Laserfiche WebLink
i <br />p <br />0 <br />N07ES: <br />VERiFY EXISTiNG CONDiTIONS ?V,; <br />FIELD MFASURE FOR REQUIP,ED D1�1E(��Iv;dS, <br />NOTIFY E�IGINEER AT EA3-2145 IF COND— <br />ITIONS ARE NOT AS SHOWN, <br />' _ " �4A'l:. <br />4 - <br />�--s4n <br />i /t' <br />fIMBER C�CKING. <br />' �' ' EXISTING TRiPLE 2X12 BEAMS. <br />iN EAST BAY OF SHOP AREA� <br />IVSTALL 3 NEW TRIPLE 2X12 BEAMS <br />ADJACENT TO EXiSTING BEAMS� EITHER <br />SIDE. NEW BFAMS TO BE DENSE N0.2 <br />JR N0, 1 GRADE KiLN DRIED DOUG�AS FIR <br />�R SELECT STRUCTURAL GRADE KILN DRIED <br />1EM—FIR, 'SHORE Tq REMOVE SAG FROM <br />_XISTING BEAMS BEFORE INSTALLING NEW <br />3EAM5. INSTALL SIMPSON C0. <br />HHU5.25/12 JOiST HANGERS AT WEST END. <br />TOENAIL BEAMS TO DECKING WITH 16D <br />COMMON NAiLS AT 16" OC STAGGERED. <br />NEW BEAMS IN EAST BAY OF SHOP AREA <br />NO SCALE <br />i" TIMFiER DECKING. <br />ROOF BEAMS, 7RIPLE 2X12. <br />SOLID BLOCKING. <br />INSTALL SIMPSON CC. A35N FRAMING <br />ANCfi0R5 AT 24" ON CENTER AT BOTH <br />TOP AND BOTTOM OF BLOCKING. NAIL <br />FULLY. INSTALL FULL LENGTN OF WALL. <br />1/2" ANCHOR BOLTS AT 6'-0" ON CENTER <br />�1AXIMUM� EX[STING. <br />�ASONRY WALL. <br />� <br />ROOF DETAIL AT EAST WALL OF SHOP AREA �� ' <br />NO 5 CALE p, y �� �.. , �, ;:.,..� .- <br />MARTENS/KRAT2 & ASSOCIATES BYKRATZ PACKWOOD PONTIAC BUILDING 7203H <br />� CONSULTING ENGINEERS cHccccO � . <br />SEA77lE WASNINGTON STRUCTURAL MOD[FICATIONS <br />wrc 4 <br />SHOP AREA EAST WAti <br />�� �� , <br />J�i/ �;�,-a.�.�.��-?�--_��c_ <br />3 <br />n <br />a <br />