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�� <br />SPfiCIFICAT10N3 <br />Neil Houae at Triada Granada, Lot 11 <br />fiverett, Wa. V�2� J`—G . <br />Fred J. Baxter, Architect/O�aner �1�'f(P —��/�' <br />01000 GENERAL NOTES <br />1. All work shall comply with all State, County or City <br />Ordinances and the 1985 Uniform Building Code. <br />'L. Sy submitting a bid, the bidder agrees and warrants that <br />that he has esamined the draiaings and specifications and <br />found that they are adequate for the proper completion <br />of the worlc of his subcontract. <br />3. A1.1 caorl: shall be performed in the best and <br />mosr, professional manner as is consistant c:ith industr3� <br />standards ba• mechanics skilled in their trade. <br />�1. The architect ocaner shall provide a temporary <br />installation of electric and i:ater ser�•ice and toilet <br />facilities. <br />5. �111 subcontra�tors are required to be reg:istered in the <br />state and to carry general liability insurances and <br />surety bonds as required by the state as well es Worlcman's <br />Compensation Insurance for ever3' persan he employs on the <br />project. The architect\owner uil.l only carry Bui.Lder's <br />Risk Insurance on the project premises. <br />6. 10% of all subcontract sums will be retai.ned by the <br />architect/owner until final acceptance o£ the project. <br />7. The plans are layed out on a 3'-4" square grid. <br />a. All exterior dimensions are to the far_e of studs and <br />face of concrFte as located off of the grid. <br />b. Interior partitions are centered on grid lines etcept <br />as dimensioned otherwise. <br />8. The subcontractors will verify conditions at the site and <br />notify the architect of any descrepencies between actual <br />conditions and these drawings. <br />9. All subcontractors will coordinate their work with other <br />trades as required. <br />10 2000 psf soil bearing pressure assumed. <br />11. Strip off 1' min. of top-soil for footings. <br />U30Q0 CONCRETE <br />1. �linimum concrete compressive strength 20UU psi at 'L8 <br />days. RD <br />2. Reinforcing steel to be A-615, ,grade �O deformed bars. <br />3. Welded wire fabric to be 6x6 10/10 (U.O.N.�, A-185. <br />�!. yinimum wall reinforcing: �4 bars 18" o.c. eech way in <br />walls. Lap all continuous bars 30 diameters. Provide <br />2'x2' cnrner bars. <br />5. All foundations to bear on fi.rm undisturbed earth, 18" <br />min. beloia final grade and 12" min. below e�isting qrade. <br />6. Provisions shall be made to control surface and <br />subsurface water. <br />�. rill beloca slabs shall be compucted to 95; modified <br />Proctor dry density per ASThI D 1557. <br />