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4. Shear Wall Drawing from Bob Leet 2-03-17HSS3x3x1/4 24"x24"x12" CONCRETE FOOTING 10"x10"x1/2" STEEL BASE PLATE w/ (4) 3/8"Ø WEDGE BOLTS CCOS3.62 CAP PLATE 1/4 1/4 (2) PLY x 14" LVL 5'-0" SHEATH ONE SIDE w/ 1/2" OSB OR CDX, FASTEN w/ 8d NAILS @ 6" EDGES, 12" FIELD ±13'-3" SHEATH BOTH SIDES 1/2" GYPSUM BOARD. FASTEN w/ SCREWS @ 8' o.c., ALL STUDS AND PLATES. CONNECTOR OUTLINE MAIN BUILDING OUTLINE PROVIDE HDU2-SDS2.5 ANCHORS AT CORNERS w/ 5/8"Ø THREADED RODS EMBEDDED 6" w/ SIMPSON AT ADHESIVE. PROVIDE (2) LTT19 TENSION TIES w/ 1/2"Ø x 8" LAGS INTO BEAM SCALE: 1/4" = 1'-0" DWG. NO. DWG. NAME PROJECT DESCRIPTION FOR DATEREV. DESIGN RTL DRAWN RTL SCALE 1/4"= 1'-0" DATE 01/12/17 PROJECT #16089 EMERSON WAY, FLORENCE, MA 04 2 4 8 STRUCTURAL ENGINEERING N G I EN E I G R DWG 1 OF 1 ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY ERRORS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER BEFORE COMMENCING WITH ANY WORK. ALL DOCUMENTS CREATED BY WHETSTONE ENGINEERING REMAIN THE PROPERTY OF WHETSTONE ENGINEERING AND ARE INTENDED FOR USE ONLY ON THE STATED PROJECT.