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r <br /> ' O1f110 S <br /> UMMARY OF THE WORK <br /> DIVISION 1: GENERAL REQUIREMENTS <br /> ' General: <br /> � The work of the contract consists,in general,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 tha removai of materials and the installation of new materials. The <br /> ' Owner has the right to rejects ali bids.if the Owner accepts a bid,the succ�ssfui Bidder/Buitder will <br /> enter into an agreement with the Owner to undertake this project. <br /> ' The General construction contract inciudes the contracts,the drawings and the project manual.The <br /> Mechanical and Electrical work shall be bid under separate contracts. <br /> ' The data.set forth in this specification and indicated on the drawings is accura#e as can be obtained,but <br /> its extreme accuracy can not be guaranteed. Final application shall be deterinined by the appraval of the <br /> Owner. <br /> , The law and location of the construction sites govern the construction of any contract,alI building, <br /> heating,ventilating,plumbing and electricai codes of the State of Minnesota and local laws and <br /> ' ordinances,which are hereby made part of each Contrac� <br /> Scope of'Warlc; Contractors will provide material delivered to the site and all labor to eomglete the work <br /> accarding to tho drawings aad the project manual. AIl Sub-Contractors shall be responsible to the <br /> � General con#ractor. The Owner will enter into various Contracts as requireci to complete the work <br /> described. <br /> ' There shall be no communication,concerning technical matters,between the Owner and the Contractors <br /> regarding the Woz�c after it begins. All communication regarciing such matters shall take place between <br /> the Contractors and the Architect and or his Engineers. <br /> ' 01015 <br /> GENERAL STRUCTURAL NOTES <br /> ' Design Uu�tt Stresses <br /> • Structural$teel-ATSM AS72"W shapes;ASTM A36 for angles,plates saddles and bars. <br /> � • Stcvctural Tube Stcel-ATSM A501,Grrade B. " <br /> • Reinforcing Steel-AT'SM A615,Gra:de 60. <br /> • Welded Wire Fabric-ATSM A185. <br /> , • Concrete-fc=3Q0(}psi @.28 days,footing,slabs and beams;except 4000psi with 7%air <br /> entrainment for garage slab. <br /> • Masonry-f m= 1500 psi. <br /> ' • Concrete core fill 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 iumber SPF#2 or better,treated for exterior use. <br /> SUMMARY UF WORK Page 1 of S <br /> ' GENERAL REQUIREMENTS <br /> ' <br />