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STATE <br />PC UP <br />NI'�WCOC, CAI:: 9R0[.C, <br />T. -,PO6) 280-4.7{5 (2,'.iC:i S5/_-F261 <br />SERViCESPUPST&COM <br />General Structural Notes — Unless Noted Otherwise <br />GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC). 2018 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 43 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 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. <br />TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: <br />BEAMS AND POSTS (4x—AND GREATER) <br />JOISTS / STUDS (2x—): <br />GLUE LAMINATED BEAMS (GLB) <br />D F-L#2 <br />HF#2 / STUD <br />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 KZT = 1.00 <br />SEISIMIC DESIGN CRITERIA: <br />EQUIVALENT LATERAL FORCE PROCEDURE <br />IMPORTANCE, le = 1.0 <br />Ss = 1.25 <br />SITE CLASS, D <br />S, = 0.40 <br />SEISMIC DESIGN CAT„ D <br />Sos = 0.83 <br />SEIS. FORCE RES. SYS, A.15. <br />So, = N/A <br />DESIGN BASE SHEAR = 5863 Ibs <br />Cs = 0.12 <br />RISK CATEGORY 11 <br />R = 6.5 <br />