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0 <br /> OUTLINE SPECIFICATIONS <br /> Division 1 -GENERAL REOUIREMENTS <br /> 01050 Field En�ineerin� <br /> Provide for survey and staking as required for construction. <br /> 01060 Perinits <br /> Provide for payment of permits as required by the City of Orono. <br /> 01500 Insurance and Miscellaneous <br /> Provide for the payment of builder's risk insurance and miscellaneous items. <br /> 0151 1 Electric <br /> Provide for temporary electrical service during construction as well as hook up charges. <br /> 01513 Natural Gas <br /> Provide for temporary natural gas service during construction as well as hook up <br /> charges <br /> 01566 Debris Control <br /> Provide for removal of construction debris. <br /> 01710 Cleanup <br /> Provide for final clean up of project � <br /> 019U0 General Labor <br /> Provide for labor required to provide comprehensive finished project. <br /> Division 2-SITEWORK <br /> 02200 Earthwork <br /> Provide for excavation,backfill and fine grading. <br /> 02730 Water Well <br /> Allowance to provide for well in accordance with all applicable design standards and laws <br /> in force at the time of installation. <br /> 02740 Septic S s� <br /> Allowance to provide for septic system in accordance with all applicable design standards <br /> and laws in force at the time of installation. <br /> Division 3- CONCRETE <br /> 03301 Foundation <br /> Foundation walls shall be of 8", 10" or 12" poured concrete with an 8 x 20 concrete <br /> footing. <br /> 03303 Basement Floor <br /> Basement floor shall be of smooth finish 4000 psi concrete. <br /> 03304 Gara�e Floor <br /> Garage floor shall be of smooth finish 4000 psi concrete. <br /> 03305 Stoops and Sidewalks <br /> Provide for granite flagstone per plan. <br /> Division 4-MASONRY <br /> 04400 Stone <br /> Stone shall be granite fieldstone and installed around house as per plan. Fireplaces shall be <br /> masom-y with fieldstone veneer as per plan. <br /> Division 5-METALS <br /> 05100 Structural Metal FraminQ <br /> Steel beams shall be used if necessary and shall be sized according to current engineering <br /> practice. <br /> Division 6-WOOD AND PLASTICS <br /> 06100 Rou�h Carpentry <br /> Floor joists shall be of 12 LPI material on 16"centers with 3/4" T&G <br /> plywood subfloor glued and nailed to joists. Exterior walls shall be of 2 x 6 <br /> . SPF inaterial behind 7/16" plywood sheathing. Interior partitions shall be of 2 x 4 <br /> SPF inaterials. Roof sheathing shall be of 1/2" oriented strand board. <br />� <br /> �75 ,�:c�sh �u m �, <br />