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?A <br />a m P4 It. -*4 K V ER"T, S 'L'oC. GENERAL NOTES� �, <br />I ?A Y, I <br />In <br />G -** MV. G., P—,--, <br />DESIGN C9,ITER IA <br />STRUCTURAL STEEL DESIGN <br />• <br />1. <br />CODE <br />'CODES ALL STEEL WORK WILL BE IN ACCORDANCE WI Tli THE FOLLOWING: <br />• svk 6 <br />A. UNIFORM BUILDING CODE 1976 EDITION <br />A BASIC SPECIFICATIONS FOR DESIGN FABRICAT I()N AND ERECTION <br />B. WASHINGTON STATE SAFETY & HEALTH COMPLIANCE MANUAL (WISHA) <br />OF STRUCTURAL STEEL FOR BUILDINGS, 1969, WITH SUPPLEMENTS <br />1, 2 AND 3. <br />2.: <br />DESIGN LOADS <br />B. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND <br />6-*4 Kv. -1 <br />A. WIND - 25 PSF ZONE <br />BPIDGES 1972. <br />10 <br />B. SEISMICL_ ZONE 3.0 <br />C. LIVE LOADS <br />C . AWS -ODE FOR WELDING IN BUILDING CONSTRUCT!ON, 1972, WITH <br />'REVISIONS 1 AND 2. <br />� MID t) epTR <br />4 A4 <br />YrERT. e C.Ol?. <br />25 PSF ROOF <br />WALKS, STAIRWAYS, PLATFORMS 100 PSF OR I K CONC-* <br />2. <br />STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A-36. <br />. ' <br />= BASIC <br />STRESS fb 24, 000 PSI. <br />fA V_ <br />GROUND FLOOR 200 PSF, <br />SHOp rONNECrIONS SHALL BE WELDED WITH BASE STRESS OF WELD NOT <br />EXCEEDING 2/3 OF ALLOWABLE BASE STRESS AS SPECIFIED IN SECTION <br />• x <br />s <br />TIMBER PI LES <br />1.5, 1969 AISC SPECIFICATION.. <br />FIELD CONNECTIONS SHALL BE 3/4"DIAMETER HL7STRENGTH A-325 <br />lo-*4KKio <br />CODE ALL. TIMBER PILES WILL BE IN ACCORDANCE WITH ASTM 25-70 <br />.4. <br />FRICTION TYPE BOLTS, UNLESS NOTED OTHERWISE. -GIRTS MAY BE <br />FIELD BOLTED WITH 3/4" DIAMETER MACHINE BOLTS. <br />2. <br />ALL PILES SHALL BE PACIFIC COAST DOUGLAS FIR CLASS B PER UBC <br />STANDARD 25-14. <br />STEEL FABRICATOR SHALL SUBMIT COPIES OF ALL SHOP DETAILS TO <br />-THE OWNER FOR APPROVAL PRIOR TO FABRICATION. <br />3. <br />ALL PILES SHALL BE DRIVEN TO 25 TON BEARING CAPACITY, USING <br />THE ENGINEERING NEERING NEWS RECORD FORMULA. <br />6. <br />BRACING CONNECTIONS SHALL DEVELOP FULL CAPACITY OF MEMBERS <br />tA UL <br />ALE_ P I I FS SHALL BE PRESSURE TREATED TO A RETENTION BY ASS AY <br />OR AS SHOWN. <br />2 <br />,IV P;7 <br />s c e <br />