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Davita Zephyrhills Dialysis at 36819 Eiland Blvd Zephyrhills Mounted Sign� <br /> 10/8/2013 <br /> INPUT DATA <br /> Height to Sign Center 15 Feet <br /> Sign Area 70 SF Maximum <br /> Sign Weight 400 Lbs.Maximum <br /> 1.2(Sign Weight) 480 Lbs. <br /> FLORIDA BUILDING CODE 2010 Input INPUT <br /> Risk Category II per FBC 1604.5 <br /> Design Wind Speed per Fig.1609a (MPH) � 14f� 108.44 mph <br /> wind direction factor 26.6-1 Kd 0.85 Adjusted ta nominal design wind sp�ec� <br /> Exposure coefficient Kz Kz 0.9 <br /> Exposure Category � C <br /> topo factor per 26.8 Kzt 1 Kz table <br /> calculated velocity pressure ' .�" psf Height(ft) <br /> external pressure coefficient neg. GCp 1.4 Exp. 15 30 40 <br /> Suction Wind Pressure 30.4.2 . ' PSF B o.�o o.�o o.�e <br /> Calc's per ASCE 7-10 C o.as o.9s i.oa <br /> CALCULATED SUCTION WIND LOAD 2257 LBS D i.os i.ie i.zz <br /> 'CONTRACTORTOVERIFYANDABIDEBYALLMANUFACTURERINSTALLATIONSPECIFICATIONS. <br /> FASTENER LOAD RATINGS&DESIGN VALUES <br /> Shear Tension Min.p Max.Allow Required Pass nnaz.nliow. Required Pass <br /> FASTENEROPTIONSI (IbsJ (!bs) bolts Tension Tension or Shear Shear or <br /> req'd (Ibs) (Ibs) Fail (IbsJ (IbsJ Fail <br /> 3l8"x 1-1/4"Embed.Sleeve Anchor into concrete,block,brick 948 578 la 8092.0 2257.o Pass 13272.0 480.o Pass <br /> 3/8"Standard Grade All thread rods vvith 1"dia washers each side CoROSion res. 510 410 14 5740.0 2257.0 Pass 7140.0 480.0 Pass <br /> 318"Toggle BoH into 1/2"Plywood sheathing 265 175 24 a2oo.o 2257.o Pass 6360.o aso.o vass <br /> 0.0 2257.0 Fail 0.0 480.0 Fail <br /> DETAILS <br /> Toggle Bo�ts,All treads: <br /> IConnectors shall penatrate through wall and froming.Install washers on back side of wall and tighten wi[h nut. <br /> The wall section should be at a min.1/2"plywood sheathing over 2x4 studs,16"o.c. Seal all penatrations with acrylic caulk. <br /> Sheet metaf screws,screws,lags: <br /> FASTENERS SHALL PENATRATE THROUGH SIGN AND METAL,PLYWOOD OR SHEATHING WALL SKIN. <br /> Seal all penatrations with acrylic caulk. <br /> Self Drilling srews shall be in compliance to ASTMC1513. <br /> WALL MOUNT SIGN <br /> NUT & WASHER <br /> THRU—BOLT AS SPEC <br /> --0.25"xt'.1.5'CHANNEL <br /> 24"LONG 70 9RIDGE <br /> ACRO55 STUDS. OP�IONAL <br /> MEfAL 1' UNI—STRUT <br /> NUT k W4.SHER <br /> WOOD 5TUD OR <br /> METAL STUD <br /> FRAMING 16� O.C. <br /> SHEATHING <br /> Disclaimer: These engineered calculations only apply <br /> to the mounting connectors shown(no electrical,etc). <br /> All dimensions and properties have been provided and THRU—BOLT CONNECTION <br /> certified by the client. All weather exposed connectors NTS _ <br /> must be corrosion resistant. � <br />