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., -I <br /> MAIIPZIO <br /> -IN MrMI MN_ <br /> SIMPSON HOLDOWN TABLE <br /> IMIIIMINISMINNINOMI <br /> -- <br /> HOLDOWN NUMBER HOLDOWN TYPE NUMBER OF STUDS HOLDOWN TO: DETAIL r '. <br /> A MST37 (2) 2x TO WALL BELOW 7/S3.1 MC SQUARED <br /> B MST48 (2) 2x TO WALL BELOW 7/S3.1CI CI 0 4 <br /> INCORPORATE D <br /> _) 0 <br /> C MST60 (2) 2x TO WALL BELOW 7/S3.1 <br /> STRUCTURAL& CIVIL <br /> D MST60 (2) 2x HEADER BELOW 8/S3.1 ENGINEERS <br /> E HDU2 (2) 2x BEAM BELOW 9/S3.1 <br /> 1235 EAST 4TH AVE. <br /> T- TYPICAL SHEARWALL CALLOUT 1 SUITE 101 <br /> SEE NOTES FOR NAILING SCHEDULE OLYMPIA, WA 98506 <br /> - HOLDOWN CALLOUT SEE TABLE Vi - , , <br /> vMY <br /> T (360) 754-9339- A <br /> .. AL � � � � A F (360) 352-2044 <br /> 111111111111 <br /> SHEARWALL SCHEDULE: 1 1 111. I J�1 LJ <br /> 4 I I7 I TT I 7T1 IT 4 www.mc2-inc.com <br /> A SHEATHING NAILED WITH 8d's AT 6" ON CENTER ALL EDGES. (CAPACITY=260 PLF) 1 1 1 1 1 1 1 1 1 1 <br /> T SHEATHING NAILED WITH 8d's AT 4" ON CENTER ALL EDGES WITH 3x OR 4x STUDS B - - - B <br /> AT ADJOINING PANEL EDGES. (CAPACITY=380 PLF) ] 4Ala <br /> o <br /> SHEATHING NAILED WITH 8d's AT 3" ON CENTER ALL EDGES WITH 3x OR 4x STUDS <br /> 1 1 L� © �' o <br /> 0 <br /> AT ADJOINING PANEL EDGES. (CAPACITY=490 PLF) �n�7 Q7 <br /> 4. SHEATHING NAILED WITH 8d's AT 2" ON CENTER ALL EDGES WITH 3x OR 4x STUDS D <br /> AT ADJOINING PANEL EDGES. (CAPACITY=640 PLF) D' Z <br /> A SHEATHING NAILED WITH 1 Od's AT 2" ON CENTER ALL EDGES WITH 3x OR 4x STUDS <br /> 1 1 1 <br /> AT ADJOINING PANEL EDGES. (CAPACITY=770 PLF) <br /> /b <br /> 0 <br /> \SHEATHING NAILED WITH (2) ROWS 1 Od's AT 4" ON CENTER ALL EDGES WITH 4x STUDS 4 © U <br /> MET <br /> • ADJOINING PANEL EDGES. (CAPACITY=804 PL;F) T W <br /> A SHEATHING NAILED WITH (2) ROWS 10d's AT 2" ON CENTER ALL EDGES WITH 4x STUDS C.5 w <br /> ATADJOINING PANEL EDGES. (CAPACITY=1608 PLF) 1 1 W <br /> z <br /> o_ <br /> u� <br /> TW > <br /> 1 <br /> QC Ar' > <br /> 4 Q ctk- <br /> QIA 4 <br /> \ V <br /> 0 iIiIIIIIIII <br /> MY 1 11 1 1 111 <br /> 00. 11 1 1 1 JAI I I I el <br /> ' P I III TT I I 1 I <br /> QY �� �\ 1 III <br /> I <br /> I---- _ - - D <br /> if 3 /--\C <br /> D D D <br /> IA N <br /> - 1,4E O <br /> 4 7:3 <br /> 4 D Ct <br /> D' <br /> J 4 V1 N W <br /> 0 cci o <br /> E.5 — 1 — 1 1 — — °' E.5 c 61-i <br /> -� t <br /> 1 L 0 <br /> 0o r <br /> C..) a) > N � ti <br /> a) N o .• to a) <br /> cn L/1 � V1 W 2] I <br /> Designed By <br /> DAL <br /> Drawn By CLH <br /> L <br /> Checked By MS <br /> 1 Date <br /> E A <br /> 03-06-17 <br /> .;BM <br /> . _1 I _r-----1 r--1 \ 11( 1---1 1-----1 I 1 <br /> A1 1 1 El_ sZ <br /> V1`PF,of WAsg, 1 <br /> il It <br /> 0 0 0 <br /> CiID <br /> GI ,,, <br /> .<, „,0 .o <br /> SSIONAL E <br /> 03-09-17 <br /> Project Number <br /> 16020 <br /> Sheet Number <br /> SECOND FLOOR SHEARWALL PLAN S5.1 <br /> 1/8-.1'-0" <br /> 12 of 13 <br /> .. L _I <br />