2013-04-04_REVISION - M1980244 (2)

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l a�aid C,a�lnntors/M IN, hICIWitNin , U CERTIFIED 5 " FABRICATOR Q AND ERECTOR 1 • (1) Ea 10' W X 12'H Cookson Insulated Service door, 22ga int/ext slats, chain hoist • (2) Ea. 3070 walk doors • Foundation — Spread footers beneath columns, 8 "W x 36" grade beam with pilasters at columns(30" below grade with 6" above grade), 6" slab on grade, 4'x4' x 4" stoops at walk doors, 12'W x 20'L x 6" concrete apron at overhead door. • Electrical o 200 amp 3 phase, 120/208 volt service, nema 1, with meter socket, service from Black Hills adja- cent to building, grounding per code, breakers and circuits to supply the following. • 2 -15KW electric unit heaters with stats • 12- 6 -lamp P5 fixtures, 3 switches • 2- outside wall -paks with photo -cell • 10- receptacles, 1 mounted on outside wall, 2 per 20 amp circuit • 2- ceiling fans to help push heat down with speed control switches • The raceway system is EMT conduit with pressed metal boxes. GENERAL QUALIFICATIONS: • Engineering is included • Building Permit included • Any existing hazardous material abatement to be provided by others • Electrical to within 5' of buildings to be provided by owner • Quote based on straight time • Quote assumes 1500psf soil bearing capacity • Building Use and Occupancy Classification: ICM has assumed all products in storage will be closed con- tainers, Class IIIB Combustible Liquids (Flash Point at or above 200 degrees F). Per table 307.1(1) of the IBC the maximum allowable storage is 13,200 gallons. We are looking at less than 5,000 gallons, so the lube storage building should not be classified as hazardous and does not require a fire suppression sys- tem, explosion proof electrical, special ventilation or fire rated walls therefore any of these requirements have not been included. • Assuming structure that Lube storage is within 10' is not an occupied structure, special separation has not been included. • No dewatering • No rock excavation • No plumbing • HVAC — Electric Unit Heaters Only, No ventilation or cooling • Concrete testing is not included • Site Preparation: ICM has assumed only minimal leveling of site may be required. • Subgrade prep: ICM has assumed existing soil will be adequate therefore we are excluding any overexca- vation and recompaction and excluding importing of any fill materials. ICM will excavate as required for spread footings and grade beams and place on undisturbed soil. • Final Grading — ICM has assumed there will be minimal grading around perimeter of buildings to ensure drainage away from buildings. ICM assumes spoils will be adequate for final grading and if required CC &V will truck soil to building sites. • No Floor finishes • Bonding is excluded Page 2 of 3 2013_026 CCV Pre - Engineered Metal Storage Buildings