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L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rllomas(a)lrlomaspe.Com Test Report: N/A Product. Single door 3'x 6'8"(Wood Frame) 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. Anchor capacity in shear condition: Solid members w/h Wout gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 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:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fg= 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 Mode I. Mode I, Mode II Mode III„ Mode III, Mode IV qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Kp= 2.400 Kt,= 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 Mm= 46.8 in-Ibs Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Kb= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value(ZCo): Z.= 175 Ibs/anchor Solid members w/A w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (ND5 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(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: Fes,= 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 Kb= 2.400 Ko= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z„= 5582 Ibs Z,= 368 Ibs P= 2287 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs Kt,= 2.400 P= 2126 Ibs P= 420 Ibs P= 392 Ibs Min.Design value: Z= 163 Ibs Z= 953 Ibs Ko= 2.400 K,,= 2.400 Ko= 2.400 Duration Factor: Cp= 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs Allowable Design Value(ZCo): Z'= 262 Ibs/anchor Fastener type: 1/4"ITW Topcon N.O.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 1 �,4[1_j•`!!j.f�,f Spacing: 4.00 in Tabulated shear design value: Z= 202 Ibs „ Spacing: 2.00 in Tabulated shear design value: Z= 164 Ibs Wit\ �.• a rt Actual spacing: 3.00 in Reduction factor: 0.91 - s !V Allowable Design Value(Zfw): 7' 155 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. ,IC t� i TA 1T OF' . 44. Anchor calculations,minimum required anchors ✓ # •. 36.38 Design pressure: 85.0 psf fy1-t3Rt0 ( j Max. Anchor Area Load Ind. / At Zone Z O.C. Cap. Load Result 7 Y 79.25 (ft) (Ibs) (in) (in) (Ibs) 4ty (Ibs) j1(t A2 A, 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E. Al AZ 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514 1 of 2 5/2/2017