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Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-686-0609 Date: 05/01/2017 rllomas onlrlomaspe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYR 6.00 13.45 MAX.O.C. 79.25 6.00 Installation 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 1/2" 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 �\` R+, oC.MASORY:HOLLOW/FILL �f/ff B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. N . - - - 0 D.METAL STRUCTURE:STEED BLOCK (048")FYT 3KSI//FUI 52KSI OR ALUMINUM 0 3-T5 FU=30KSI .`TH Fm=2,OOOPSI MINIMUM. w,\��C� s ����r_ 05 THICK MINIMUM `*„4.- ,T8AT 51 •• 1 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 4F t�1 00, . , . . . , ��ffss�0NAE.` lifIi Luis R. Lomas P.E. FL No.: 62514 2 of 2 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rllomas(o.lrlomaspe.com Test Report: N/A Product: Single door Y 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/&w/out 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: 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: 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: F�= 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: 1m= 1,140 in Mode Im 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 8: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Zm= 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 Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value(ZCa): Z'= 175 Ibs/anchor Solid members w/&w/out 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: 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: 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 Im 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 8: 0.000 Ko= 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 Ko= 2.400 P= 2126 Ibs P= 420 Ibs P= 392 Ibs Min.Design value: Z= 163 Ibs Z= 953 Ibs Ka= 2.400 Ka= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886!bs Z= 175 Ibs Z= 163 Ibs Allowable Design Value(ZCa): Z'= 262 Ibs/anchor Fastener type: 1/4"ITW Tapcon 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 Spacing: 4.00 in Tabulated shear design value: Z= 202 Ibs ��� R nf! Spacing: 2.00 in Tabulated shear design value: Z= 164 Ibs \-`� ■ s ■ . ■ f� Actual spacing: 3.00 in Reduction factor: 0.91 •`V NO -51 Allowable Design Value(Zf,,,,J: Z"= 155 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor 4.- TATE 0S1Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. OF Anchor calculations,minimum required anchors Q • ,h"` Q` • � 3b.38 Design pressure: 85.0 psf ,�c • RIQ Max. Anchor l! ONA� Area Load Ind. . At Zone (W) (Ibs) (in) O.C. Cap. Qty Load Result f fI/111111„!\\\ 79.25 (in) (tbs) (Ibs) Al 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E. Ai A2 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514 1 of 2 5/2/2017