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Home My WebLink AboutPRODUCT APPROVALBuilding Code Online6Pagel of 3 BY 1 I Cie C0u BCIS Home I Log In I User Registration ( Hot Topla ! Submit Surcharge j Slats ® Facts Publications i Contact Us BCIS Site Map Links Search is RECEIVE) r,1 Product Approval FILE COPY k USER: Public User i J,JL 12 Product Aooroval Menu > Product or Application Search > Application List > Application Detail ST, i7kide County, Perrniti- t FL # FL22513-R2 - Application Type Revision Code Version 2017 Application Status Approved c*Approved•by DBPR. Approvals by DBPR shall be reviewed and ratified by CONCEALED FASTENERS OR ATTACHMENT "the POC and/or the Commission if necessary. ARE THE RESPONSIBILITY OF THE Comments CORITRACTOR OR RECORD Archived Il Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800).663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.comIeI\ Technical Representative §Tr LUCIE COUNW&INDIJNCErDWISION ' f Address/Phone/Email REVIEWED FOR COM IANC REVIEW RO Quality Assurance Representative ®�fi Address/Phone/Email PLANS NO PERM MUST BE K PT N 30B SITE OR NO INSPECTION(S) WI E MADE 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 Product Approval Method Method 1 Option A THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Date Submitted 04/16/2018 REQUIRED BY FIELD INSPECTORS THAT Date Validated 04/18/2018 MAY BE NECESSARY IN ORDER TO Date Pending FBC Approval COPAPLY WITH ALL APPLICABLE CODES. Date Approved 04/24/2018 h4://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtdytNblepz46QE... 7/7/2018 ig Code Online 5ummary of Products'." ° Page 2 of 3 Humber orNenie`� Description •°' ° `"'' 22513.1 HPC Wood -edge Steel Side -Hinged 6'-B" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.01-RI.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514008.Ddf required. Door top rails stamped "HPC". See DWG-MA-FL0212 Created by Independent Third Party: Yes for details. 22513.2, - - ,. Wood -edge Steel Side=Hinged' Door' Unit,. 8'-0" Opaque,I/S orO/S Single Door Unit _ Limits of User" Y Certification -Agency Certificate:;, Approved for °use In HVHZ Ye's FL22513 R2 C -CAC `NI013747.D4.pdf Approved for use out4 HVHZ Yess ;' Quality Assurance Contract Expiration Date Impact Resistant: Yes • 06/30/2021 Design Pressure: +7,0/ 70 InstailationAnstructlons ; Other: Evaluated for use in locations adhering,td°the Florida , . - FL22518 R2 II FL0215.odf• Building'Code;'including;the'Hlgh Velocity,Hurricane.Zone,, Verified By:, National Accreditation '& Management:Instit' 1:6 and where pressure requirements do notrexceed,the-design Created by Independent Third Party: pressures listed 3'-0"x0-0" max nornlha' size..Whi;n impact 'Evaluation Reports •• resistance is required, hurricane protective,systern hot ' ,° . FL22513 R2 AE 514009.Ddf ` required. See DW6-MA-FL0215 for details: Created by Independent Third Party' Yes 22513.3 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.13df Building Code, Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system not FL22513 R2 AE 514007.odf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0215 for details. 22513.4 Wood-edae SteelsSide Hinged Door . Unit 8 0". Opaque O/S Single or Double Door W/�or w/o Sidelites':' Limits -of Use ' Approved for use in,HVHZ Yes Certification Agency Certificate FL22513 R2` C "CAC fVI013747,04.odf . Approved for"use outside HVHZ. Yes Quality _Assurance. Contract Expiration. Date :. Impact; Resistant: Yes ` 06/30/2021 .Design Pressure: +50/ 45 'Installation Instructions Other: Evaluated for use In locations'adhenng to the Florida, FL22513 R2 II FL0215,odf ° Building, Code, including the High Velocity HurricanerZone,. .Verified By: NationaFLLAccreditatidn & Management -Institute, and where pressure requirements do not exceed the design Created by Independent Third Party:-. pressures listed; 12'-0" x 8-W max nominal slze,,,When„' ' Evaluation Reports . ` "" • ' ". Impactresistance_is required, hurricane protective.system,not -FL22513 R2 AE 514007.odf - required on opaque panels, but is requlred`on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-1`1_0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door Unit 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.06.