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RANII'ART ENGINEERING <br />SHANNON D. RAME�C', P.E. <br />8215 f#t1i St. NG Marysville, Wa. 98270 <br />h.425-327-4894 ram �artsdr�OhotmaiLcom <br />� <br />a'3 I I p 3—� _^s �i <br />(4� , I�� I, il v A�� ,, �,�,;,, � <br />� >1 � , <br />STRUC�JRAL DESIGN FOF, i'OLE BLDG 4/26/II <br />CHRIS LUSCHER <br />i033 MUKILTEO BLYD <br />EvERE i r, WA 98203 <br />WALL BRACING SPECIFICATIONS ARE TAKEN FROM THE PRESCRIPTIVE REOUIREMENTS IN IRC/IBC 2009, ANSI/AF6PA <br />�VFCM-2001, AND CALCULATED REOUIREMENTS INCLWED IN THIS ANALYSIS BASED ON REFERENCES TO THESE SAME CODES <br />AND ALSO ASCE7-OS. STRAP REOUIREMENTS FOR LOADS BETWEEN WALLS AND BRACING PANELS HAVE BEEN <br />CACLULATED. HURRICANt TIES WERE SELECTED TO ADHERE TO IRC2009 RE�UIREMENTS FO�Z WIND LOADS. FASTENING <br />OF STRUCTURAL MEMBERS IS TO CIXJFORM TO TAO�E 2304.9.1 IN 16C2009 IX2 TABLE R602.3(I) IN IRC2009. MOST <br />OF THE CODE SECTIONS USED ARE REFERENCED IN THE CALCULATIOtJS. <br />THESE CALCULATIONS ARE FOF2 DETERMIIJING THE TYPE OF CONSTRUCTION RE�UIRED TO RE515T FORCES OF WIN�, SNOW, <br />AND EARTH�l1AKE. DESIGN OF INDIVIDUAL ELEMENTS SUCH AS J015T5, HEADERS, FLOORS, RAFTERS, TRUSSES, CONCREiE <br />FOOTINGS, ETC, ARE TO FOLLOW PRESCRIPTIVE INDUSTRY 8 CODE APPROVED METH005. WHERE COMPONENTS HAVE BEEN <br />DESIGNED, THE ANALf51S IS INCLUDED WITH THESE CALCULATIIXJS. <br />CALCULATIONS, �E'fAILS, AND SUPPCRTING INFORMATION ARE ATTACHED. THIS INFORMATION IS INCORPORATED BY <br />REFERENCE HERE iNTO THE DRAWINGS, PLANS. AND SPECIFICATIONS OF TME R20JECT. <br />SHANNON D. P.AM�Y, P.E. <br />�� � �;����`v I'�=� �l��; <br />U <br />i�iaY 0 3 2011 ` <br />CIT•� OF EVFFlET7 ; <br />'� �-.>,;���:i1;. �.r.ivi::c��: _ --' <br />�.... ._.-._...-._ . _... <br />LOADS, DEAD & LIVE <br />FLOOR LIVE LOAD P� := slAb <br />FLOOR DEAD LOADPp;= Sinb <br />ROOF LIVE LOAD �SNOW) R�,:= 25 <br />ROOF DEAD LOAD Rp:= 1� <br />ATTIC LIVE LOAO A� ;= O <br />PARTITION WALL LOAD, PLF P��,:= 50 <br />WEIGHT N A •R + P �L + \1' �.2 <br />f�- I D ��' hldg Aldg <br />. .r�N n, <br />a <br />��P� �F WASI <br />� ,�F' /'`.� <br />zaeio <br />CXPIRES 3 <br />LENGTH OF L����6:= 20 <br />BUILDING ---> <br />WIOTH OF BUILDING ---> \Vh��s ;= 12 <br />AREA OF I5T F100R <br />r\� := Lb��s \V��dy, <br />W� = GO80 <br />SEISMIC DEAD LOAD AT BASE <br />��� :_ �,, _ � /� + ���� � ��, _ �ggp SEISMIC DEAD LOAD AT TOP PLATE <br />r I �a'l blJg Wg '� <br />