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UTTh <br /> lengineering <br /> PO BOX 0352 L 1 d 'W'OOD. %NA - 8'Di-6 <br /> T. f?06) 2B0—L 7O, r. (206) 854-626 <br /> SERV CES@UPSTB�COM <br /> General Structural Notes — Unless Noted Otherwise <br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION, OR <br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. <br /> DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. <br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS <br /> REQUIRED BY LOCAL JURISDICTION. <br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR <br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. <br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC <br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF <br /> 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST <br /> PROCEDURES. <br /> CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 <br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE <br /> PREVENTED. <br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE <br /> GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL <br /> CONFORM TO ASTM A-185 AND SHALL BE 6X6—W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES. <br /> TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: <br /> BEAMS AND POSTS(4x_AND GREATER): DF-L#2 <br /> JOISTS/STUDS(2x_): HF#2/STUD <br /> GLUE LAMINATED BEAMS (GLB) 24F-V4(24F-V8 AT CANTILEVERS) <br /> 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", <br /> LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL <br /> CONNECTIONS PER IBC TABLE 2304.10.1. <br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED <br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT <br /> REQUIRED. <br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL <br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., <br /> BLOCKING NOT REQUIRED. <br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR <br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS <br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER <br /> MANUFACTURER'S RECOMMENDATIONS. <br /> WIND DESIGN CRITERIA: <br /> NOMINAL WIND SPEED —85 MPH RISK CATEGORY II <br /> ULTIMATE WIND SPEED—110 MPH IMPORTANCE, I = 1.0 <br /> WIND EXPOSURE, B Kzr= 1.00 <br /> SEISIMIC DESIGN CRITERIA: <br /> EQUIVALENT LATERAL FORCE PROCEDURE <br /> IMPORTANCE, le= 1.0 Ss= 1.25 <br /> SITE CLASS, D Si =0.40 <br /> SEISMIC DESIGN CAT., D Sos=0.83 <br /> SEIS. FORCE RES.SYS,A.15. Sol =0.43 <br /> DESIGN BASE SHEAR= 6638 lbs Cs=0.13 <br /> RISK CATEGORY II R=6.5 <br />