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217,ndf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514007.odf required. See DWG-MA-FLO217 for details. Created by Independent Third Party: Yes 22513.6 Wood-ed a SteelSide-Hinged Door 6'-8" Opaque I/S or O/S�Single Door, g unit.' http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QE... 7/7/20.18 Building Code Online Page 3 of 3 Lirn(ts of Use," Certification Agency.Certificate` App'rovedlor use in,HVHZ Yes, ," es ` FL22513 R2 C=CAC NI013747-Ri:odf Approved for use outside HVHZ Yes �Quality-Assurance Contract Expiratlonbate ':Impact Re"sistant: Yes . w.06/30/2021 DesigmlPressure: +70/ 70 , ; ,; „, - Insta lat�0" Instructions Other Evaivated for'use in locations adherng to the Florida = FU2513 R2 3I FL021]:pdf Building Code,.` including the High,Veidaty Hurncane;Zone _Verified 8y:,Nati66al Accreditation„& Management Institute;'- and where,pressure;requirements do not exceed the design '' PCreated by Independent Thlyd'Party pressures listed 3 0 z 6 8 :maz norriina� size When impact, 'Evaluation'Reports r repulsed. SeeDWG MA-FL0211 for details ;• Created by'Independent,Third Party , Y.es, , resistance is required hurricane protective- system not z FL22513. R2 AE 514010:Ddf 22513.7 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-R1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.p_df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R2 AE 514008.12df required on opaque panels, but is •required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0211 for details. Contact Us :: 2601 Blair Stone Road, Tallahassee K 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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: Credit Card' Safe iridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QE... 7/7/2018 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International-Cor oration - - _G.er_ti_fication No.: NI013747-RI +per `'�; 1955 Powis Road Certification Date: 0 - 68720I7—a West Chicago, IL 60185 Expiration Date: 06/30/2021 �1 M Revision Date: 04/13/2018 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) P> Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered) 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.Namicertificatioii.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 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 X O/S Opaque 3'0" x 6'8" +70/-70 3.0 psfl Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50 psf }- 5 Anchor Details-DWG-MA-FL0211-17 XX I/S Opaque 6'0" x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0" x 6'8" +551-55 3.0 psf Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size: 3'0" x 6'8" - 7.50psf' Anchor Details-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0" x 6'8" +55/-55 0 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 Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0" x 6'8" +551-55 3.0 psfl Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO I/S Opaque Door 9'0" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 9'0" x 6'8" +551-55 3.0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO US Opaque Door 12'4" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4" x 6'8" +551-55 3.0 psf Door -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0211-17 I -Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 /. NAMI AUTHORIZED SIGNATURE: �" Ia i1 MASONITE. WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NO C 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES, 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EB4, 5. PLASTICS TESTING: TFST I1FC[`RiP"Tlftnl nccirueTinu i rtr coxur SELF.IGNITION TEMP ASTM D1929 .. 842 'F > 650 'F.... RATE .OF BURNING ..ASTM D635 1.28 IN'; IN .SMOKE DENSITY.- :. ASTM_ D2843. 1 70.2% ' TENSILE STRENGTH- --ASTM D638 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 YPIH!I�IswAlikyn moN 1 _ 149' MAX. OVERALL FRAME WIDTH - O Do O 27" MAX 36.375' MAX. O D.L.O. PANEL WIDTH - 37.5" MAX. QO W/ASTRAGAL I FRAME WIDTH 0 J � C) Lu 'Lu Lo (J Lo F- r U) Ld a` s ' DOUBLE DOOR UNIT W/SIDELITES o f o �. 0Lei.__ ..e- i #- . .1 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS - REQUIRED TO BE_15%_OF..DESIGN .PRESSURE _ _... CONFIG -- MAX- WIDTH INSWING OUTSWING INSWING BUMPER 0 .S Z-SERIES X 3_' 5 +70.0_` , -70.0 " +70.0 -70.0' Na .. +20.0 ' -20.0 +30.0 . -30.0 +50.0 -SOLO +50.0 -50.0 +50.0 -50.0 XX 74. +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 .: -30.D ..