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<br /> <br />.;S,,"'0d' <br />~efte <br />A ;\"' <br />!ne(lJ. <br />~e'3.\\' <br />I'll <br /> <br />.- <br /> <br />~I ,I <br />, II <br /> <br />---Av >30' To Property <br />Une <br /> <br /> <br />1- <br /> <br />d' <br />.;S""'"' <br />.lef\0 <br />;\'3<u <br />"iJl.e"f.o. <br />I'll'-lle", <br /> <br />rcial Storage <br />'0' <br />T x 17'-4" ICH <br /> <br />IPlans <br />and Construct" <br />.ra'Nings' p ~on of the building, refer to the <br />n~~ction da~a~tin~~~:;~nthe bUilding materials, <br /> <br />30 PSF Ground Snow Load <br />90 MPH Wind Load (3 see gust) <br />2000 PSF Presumptive Soil Bearing <br /> <br />~ <br /> <br />>30' To Existing Building <br /> <br />73'-6" <br /> <br />1'10\<1\\.\1.'<' <br />'P\J\.~ <br /> <br />\1-\): 8 <br />1l\\'IS1.. <br /> <br />EXISTING BUILDING <br /> <br />Restroom <br /> <br /> <br />~'I#> 1s-6' 1s-6' <br />.::," 0 0 <br /> <br />o <br />~,G <br />o <br /> <br />1s-6' <br />o <br /> <br />6 <br /> <br /> <br /> <br />>30' To Property Une <br /> <br />t <br /> <br />~32"m;n~"m;~ <br /> <br />Universal Parking Space Design <br /> <br />~Wick <br />~ Buildings@ <br /> <br />I t <br />, <br /> <br />Rev. Date: <br /> <br />30'-0" <br /> <br />~ <br />N <br />~ <br /> <br />~ <br /> <br />01'0\\'18 <br />CO'iIO\<IOO \. <br /> <br />NEW WICK <br />BUILDING <br />46' x 30' x 17'-4" ICH <br /> <br />-Y'-- <br /> <br />1;> <br /><0 <br />" <br /> <br />>30' To Existing <br />Structures <br /> <br />.;S,,"'0d' <br />....e08 <br />;\'3'~ <br />'fS\0(O <br />,"e"' <br />I'll" <br /> <br />ADA Requirements <br />'" The grade which surrounds the <br />building must be of black top <br />or weather hardened surface, <br />with a minimum of 1 :20 level grade. <br />fl Handicap parking stalls to <br />be provided. <br />(required to be black top) <br /> <br />.. Doors must have a threshold <br />on the floor jamb not more <br />than 1/2" for entry. <br /> <br />Engineering Office: <br />405 Walter Road, <br />Mazomanie, Wisconsin 53560 <br />Phone: 608-795-2294 <br />Fax: 608-795-2534 <br />Email: wWw.wickbuildings.com <br /> <br />Org. Date:03-01-11 <br /> <br />General Notes: <br /> <br />1. Building is a ''Wick'' Building, Designed for 30 P8F ground snow load and 90 MPH <br />(3 sec gust) wind load, assuming 2000 psf soli bearing. An unbalanced snow load <br />was designed per Wisconsin alternate standard evaluation. Bearing Capacity <br />Adjustment made per EP486.1 (2000) <br /> <br />2. Lumber: 1650 MSR Spruce Pine Fir or equivalent, unless noted otherwise on <br />drawings. <br /> <br />3. Concrete Strength: 4000 psi in 28 days, slump not over 4" Ready-mix concrete to <br />meet ASTM C94. <br /> <br />4. Cover Reinforcing: Steel with concrete, 3" next to ground, 2" in foundation wall <br />forms, lap reinforcing steel bars 24 bar diameters and mesh 12". Steel <br />reinforcement to be grade 60. <br /> <br />5. Finishing and Curing Concrete: Keep wall forms on 24 hours before stripping. Keep <br />floors covered with watertight membrane 3 days, or use curing compound. Steel <br />trowel all floors to a dense finish, lightly broom for non-slip surface. <br /> <br />6. Concrete Temperature: Maintain concrete temperature above 50 degrees for 72 <br />hours. <br /> <br />7. Fill: Compacted fill shall be granule material, free of debris and stones over 4" and <br />reasonably graded. No frozen materials w!ll be allowed. <br /> <br />8. Compaction: Strip topsoil and other organic material prior to placing fill. Place fill in <br />9" loose lifts and compact with suitable mechanical equipment to a density 95010 of <br />maximum density. <br /> <br />9. Grades: Slope all grade away from building for adequate drainage. <br /> <br />10. Exits: Exit and exit access doors must be marked with approved exit sign visible <br />from any direction of egress travel. Exit signs must be illuminated at all times and <br />provided with a system to insure 90 minute illumination in case of power outage. <br />Exit signs to comply with section 1003.2.10 of the Wisconsin building code. Exit <br />signs are not required in areas where a single exit is acceptable. Exit lights to be <br />supplied and installed by non-Wick contractor. <br /> <br />11. Heating, Ventilation and Air Conditioning: NOT part of this drawing and shall be as <br />approved by local building officials. <br /> <br />12. Plumbing: NOT part of this drawing and shall be installed in accordance with any <br />local codes. <br /> <br />13. Electrical: NOT part of this drawing and shall be installed in accordance with the <br />National Electrical Code and any local codes. <br /> <br />14. Heating Equipment & Water Heaters: NOT part of this drawing and shall be as <br />approved by local building officials. <br /> <br />15. This building will NOT have lighting installed until State approval is acquired. <br /> <br />16. The owner of this building shall provide a designated space for the separation, <br />temporary storage and collection of recyclable materials <br />generated by the building occupants. <br /> <br />17. This is a 8-1 use Building, Type 58 construction. <br /> <br />18. This building is Mixed Use, non Separated, B (Office), and S-1 <br /> <br />Premier Coop <br />Site Plan <br /> <br />Job No.: 110129M <br />Scale = 1 '=20' <br /> <br />View: Site <br />Page: <br /> <br />1 <br /> <br />Drawn By:T AR <br />Scale:240 <br />File: G:\...\110129.dwg <br /> <br />