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r+� <br />M— <br />SKILLI\GWARD %G1'USSO` RWKSIIIRI: IXG <br />Consulting Structural and Civil Engineers a #'? <br />V O M� <br />M4),2 v D <br />May 20, 1993 C/TY ............. 11993 <br />Mr. Steve Miller pub/'c 10 <br />City of Everett ur, <br />Department of Public Works/Building Department <br />3200 Cedar <br />Everett, Washington 98201 <br />SUBJECT: CCLBY SQUARE <br />EVERETT, WASHINGTON <br />Re: Design Load Criteria <br />Dear Steve: <br />The following is a list of code references related to the structural design which were verbally <br />approved in our meeting with you on Friday, May 7, 1993. Please confirm and approve the <br />following codes and loadings that we will use on this project. <br />Building Code: UBC 1991 Edition (with Washington State amendments) <br />2. UBC Section 2304, 2305 - Live Load <br />• Office floors <br />- 50 psf (reducible per 2306, 40% maximum) <br />- 2000 Ibs on a 2-1/2 square foot area <br />• Retail <br />75 psf (reducible per 2306, 40% maximum) <br />200 Ibs on a 2-1/2 square foot area <br />• Garage area <br />- 50 psf (reducible per 2306, 40% maximum) <br />- 2000 Ibs on a 2-1/2 square foot area <br />- 40% of maximum gross vehicle weigh spaced 5'-0" on center <br />• Stairs, corridors, lobbies <br />- 100 psf (non -reducible) <br />• Roof <br />- 25 psf with drifting snow per the SEAW Washington Snow Load Study <br />(Rev. 1981) <br />• Loading dock <br />- 250 psf or 4000 Ibs capacity forklift, whichever produces greater stress <br />• Basement storage <br />- 125 psf (non -reducible) <br />1301FIMAaad,e,9dN3i00 SWkWA99101.2099 M)2924200 FA1Cr10S)4924201 <br />