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REED & <br />PS <br />1 <br />Civil & 8ftuciunal Enelnwdng <br />1962B 76th Ave. W. A, Lynnwood, WA 98036 <br />Office (426) 778.2703 wer@read-saoQcom <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 V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. <br />COMPACIED 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 5-112 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 MARS 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 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 />PSL BEAMS <br />DF-L#2 <br />HF#2 l STUD <br />24F-V4 (24F-V8 AT CANTILEVERS) <br />2.0E <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 />PLATE WASHERS TO BE 3" X 3" BY'VV AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF <br />THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3,6.4.3 - <br />ROOF DIAPHRAGM INSTALL MINIMUM 1/2" COX 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 I3IAPHRAGM 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 !�, FSIGN CRITERIA: <br />RISK CATEGORY: <br />II <br />ULTIMATE/NOMINAL DESIGN WIND SPEED: <br />110 MPHf 85 MPH NOMINAL <br />WIND EXPOSURE: <br />B <br />INTERNAL PRESSURE COEF. <br />+/- ,55 <br />COMPONENTS & CLADDING: <br />16 PSF (min) <br />METHOD: <br />ASCE 7-10, MWFRS ENVELOPE PROCEDURE <br />OCCUPANCY CATEGORY: <br />If <br />Kzt: <br />1.0 <br />SEISIMIC D]gSIGNCRITERIA: <br />PROCEDURE USED.SIMPLIFIED (ASCE 7-10, 12.14.8) <br />IMPORTANCE FACTOR, 1 <br />RISK CATEGORY, II <br />R=6.5 <br />OCCUPANCY CATEGORY: Il <br />Ss = 1.25 (CURRENT USGS) <br />SITE CLASS, D <br />Sl = 0.40 (CURRENT USGS) <br />SEISMIC DESIGN CAT., D <br />Sos = 0.83 <br />SEISMIC FORCE RES. SYS, A.15. <br />SDI = 0.43 <br />DESIGN BASE SHEAR = 6,597 lbs <br />Cs = 0.13 <br />ROOF SN01N LOAD CRITERIA: <br />FLAT -ROOF SNOW LOAD= <br />25PSF <br />SNOW EXPOSURE FACTOR= <br />1.0 <br />SNOW LOAD IMPORTANCE FACTOR= <br />.80 <br />THERMAL FACTOR= <br />to <br />