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MST37 MST37 <br />P6 P6 P6 <br />P6 P6 MST60 P6 <br />P6 P6 2P4 P6 P6 <br />­51. <br />P 6 <br />T37 MST37 <br />MS P6 P6 <br />P6 <br />P6 P6 <br />P6 <br />P06 <br />MST37 MST37 <br />I,t F <br />F <br />IJW <br />Ell, <br />F Lq <br />.7� <br />P6 <br />E LJ _c <br />P6 <br />P6 P6 <br />C16 <br />O'nI Q <br />Ll <br />P2 P2 P6 P2 P2 <br />MST37 MST37 MST37 . . . . . . . . . . . <br />P6 P6 <br />P6 P6 P6 <br />BUILDING TYPE E UPPER LEVEL SHEAR PLAN <br />1/8"=1'-0" BUILDINGS 5,8,9,16,19 & 23 <br />SHEAR WALL NOTES <br />7HEAR WALL TYPE <br />EE S1,2 FOR NAILING SHEAR WALL WITH FORCE <br />PX TRANSFER AROUND WINDOW <br />SEE 8/S1.3 <br />HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE <br />THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED <br />TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG <br />AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. <br />SOME SHEAR WALLS REQUIRE 3x PLATES AT THE <br />FOUNDATION OR AT ABUTTING PANELS, SEE <br />SHEARWALL TABLE SHEET S1.2. <br />SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS <br />L-1 <br />APR 19 2017 <br />J <br />CITY OF EVERET'r <br />Permit Services <br />P2 ) MST37 <br />P6 P6 MST37-1 MST37 -7- MST37 T3 7 2P3 <br />MST37 <br />Z!_P6 <br />P6 CMST1 2 <br />�MST37 <br />MST37___Hl__.1'1,­1 it <br />MST37 P6 <br />P4 P6 <br />N <br />i. <br />MP3 <br />MST37 P P4 <br />MST37 <br />6 ST60 <br />MST60 <br />MST37 <br />MST37 MST37 <br />H <br />El <br />it <br />G CP6 <br />- I �t - _._� L-_ <br />E <br />L <br />f_-7 <br />MST37 <br />MST37 <br />q <br />MST37 <br />- <br />0 0 <br />93J, 1 <br />J <br />MST37 c( <br />MST37 <br />MST37 <br />. rl D MST60 <br />MST60 -MST60 CONN 2P4 <br />MST48 P6 TO POST <br />9HDU5 <br />ST48 FROM FDN <br />MST48 <br />BUILDING TYPE E <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />3,j, <br />MST37 ( P2 <br />P6 MST37 MST37 MST37 <br />P6 <br />MST37 <br />P6 <br />P4 <br />M S T3 7 <br />'--MST37 <br />MST37 <br />MST37 <br />P4 <br />P3 MST37 <br />MST60 <br />P,3 <br />MST60 <br />MST37 <br />MST37 <br />Al <br />7- <br />F <br />T <br />�==_-,j F <br />MST37, <br />-A <br />MST37 <br />MST37 <br />P6 <br />i <br />ILA! <br />MST37 <br />MST37 <br />-MST37 <br />J_ <br />MST60 CONN- MST60 <br />TO POST P <br />P6 MST48 <br />FROM FDN MST481 <br />MST48 <br />MAIN LEVEL SHEAR PLAN <br />1/811=1 BUILDINGS 5,8,9,16,19 & 23 <br />P6 P6 A2 P6 P6 <br />P4 P4 P4 2P3 P4 P4 P4 P4 P4 <br />P6 P6 <br />HD 11 4 <br />HD <br />P6 <br />CP3 P3 <br />E J <br />�HDU4 HDU4j <br />A <br />I, <br />Al <br />}► F E F G <br />I^ <br />P6 P6 <br />P06 <br />2P3 V:)2P3 <br />Yj 2P3 2P3 2P3 <br />SWSB 18x7 <br />[NOTE. SEE FOUNDATION PLAN FOR HOLDOWNS] <br />BUILDING TYPE E LOWER LEVEL SHEAR PLAN <br />1/8"=1 1-0" <br />BUILDINGS 5,8,9,16,19 & 23 <br />Sheet Order: A B U F R E S D I <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF W ASHINGTON <br />o <br />uj <br />C-) <br />UJ <br />C-4 <br />06 <br />am <br />>M <br />a) <br />v-: cl) <br />w Z <br />(D <br />7 <br />co a. <br />z <br />CO <br />— <br />O <br />� LLJ <br />Z co <br />C <br />9 <br />00 <br />E <br />CL <br />10 <br />M <br />CD <br />> <br />CL <br />E <br />W <br />o*0 <br />0 <br />co <br />CL <br />E <br />0 <br />0 <br />w> <br />0 <br />11�- <br />4) <br />ui <br />z <br />a <br />0 <br />Mo <br />CD <br />a. <br />3: <br />0 <br />Lj <br />L'i <br />Joh No.: <br />13-47 <br />Sheet No.: <br />F15 <br />