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PMT16-00408 City of Menifee Permit No.: PMT16-00408 29714 HAUN RD. Type: Commercial Addition 1/ACCEL/� MENIFEE, CA 92586 """""4Szk.— MENIFEE Date Issued: 03/14/2016 PERMIT Site Address: 29232 ESCALANTE RD, MENIFEE, CA Parcel Number: 351-020-D49 92587 Construction Cost: $20,340.00 Existing Use: Proposed Use: Description of INSTALL FREESTANDING 18'X 27'CANTALEVER COVER Work: *REVISION-FOOTINGS"5/1/16 Owner Contractor CANYON HEIGHTS ASSOCIATION SHADE STRUCTURES INC 31608 RAILROAD CANYON RD 8505 CHANCELLOR ROW MENIFEE,CA 92587 DALLAS,TX 75247 Applicant Phone:2149059500 HEATHER KEARNEY License Number:989458 SHADE STRUCTURES INC 8505 CHANCELLOR ROW DALLAS, CA 75247 Fee Description Oft Amount IS) Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP COMMERCIAL 1 6.00 General Plan Maintenance Fee-Building 1 6.65 $173.66 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Pennit_Tempiate.rpt Page 1 of 1 Company USA Shade and Fabric Structures April 20,2016 Designer Job Number : Footing 1 -N8 Checked By: Sketch bit;ref t4onifcc 2.75 ft x Building a Safety Dept. A B APR 2 5 2016 x r, R N x N _ C v D C 5.5 ft D C Details A ^x B #5@6 in c� m x Li z '^ c a N t+ #5@6 in T D t \i x Dir. steel: 3.37 in2 (min)(11 #5) m D Footing Elevation C z Dir.Steel: 3.37 In (min)(11 #5) Bottom Reber Plan CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL REVIEWED NAY 0 12016 �Y DATE 1 'Approval of these plans shall not be construed to be a permit for,oran 1 approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. RIS o ion 4.01 CA...\. \. \1,8x27x10 FC HIP IBC 2012-FOOT.R3Dj Page 1 11 Company USA Shade and Fabric Structures April 20, 2016 Designer Job Number : Footing 1 -N8 Checked By: A B #5@6 in x Lq in #5@6 in DI IG. 5.5 ft x Dir. Steel: 3.37 in (min)(11 #5) z Dir. Steel: 3.37 in' (min)(11 #5) Top Rebar Plan Geometry, Materials and Criteria Length :5.5 ft eX :0 in Net Allowable Bearing :1.5 ksf(net) Steel fy :60 ksi Width :5.5 ft eZ :0 in Concrete Weight :.145 k/ftA3 Minimum Steel :.0018 Thickness :54 in pX :.001 in Concrete fc :2.5 ksi Maximum Steel :.0018 Height :0 in pZ :.001 in Design Code :ACI 318-11 Rot.Angle :Orient to Column Footing Top Bar Cover :3 in Overturning/Sliding SF :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :3 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 RISAFoot Version 4.01 [C:\...\...\...\18x27x10 FC HIP IBC 2012-FOOT.R3D] Page 2