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� TC� PFOJECT: JOB F: "/��(/ ____ <br /> . Eng�ering� BY:� � <br /> Woodnv'��IIc�WA980721� (4 5)48106601 DATE: I/Il6 Gy 1oF23 <br /> ,lob Name: <br /> Site Address: 21XX Howard C C� ��- � 5 � <br /> Fverett, WA <br /> JurisdicGon: City of Fverett /� \ <br /> C 1 '� ��Y� �,^���a�a c�c�rJ <br /> Plans Bv: Crane Design <br /> Plan Number/Job ID: #011186 <br /> Desi�n Specifications: 20J3 IBC <br /> Buildinc�Type: Enclosed, Low Rise, Simple Diaphragm <br /> Importance Factor: 1.00 <br /> Basic Wind Velocity: 85 mph <br /> Wind Exposure: B <br /> Snow Loading: 25 psf <br /> Seismic Use Group: I <br /> R: 6.5 <br /> %of Snow Incl.wl Seismic; 0 <br /> Soil Site Class: D js fo� <br /> Analysis Procedure: Simplified �,,,; erigineenng <br /> ss: �25 °io 9 use �or a single tw�lding <br /> Load Combinations: ASD Alternate Basic ��gle structure• <br /> Buildinq Desiqn Parametera. P@tTIN� �m� <br /> Roof DL: 1S psf E : �S� 1� <br /> FloorDL: 1C psf <br /> V�Jall DL: 10 psf � ..���i� <br /> Levels: `iaries <br /> Level Names: UPPER <br /> MAI N <br /> '� r <br /> " �<� w <br /> O� JIIH91 �� <br /> REQUI�EMEN SNOR CHANGESDDOITPOANS �s`S�UNAL�F' U �1 �� <br /> ARE AS SHOWN ON SHEETS (� I lG6 <br /> THROUGH X3 OF THESE CAL ULATIONS <br /> WITH NOTES, SCHEDULES & DETAILS EXI9RG5 03/27/O <br /> PER DRAWING No.TSE-1 THROUGH <br /> TSE-`� <br /> ENGINEER'S SEAL IS FOR LATERAL LOAD <br /> DESIGN DUE TO SEISMIC AND WIND FORCES <br /> ONLY. GRAVITY LOAD DESIGN IS THE <br /> RESPONSIBILITY OF THE BUILDING DESIGNER. <br /> EXCEPTIONS: ^���$ <br /> �v <br /> casaw <br /> i <br />