4321 OLYMPIC BLVD 2016-01-01 MF Import

R[INI=L7HCING SIEFL __ _ REiNFURCING STF_El. SIIl11_L BE DFPORI9FU E711_I_FT S7LEL CONFOf7MING TO A51M A-615, GRADE b(�, Fy = 60,000 PS►. UNLE55 OiHERWISF NUTED, LENGTHS DF LAPS 5HALL AE 26" AI�ID EMD�DPIENT SI I�LL ➢E 15" . PROVIDE EI.BCiW BARS i0 LAP HORIZONIAL BARS AT ALL CORNERS AND INTFRSECTIONS. ALL Ii001;S SHl�LL 9E "STANDARU" IN ACCURDqNCE W17H ACI 318. WELDED W1RE Fl15RIC (IJWF) SHALL BF CULD-DRAW�I WIR[ CONFORMING TO ASTM A-185� Fy = 60,000 PSI. SUPPLV IN SIIEFIS, N01 ROLLS. L�P WFLUED WIRE FABRIC 12" SPLICES. TTMB[R CUNNECiORS CONNECTORS CF�LLED tiUT BV LEf'IERF /1ND NUPI8ER5 SHALL BE "STRONG TIE" BY SIMPSON COt1PF1NY, A: SPECIFI[D IN IHE1R CATALOG N0. 88H-1� OR APPROVED. f'ROVIDE NUMBER " iD SIZE OF FASTENERS AS SPECIFIED BV MANUFACTURFR. CONNECTORS /�RE i0 BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RFCUMMENDATIONS. WIiERE i:ONNECTUR SIRAPS CONNECT TWD MEMOERS, PLACE ONE- HAl_F OF THE NFIILS Uli BOLTS IN EAL'H MEMBER. ALL NAILS TO BE C'7MMON, ALL SHIMS SIiRL� BE SEFlSItNEU ANU DRIED AND THE SAME GRADE (MINIMUf' AS MEMBERS CONKECiFD. ALL JOISTS ARE TO BE CONNECIEU 70 FLUSH BEAMS WITri LU SERIES ,101ST II�NGERS. I11J_ DU�i[1LE-JOIST EERMS FlRE TO BE CONNECTED TO FLUSH BEAMS WITII U?t0-2. LUMBER ALL LUMBER I S 1(J BF_ I N AL'CORDF1fVL'1:= tJ I 1 I I 6dW1'A GRAU I NG RULES. �UMBER SHA�L BE UUUG-F1R (I:U iS) I15 FOLI_OIJS: GRADE UGHT FR/1MINC (?x4) ALI. OtHER FR/�M:NG S1'UD Fb = 800 PSI HZ Fb = 1250 PSI R00� SlIEATHING SIIALL BE 1/2" CD PI_YWUOD WITH F_XlERIOR GLUE (PANEL INDEX ?A/O) OR 1/2" ORIE��IIED STRAND BDARD PER ICBO REPORT N0. 4255 OR EOUAL. FLQOf2 SHEATHING SHnLL BE 3/4" PLVWOOD IJItH EXfERIOR GWE (PANEL INUER 48/24) OR 3/4" DRIENTED STRAND BOARD PER ICBU REPORT N0. 4255 OR EDUAL. W/11_L Sli[ATHING SHRLL �E 1/2" PLYWOOU WITFI EXTERIOR GLUE (PANE� INDEX 24/O). ALl LUMBER IN CONT/1CT ldlTll CONCREI'E OR PIASONtiY TO BE PRESSURE TREATEU.