O/S Single Door Units Limits of Use — — Certification Agency Certificate Approved for use in HVHZ:Yes i FL4904 R7 C CAC NI00611.0.0t.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 112/31/2020 Design Pressure: +76.0/ 76.0 Installation Instructions I Other: Evaluated for use in locations adhering to the Florida ! _FL4904 R7 II FL01.28.pdf Building Code including the High Velocity Hurricane Zone,and I Verified By: National Accreditation&Management Institute j where pressure requirements as determined by ASCE 7, Created by Independent Third Party: j Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0"x 6'-8" maxi FL4904 R7 AE 504A.Pdf no size. When large missile impact resistance is required,I Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- FL0128-05 for details. oo -e ge ee i e- Inge oor - Paque V9 aril M9 bingle boor Units j Limits of Use Certification Agency Certificate — Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110,02.pdf 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.pddf 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.12df nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- j 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 jLimits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI0061.10.01..pdf Approved for use outside HVHZ:Yes ;Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/ 55.0 i Installation Instructions j Other: Evaluated for use in locations adhering to the Florida i FL4904 R7 II FL0128.pdf ! Building Code including the High Velocity Hurricane Zone, and i 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, j Evaluation Reports I does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A,pdf I max nominal size. When large missile impact resistance is i 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. j 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites —� I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110 02 pdf Approved for use outside HVHZ:Yes Quality 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 Florida FL4904 R7 II FL0129.1df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute http://Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgtelulwHNbbISci0°/a2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM] Florida Building Code Online where pressure requirements as determined by ASCE7, 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 8'-0" FL4904 R7 AE 501A.pddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on j I I opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. --- .....-.___--__ ........._ 4904.5 Wood-edge Steel Side-Hinged Door 8'-0" Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes t FL4904 R7 C CAC NI006110 02,pd Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant.Yes 12/31/2020 Design Pressure: +50.0/-45.0 j Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129..df 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. 12'-0"x 8'-0" i FL4904 R7 AE 50.1,kod 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- f MA-FL0129-05. 1 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites j Units j Limits! of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date s t . Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions j Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0130.pdf 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. 12'-0"x 6'-8" FL4904 R7 AE 502A.pdf max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes V. required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. f ' 4904.7 I Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites ` Units j 1 Limits of Use ;Certification Agency Certificate Approved for use in HVHZ:Yes i FL4904 R7 C CAC NI006110.04.12a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No j 12/31/2020 Design Pressure: +40.0/-45.0 I Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL01.31.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. 12'-0"x 8' 0" ( FL4904 R7 AE SOlA.odf max nominal size. When large missile impact resistance is ( Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- -' MA-FLO131-05 for details. 11 - _........ .---- — ..-.-,...... —.... ............._— _...... -...._.-- — -- 14904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units — i 1 — r Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ; ! Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.12df 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 I does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.pdf max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes 1 required, hurricane protective system is required. See DWG- I MA-FLO131-05 for details. http://ivww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgtelulwfNbbISci0%2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM] Florida Building Code Online .4 Contact Us::1940 North Monroe Street.Tallaha« FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: i SCCurity.'t 7-1':i.FC`i' - Vl. f http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgteluIwHNbblSciO%2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM] NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 ` -Edge Steel Opaque Inswin or Outswin Door w/and w/o Non-Impact Rated SidelitesProduct: Wood (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 8i,ww.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 Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 658" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" 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-FL0128-05 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0"x 6'8" +55/-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-FL0128-05 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 6'8" Anchor Detail-MA-FL0128-05 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-FL0128-05 OXO I/S Opaque Door 910"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 678" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 910"x 6'8" +55/-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-FL0128-05 OXXO US Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-I Double w/Sidelites 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" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: 149"MAX. OVERALL FP,AME WIDTH 4� 0 SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21 MAX 136. .MAX. o co D.L.O.-; _ _ 3 i.5"' MAX. ---! ¢ Q 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES w jASL;�gGq� FRAME WIDTH o I _ _ ,GENERAL NOTES - _ Lu OQ cr: CD 1. EVALUATED FOR USE IV LOCATIONS ADHERING TO t__ �U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W L7�- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z O _F- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED ON (n OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. z O ` W_ 3. IN THE HVHZ, FACTORY PRIMED COORS MUST BE PAINTED IN w -� ACCORDANCE WITH SECTION 2220 OF THE roc. w 4. POLYURETHANE CORE FL1ME SPREAD INDEX OF 50 2 '¢ AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLA.ST;CS TESTING OF LITE FRAME MATERIAL: 15 4i o TEST DESCRIPTION CESGNATION RESULT <o o SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F a o 4 i a z RATE OF BURNING ASTM 0635 0.77 IN/MIN o�o^ mQq' SMOKE DENSITY ASTM 02843 13.47, w W N w TENSILE STRENGTH' ASTM D538 7.507 DIFF 1 o m yr c� • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING =o v ¢ d 4500 HOURS XENON ARC METHOC 1 O ¢ i DOUHI F DOOR UNIT W/SIDELITES a a Adele rlum to NA6113 3ll r V)0 V1m R CerltlNation k: ,V t Reviond By: _ z Date Reviewed: i z q w J 5 F W W -o? co e o o a Ljj i L Q N SING D OR NIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT 'N/SIDEQTES WITH SIDELITF WITH SIDELITF ml0 WHERE 'NATER .NFILTRATION PERFORMANCE IS DESIGN PRF__ EQU'RED TO BE 157 OF DESIGN PRESSURE DAre: 7/11/05 lAtllE OF CONTENTS _ INSWING OUTSWtNG INSWING Ol1TSWING ./„ .l /G SCALE: N.T.S. SHEET # DESCRIPTION X 37.5 76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 i.-1 DWG.BY: SWS ---- ----- -- 155.0 -55.0 +19.0 -19.0 155.0 -55.0 .......1. TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19A -19.0 +55.0 2 ANCHORING LOCATIONS & DETAILS -------- - ----- -�- --- -_............._. ..�....._.. cNK.er: ' ANCHORING LOCATIONS & DETAII g OXO 1 12.5' +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149 +SS.G -55.0 +55.0 -55.0 +19.0 -19.0 +bS.D -55.0 KURT SALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FL0128-OS #56533 SHFF 1 OF 3 li Ln 0 00 G" I— SEE DETAIL3., —6" J O I — — — I it I I I I I z V) � r O 3" o < 7 z LO CU - ¢ I a SEE DETAIL U) I— _I n N.,D,. W Q Q SEE DETAIL o o I SEE DETAIL 11 `/ w g W O i o w J J _6. • 3—.