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E56 Design, PLLG <br /> Structural Engineers <br /> C� ESGDESIGN urww.esg-design.com <br /> P�G���EARD <br /> 950 1 ST STREET SOUTH <br /> KIRKLAND,WA 98033 <br /> TEL:425.827.7850 <br /> FAX:425-827.701 A <br /> INFO.PABEANDBEARD.COM <br /> FOOTING SCHEDULE 2X4 WALL AT 5TAIR MID-5PAN OR <br /> 1 -1 1 1 I" /4' '-5 5/8" 1'-8 1/2" 40 BEAM W/04 POSTS 18'-10 1/4" <br /> TYPE W x l DEP1H REINFORCING <br /> - <br /> ---------—-—- —-—-—- <br /> - -r <br /> , <br /> © r I i I I I I I I I I I <br /> 24'x 24"I X%' #4 BAR58'O.L.,(3)MIN.EA WAY __________Y-RD i <br /> ® 36'x 36" XX' 05 BARS 7'O.G,(3)MIN.EA WAY ` "'-'-' <br /> ® 38'x 54" X%" #5 BARS 7'O.G,(4)MIN.EA WAY s.BE PSL POST 5.8E P55P05T ® 5 I l4"X 5 1/4" I <br /> 1.8E PSL POST <br /> #5 BARS 7'O.G,(4)MIN.EA WAY ABU46Z BASE ABU66Z BASE 'I ABELL066 OAP 'I <br /> ASE <br /> LL046 CAP 00066 LAP ■ <br /> GRADE BEAMS pN� JI <br /> ® 16"CONL 16" LONG.:(4)COW#5;TRANS:13 U-511RRUP5 012'O.0 <br /> TYP WFOS W <br /> SHEET LEGEND LL ;; g a " N i (EE4"X 1 1 7/512.0E LVL STRINGERS;12"OC,TOTAL OF(4) Z MO <br /> N N SEE DETAIL 7/51 FOR STAIR FRAMING <br /> 00 <br /> ® STRUCTURAL SHEARWALL 5 1/4"%5 1/4" M= ;I r, N I °� a) <br /> (REFER TO SHEAR WALL SCHEDULE.SHEET 5-1) 1.8E PSL P05T N <br /> A5U66Z BASE I N 10 .I• 1O I Q <br /> CM66 CAP O <br /> HT SHEAR WALL HOLD-DOWN BRACKET I r00 <br /> (REFER TO HOLD-DOWN SCHEDULE,SHEET 5.1) O <br /> 5 114"%7" IN.3 112"X 14'L5L RIM BOARD - - <br /> I` 1.8E PSL POST 5 1/4'X 5 1l4' �1 w <br /> ABU66Z BASE _ 1.BE PSL P05T W w <br /> NOTE SAW CUT EXISTING SLAB AND PLACE ALL NEW CONCRETE FLUSH WITH EXISTING CL06.7.13 CAP I ABU66Z BASE <br /> SLAB. �� 'I 5 F ECCO66 LAP N <br /> O1.8E PSL POST MIN.3 1l2"X 14"45L RIM BOARD <br /> .W'.'OS'_ <br /> ABU46Z BASE 3 1/2"X 5 1/4" r _- <br /> ECLO46 CAP 1.8E PSL POST <br /> ABU46Z BASE <br /> ECCO46 LAP <br /> MEZZANINE FLOOR FRAMING PLAN 0 <br /> SCALE; 1/4" = V-0" G <br /> SCHEMATIC <br /> SET <br /> JOB NO: 19.63 <br /> ISSUE DATE <br /> VERIFY LOCATION OF EXISTING FTGS.DO NOT DISTURB,TYP--,,, ­E115TING H55 COLUMN AT FULL HEIGHT OEM15ING WALL,TYP working Orris 1/27/20 <br /> - -- - ..-- _ _ -- _ - — --—__�- <br /> r-I <br /> - <br /> �I H3 <br /> IIII® <br /> L, i l�® ®L - - — — ®L II I rJ <br /> 2 TYP.AT SHEAR WALL H2 H2 I I I I �J <br /> I 51 <br /> I � 11 ®Ij11 <br /> II III Iljl© `'�I <br /> I T _ <br /> l j i `EXISTING SLAB ON GRADE = <br /> H3 <br /> r'I i L I I rn:ooa"ExrxcoxssErv. <br /> _ 51 TYP.AT HOLD-DOWN5 j <br /> L J® H2 rH2� I oI"s""`""� <br /> y r L_ <br /> I <br /> I <br /> I I 7.4E-1 <br /> ----------- <br /> --rr---- <br /> --f------7 r---- -T- I <br /> II I II r - - J <br /> —II II II <br /> L _I ® <br /> ®L__I L_J u u 511 TYP.ATI(105T <br /> I I II II <br /> II II <br /> rho rTl -1 II <br /> ©L J <br /> { MEZZANINE FOUNDATION <br /> AND FRAMING PLANS <br /> II <br /> II ___ <br /> II <br /> JFEVERETT <br /> -0R PERMIT A-2.3 <br /> MEZZANINE FOUNDATION PLAN <br /> SCALE; 1/4" = V-0" <br /> 1 <br />