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� <br /> � 01020 SIJ2VIIVIARY OF THE WORK <br /> DIVLSION 1: GENERAL REQUIREMENTS <br /> � General: <br /> � The work of the contxact consists,in ge�eral,of the construction a Cabana,a Poo1 and a Hot Tub at the <br /> Richard and Britt Gage residence,Long Lake,Minnesota as shown on the Drawings and described in <br /> these Specifications. It includes both the removai of materials and the installation of new materials. The <br /> � Owner has the right to rejects ali bids.If the Owner accapts a bid,the successful Bidder/Buiider will <br /> enter into an agreea�ent with the Owner to undertake this projec� <br /> � The General canstruction contract includes the contracts,the drawings and the project manual.Tlte <br /> Mechanical and Electrical work shall be bid under separate cantracts. <br /> � The data set forth in this specification and indicated on tl�e drawings is accurate as can be obtained,but <br /> its extreme accuracy can not be guaranteed. Final application shall be determined by the approval of the <br /> Owner. <br /> � The law and locahon of the construction sit8s govern the construchon of any contract,all buitding, <br /> heating,ventilating,plumbing and electricai codes of the State of Minnesota and local laws a.�d <br /> ordinances,which are hereby made part of each Contract. <br /> � Scope of Work; Contractors will provide material delivered to the site and all labor to complete the work <br /> according to the drawings and the project manual. All Sub-Contractors shall be responsible to the <br /> � General contrac#or. The Owner will enter into various Contracts as required to complete the work <br /> described. <br /> ' There shall be no communication,concerning technica!matters,between the Owner and the Contractors <br /> regarding the Work after it begins. All commtu�ication regarding such matters shall take place between <br /> the Contractors aad the Architect and or his Engineers. <br /> � 01015 <br /> GE,NFRAL STRUCTURAL N4TES <br /> r ��U�ts� <br /> • Structiu�ai Steel-ATSM A572"W shapes;ASTM A36 for angles,plates saddles and bars. <br /> ' • Structural Tube Steel-ATSM A501,Grrade B. " <br /> • Reinfarcutg Steel-ATSM A615,Grade 54. <br /> • Welded Wire Fabric-ATSM A185. <br /> � • Concrete-fc=3UOQ psi @.28 days,footing,slabs a�d beams;except 4004psi with 7%air <br /> entrainmen#for garage slab. <br /> • Masonry-f'm=150Q psi. <br /> ' • Concrete core fiIl for masonry-3000 psi @.28 days. <br /> � • Microlam beams and PSL cols-Truss Joist MacMillan 2.OE,Fb=2900 psi treated when exterior <br /> use. . <br /> • Glulam beams-DFL,Fb=2400 psi with exterior glue lines. <br /> � � Dimensional lumber SPF#2 or better,treated for exterior us�. <br /> SUi�Il�iARY�F WORK Page 1 of 5 <br /> � GENERAL REQUIREMENTS <br /> � <br />