Laserfiche WebLink
. � ,� �:,, <br /> PRO.IECT DGSCRIPTION <br /> Provide pipe piling suppon forjacking of settled foundation and le�'eling of home. The home has a partial <br /> basement with 6-fao[high ceilings and a crawlspace area at the west or front end of the home. 'Ilie west end of <br /> the home that is over the IS-foo[wide crawlspace area and that is supported at its perimcter by 4-foot tall <br /> concrete stemwalls has;etticd. The wood-;ramed residence w�s constructed in the 1923 and is located at 1219 <br /> Hoyt Avenue in Everett, Washington. <br /> SCOPE OF WORK <br /> Provide field investigation of house Gaming as requircd to determine and analyze existing gmvity loading on the <br /> founda[ion system. Design pin piling support for the settled portions of the house. Gravity loads are in <br /> conformance with the 1997 Uniform Duilding Code(UBC). Stamped swctural calculations and engineering <br /> draµ�ings are provided Tor agency rcvicw and construction. <br /> DF.SIGN CRITERIA <br /> GRAVITY LOADS: <br /> Dead Loads: G PSF Existing roof framing <br /> 10 PSF Exisimg ceiling framing <br /> 8 PSP Existing floor Gaming <br /> 12 PSF Existing extcrior wall Framing in vcrtical planc <br /> 1G PSF [xisting intcrior wall framing in vertical planc <br /> 7 PSF Allowance for future deck or porch framing <br /> Live Loads: 40 PSF Residential floor loading <br /> 25 PSF Roof snow loading <br /> P[PE PILE CAPAC[7'Y: <br /> 2" � Sched. 30: 4000 LB (Assumcd bcarine capacity) <br /> SUMMARY <br /> 22 piles are proposed to imJerpin existir.g stemwall f'ootines and thc existine masonry fireplace. Thc pilc lavout <br /> does not require additional framing or altr.ration of'cxisting bearing lines. <br /> � � Calculation Summarv � L Cimino ���� 0G/20/03 <br /> o �,.. <br /> ENGINEERING <br /> Marias Residence Foundation Unde innina <br /> s,.. ��..�,,, <br /> �;o aa�n,�.s����i� <br /> s��m=ou ,,..., l.�iDL � <br /> f;dmonds.vP�v 7%�CO 03084.10 .. i�_ <br />