+50.0_' . -50.0 N A N A OX or XO 75 +55.0 -55.0 +55.0 -55.0 N .A +20.0 ' -20.0 •+30.0 " ' -30.0 +50.0 ?.' -50.0 N A N A OXO "_ 1 12:5 -. +55.0 -55.0 +55.0 -' -55.0 N A +20.0 -20.0 +30.0 - . -30.0 +50.0 -SOLO N A N A OXXO 149 +550 '. =55:0' +55.0, -55:0 N A +20.0 -20.0 '+30.0: _ -30. + .0 . -50.0 N/A N/A OF CONTENT DESCRIPTION ldbrdwtoWH D". BY: SWS CNK. BY: KURT BALTHAZOR DR<OTNG ND.: FLORIDA P.E. DWG-MA-FL02TT-I J56533 SHEET 1 OF 3 3" SEE DEAI 'C" 3" ,F #8 x 2" #10 x 5/8 #10 x 5/8 #8 x 2" #10 x 1^ #10 x 2-1/2 #10 x 1" #10 x 5/8" DETAIL._"C" .DETAIL "D" w .r U nQ SEE DETAIL vi "p^ J �- Rlm ot W nI " =(e DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. i 1.375" I 1.437" T T T INSWING THRESHOLD BUMPER O/S THRESHOLD, !A THRESHOLD ,.O/S, 1.482" 1.75"2��a 1.047" 1.437" T T T —"__SERIES--_ --THRESHOLD—HIGH_DAM O/S THRESHOLD HP O/S THRESHOLD HOT MELT EE DETAIL M 6• -ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL $6 X 1-1/2' PHS HOT MELT'1/2" SITE ELASTOMER � �${� ~ 1lIIE8I4B TYPICAL GLAZING DETAIL NON —IMPACT GLASS Q �(o Z �J cc O � O C� w �U CL U-)U uj g �t Add.MibdD11D Wn Rey=€L1l DATE 5 21 W0. - DWG. BY. DHx. BY. ..0277-1 OF 3 SEE DETAIL "C" SHT. 2 TIACHMENT .DETAIL ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3" mffm � a w v na SEE DETAIL1 > "D" SHT. 2 1_ =f1111i w 0 N o Ln 3" 1.N b". t. M25" SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.5N" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ox "HIM TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWA 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. _ 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED #10X2"WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC 1 ACIC , CATUELXK - ALCARIYEXC CAULK CL i COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) (3W06D SCREWS EACH END INTEGRAL WOOD MULLION (CHS) IScu.E: N.T.S. I BY: BY: OF L. oberto Lomas P.E. 1432 oodlord Rd. Lewi's'ille. NC27023 Manufacturer: Masonite Report #: 514010 Date: 05/01 /2017 Test Scope: Report: N/A J�j Product: Single door 3' x 68" (Wood Frame) provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to This$nalysis the product described herein. These calculations comply With requirements of the Florida Building Code. Ancl� or capacity in shear condition: Soli members w/ 6 w/out gap: I a. With threads present in shear plane Fastener type: #10 wood screw (NUS 2012, TR12) Nominal diameter: D: 0,190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fes = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in ' I Mode I Mode I. Mode II qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 Mode III Mode III, A: 0.00096 A: 0.00107 Mode IV A: 0.0014 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Z",= 302 Ibs Z:= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Min = 46.8 in-Ibs KD = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 Ko = 2AOO Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value WO: Z'= 175 Ibs/anchor i members w/ $ w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in Side member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F_ = 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode I Mode I, Mode II Mode III, Mode III, Mode IV qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 Ka = 2.400 C:-4038.9 C:-3664.9 C: -267.7 C: -93.6 Z.= 5582 Ibs Zs 368 Ibs P = 2287 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 2126 Ibs P = 420 Ibs P = 392 Ibs Min. Design value: Z= 163 Ibs Z= 953 Ibs KD = 2.400 KD = 2.400 Ka = 2AOO Duration Factor: Co = 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs Allowable Design Value (ZCD): Z.= 262 Ibs/anchor Fastener type: 1/4" ITW Tapcon N.0.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs • ` Q / %�/ Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs N`X� I� S J Actual spacing: 3.00 in Reduction factor: 0.91 '. ., v� ` E.N S Allowable Design Value WAN):Z"= 155 Ibslanchor t/\ `� f Minimum anchor capacity: 155 Ibs/anchor ."`. *♦ ' 51 te: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. .� TAT %7a,,• 36.38 Al A2IA 79.25 Al 1 of 2 Desian oressure:' 85.0 osf Area Load Ind. Max. Anchor Cap. (Ibs) QtY Load (Ibs) Zone z (ft) (Ibs) (in) O.C. (in) Result A, 2.3 195 N/A N/A 155 2 98 OK A2 7.7 656 6.00 18.00 155 5 131 OK t1• • mil iS t.r• s Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. 1 Roberto Lomas P.E. iford Rd. NC 27023 36.38 18.19 6.00 TYP. 6.00 TYP. 6.60 13.45 MAX. O.C. 79.25 5.00 Manufacturer: Masonite Report #: 514010 Date: 05/01 /2017 llation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2of2 Luis R. Lomas P.E. FL No.: 62514 5/2/2017