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� CGIEN'I': Allied Interstate r---�elopment Corp. <br />PROJF.CT: 6 Ft. Diameter L.�n Antenna Mount <br />- CALCiJIr1TIONS FOR: Design Criteria <br />LOCATIOIY: Pay N Save Site #5-0126, Everett, WA <br />SCHEME I: Vertical Penetrating Roof Mount <br />1. <br />2. <br />3. <br />d. <br />5. <br />UBC 1988 <br />ACI 318-83 <br />AISC 8th Editi�� <br />AWS 19&3 <br />LOADINGS: <br />LIVE LOADS: <br />1. ROOF LIVE LOAD = 20 PSF <br />2. SNOW LOAD = 20 PSF <br />3. <br />SEISMIC: <br />V=ZIKCSW <br />Fp=ZICpWp= I��u��3wP <br />VEL = 80 mph, Exp. C <br />P=CeCqqsI= i.�Y�.3x��x�=2�.� <br />�TOB NO.: 3435.00(X) <br />SHEET 1 •1 OF <br />TtADE BY:AGA DATE: (� 1g fA <br />CHECKED BY: DATE: <br />Person Talked To: Ben Edwards <br />Telephone No.: (206) 259-8847 <br />Date: June 13, 1989 <br />Building Dept.: Everett, WA <br />MATERIALS: <br />CONCRETE:� Q <br />REINFORCiivG STEEL BAR: tJA <br />MASONRY: N� <br />STRUCTURAL STEEL SHAPES: �.S � M <br />STT2UCTURAL STEEL PIPES OR TUBINGS: � S�' �"�'�pE <br />COLD-FORMED S1'�EL STRUCfURAL MEMBER: tJ R <br />BOLTS: ASTM � 30� <br />WELDING: � �o x ti <br />WOOD: pvu��_s5 =�sc- <br />FOUNDATION: <br />Soil Report Don,� gy: N� Soil Report No.: <br />Allowable Foundation Pressure: N � <br />REFERENCFS: <br />R <br />L.atera] Bearing Pressure: �_ <br />