— 6. G. 3„ 3 SEE DETAIL U5to cIH�3n nanCOm. �wtz1- nzS m„r. N3v)L wZ0 L w OfQw. ASTRAGAL RETAINER BOLT HOLE c o-1j, I� - M oi �z #10 x 2” MUSF BE DRILLED T-iROUGH cw n! #8 x 2-112" #8 x 2-1/2 THE THRESHOLD & INTO THEw L o z #10 x 5/8" ® ® _ STRUCTURE DEEP ENOUGH c a= #8 x 2-1/2" #10 x 1" ---------- FOR A 1.375" THROW �o00 J10 x 5/8" 0 o ❑ #10 x 3/4" DETAIL "F" ASTRAGAL ° - o #10 x 2" DETAIL "E" ASTRAGAL t" G(1/8"TEMP. GLASS) FRAME-. DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT ALUM, SIELL OR BU-YL SPACER DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME 1/2'BITE AS SHOWN. 'c uI z TYPICAL ��'98 x 1-1/2'•PHS Addendum to NAMI DATE: 7/11/05 0.962" SCALF: N.T.S. Ceddiulbn No.: n r no a r r a- 1.375 k I REYIeNEdI3y: "„a;4•': DWG.BY: SINS DateR?VBN DOW 9951---"' 95 .�.•: /'` •�.�A CHK.BY: E%TER!OR -.—.-1�• INTFFIOR DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL OWG-AIA-FLO128-05 SiFFT_L OF ,j SEE DETAIL 6" -- - - -6" cz ro ,.E.. SHT. 2 -3' : - - T.. O - - . 3' - 6., --� Q- •�" Z 0.U_ - - a SEE DETAIL Lf-U } "D" SHT. 2 N O Cy) ®d o J co SEE DETAIL (A�--- "C" SFT. 2 - - B _ DC C- p — A -- � � - G H 0 -- o a C U Z I I I I I I I I I I II www i,: z� 3" 3 -I 6 - 6 - - 3..': F W 3 =of 3" 3' I 3' u W• o =d srr DFTAIL q" "- -- -I -..6" ol• e "I" SHT. 2 6"- __ a a o(n Ln>.ATTACHMENT DETAIL GN�m , 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE E5 cD (FLORIDA x{62514) WITH THE LOWEST (LEAST) a w FASTENER RATING FROM THE DIFFERENT FASTENERS �wwJ BEING CONSIDERED FOR USE. JAMB, HEAD, ANDa¢w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE U a Lo Ln v z #10 WOOD SCREWS OR .3/1 a `APCONS A PHYSICAL J D o 0 HARDWARE SCHEDULE w,L�j ! SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a,ol- > LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND off¢'= SERIES 980 GRACE 1 DEADLOCK HARDWARE TO BE INSTALLED 2. MULLIONS TO BE 2—'/2" X 4-3/8" STRUCTURAL GRADE D FJ PINE OV CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. ��om BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES h N T CORRUGATED FASTENERS LOCATED 3" FROM EACH FND --- AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM a 12" O.C. 1.50" 1.25" w o c m o 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0.25" MIN s. —0.25" Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIAa Dare: 7111105 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUSE ACHIEVE I x. I �— ,,,v. AdE!etwioNAmi MINIMUM EMBEDMENT OF 1--1/4 CL— �— ;! CL— f`I SCALE.. N.T.S. Cerk&nND.: M.BY: SWC. 4. WOOD BUCKS BY OTIIERS MUST BE ANCHORED PROPERLY TO RevzaedBr Dale Review ceR.Dr: TRANSFER LOADS TO 3TRUC"PURE. - ',�l ' DRAWING NO, 5. MINIMUM DESIGN VAI I,F" STRENGTH 0= ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dv1r,-,t+A-FLe12e-D5 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 3 OF S Luis R, Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW mason Ta con,for installation P masonry Anchor capacity in shear condition: Fastener type:#10 wood screw (NDS 2005,11.3) Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: Fpm= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16"ITW Tapcon N.O.A.07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z= 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf / Area Load Ind. Max' Anchor ` Al Zone z(ft) (lbs) (in) O.C. Cap. Load Result A2`rA2 79.25 (in) (lbs) Q (lbs) �. Al 2.3 195 N/A N/A 171 2 98 OK Al AZ 7.7 656 6.00 18.00 171 5 131 OK Single. Pressure away from stops: 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor Al I Al Zone a O.C. Cap. F ad Result 79.25 (ft) (lbs) (in) (in) (lbs) QtY s) Al 10.0 851 6.00 18.00 171 5 170 OK �\tilllll/!f E 0,4251 *— o TATE OF - �" •�<Cf` Luis R.Lomas P.E. Q , . ` FL No.:62514 1 oft lj • ��R�a . 1/7/2010 ��//'OIIIAL, �� Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor Al Zone O.C. Cap. Load Result f 79.25 (ft2) (lbs) (in) (in) (lbs) Qty (Ibs) A2 I A2 AI 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK Anchor Locations: — 36.38 18.19 — 6.00 TYP. — 6.00 TYP. — 1 1 6.00 1 13.45 MAX.O.C. 1 79.25 1 6.00 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. .R L OAf�r,�J LP -51 *• ci51 • +� _ �� TATE OF Luis R.Lomas P.E. FL No.:62514 2 of 2 1/7/2010