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CASE FORENSICS, CORP. <br />SHANNOIV D. RAMEY, P.E. <br />23109 SSth Ave W MounUakeTerram, WA 9&1�I3 <br />nh.425-775-5iS0 srameVQcasc4n6.com <br />STRUCTURAL DESIGH FOR POIE SHED 6/I/12 <br />WILUAM OLSEN <br />3711 ROCKEFELLER AVE I <br />EVERETT, 'VA 98201 <br />BRACING SPECIFICATIONS ARE TAKEN FROM THE PRESCRIPTIVE REQUIREMENTS IN IRC/IBC 2009, ANSI/AF9PA <br />WFCM-2001, AND CALCULATED REOUIREMENTS I!JCLUDED IN THIS ANALYSIS BASED ON REFERENCES TO THESE SAME CODES <br />AS WELL 4S ASCE7-OS AND ASAE EP486.1. STRAP REOUIREMENTS FOR LOADS BETWEEN ROOF AND BRACING POSTS <br />HAVE BEEN CACLULATED. HURRICANE TIES WERE SELECTED i0 ADHERE TO IRC2009 RE�UIREMENTS FOR WIND LOADS. <br />FASTENING OF STRUCTURAL MEMBERS IS TO CONFOF2t1 TO TABLE 2304.9.1 IN IBC2009 OR TABLE R602.3�1) IN <br />IRC2009. MOST OF THE CO�E SECTIONS USE� ARE REFERENCED IN THE CALCULATIONS. <br />THESE CALCULATIONS ARE FOR �ETERMINING THE TYPE OF CONSTRUCTION REOUIRE[� TO RESIST FORCES OF WIND, SNOW. <br />AND EARTH�UAKE. DESIGN �F INDIVI�UAL ELEMENTS SUCH AS JOISTS, NEAOERS. FLOORS, RAFTERS, TRUSSES,CONCRETE <br />FOOTINGS, ETC, ARE TO FOLLi1W PRESCRIPTIVE INDUSTRY 8 CODE APPROVED METH0�5. WHERE COMPONENTS HAVE BEEN <br />DESIGNED. THE ANALYSIS IS I�ACLUDED WITH THESE CALCULATIONS. <br />CALCULAT,ONS. DETAILS. AND SUPPORTING INFORMATION ARE ATTACHED. THIS INFORMATION IS INCORPORATED BY <br />REfERENCE HERE IN70 TNE �RAWINGS, PLANS. AND SPECIFICATIONS OF THE PROJECT. <br />SHANNON D. R.1MEY, P.E. <br />REVIEWED BY MIKE �RqMHALL, PE, SE <br />LOADS, �EAD B LIVE <br />FLOOR LIVE LOAD f'�.:= ,lai� <br />FLOOR DEAD LOADFp:= .I.�h <br />ROOF LIVE LOAD (SNOW) R� ;_ �J <br />ROOF �EAD LOAD H��;= 12 <br />ATTIC LIVE LOAD ;�� := 10 <br />PARTIilOIJ WALL LOAD. PLF P�� := 0 <br />WEIGHT <br />11�i :_ :\i�Rp + �'�.•��-nw_ + N'nwc�'= <br />\5'r:= \1 i — �'��'��,dd_ + \\�hWg'�, <br />�Is��Z <br />�NON D. R' <br />�'�' �F WA$/i� 'lf.n <br />� �F' � 4� '.� <br />� u R- <br />Etti�`' �,C` <br />ttr��, <br />EXPIRES <br />LENGTH OF L�,i�,.:= IR <br />BUILDING ---> <br />WIDTH OF BUIL�ING �--> \1'����E:= I I <br />AREA OF IST FLOOR <br />Ai :_ �nia�•\\'aidc <br />\1'� ='i76 <br />��'r = ^�ib <br />SEISMIC DEAD LOAD AT BASE <br />SE.ISMIC DEAD LOAD AT TOP PLATE <br />