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I, <br /> FOUNDATION GENERAL NOTES MIRACLE STEEL <br /> CORPORATION <br /> ORONOcopy600 Oakwood Road <br /> Watertown, SD 57201 <br /> Copyright©2002 <br /> FOUNDATION NOTES: c E;= 0` <br /> 1 . Design Ioadings(psf): Roof Live Load =40, Dead Load=5, Wind=20. <br /> 2 -6 a m <br /> -0 E 2 .' <br /> 2. Concrete: fc=3500 psi, 5 1 /2% air entrainment, 4" slump max. Reinforcing grade 60. All materials, mixing and placement a, o E ` z <br /> details to meet the minimum requirements of ACI 318-95. Placement and detailing of reinforcing steel shall be in accordance .I "g o <br /> with standard detailing practice. Provide suitable wire spacers, chairs and ties for supporting reinforcing steel in proper position >: o - `' 5 <br /> Minimum reinforcing lap splice length — 24 bar diameters. z } w <br /> la -0 _ o „ oc <br /> om c, c <br /> 3. Anchor Bolts 5/8" and 3/4" diameter A307. The contractor shall install the owner furnished anchor bolts in the foundation z 5 a <br /> concrete per anchor bolt setting plans furnished by Miracle Steel Structures, Inc. w 7 a o , l �.`k <br /> 3a <br /> m 4 7- <br /> 4. Footings: Footings have been sized using an net allowable bearing pressure of 1500 psf. It is the owners/contractors x t a d , <br /> -o <br /> responsibility to assure that all footings rest on undisturbed (virgin) soil. Any leveling fill under footings or slabs shall be < •tc . 0_ ._ o <br /> clean compacted crushed stone. If unsuitable materials such as fill, water, debris, soft and/or wet clay or organic materials are ��} d <br /> -a lili 4111 <br /> encountered during excavations, the excavations shall be deepened to remove the unsuitable materials and backfilled with clear C/D <br /> compacted crushed stone or stop construction for a reevaluation of the foundation by a qualified soils engineer. All costs N <br /> resulting from the actual existing foundation conditions shall be the responsibility of the owner. O <br /> Nz Z <br /> 5. The suitability of the site for the construction shown on these plans is the complete responsibility of the owner and/or the W a <br /> contractor. Certification of these plans by Mark H. Fairbairn P.E. is for the building foundation structure only and does not <4 <br /> cover site development features such as drainage, slope stability, landscaping, paving, sewers or other utilities. w <br /> wY.♦' z <br /> 6. The contractor shall coordinate the dimensions on the foundation plans with the building plans to assure compatibility and Z C <br /> correctness. a O <br /> 7. Saw cut slab © 12 maximum t 12'0" x 12'0") a O <br /> P4- 'I O <br /> F <br /> O <br /> Cn.7 Fji <br /> CITY OF ORONO REVISION: DATE: <br /> BUILDING PERR1 PMN REVIEW <br /> INSPECTOR G (Uiv-co� <br /> GATE. tib- I°I-02 ERMIT NO. <br /> _D'APPROVED AS SUBMITTED <br /> 0 APPROVED WITH CORRECTIONS AS NOTED DRAWING NAME: <br /> 0 NOT APPROVED---CORRECT&RESUBMIT 420911 FGN <br /> These comments are for your information.All work shall be done DRAWN BY: <br /> in full compliance with all applicable building and zoning code. <br /> Requirements inducing items not specifically noted in this review. D.R. <br /> KEEP THIS PLAN SET ON SITE AT ALL TIMES DATE: <br /> 8/5/02 <br /> SCALE: <br /> N/A <br /> SHEET S— 15 <br />