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SAWCUT EXISTING <br />SLAB AS REQ'D <br />REINF. PER PLAN <br />POST PER PLAN <br />EMBEDDED SIMPSON <br />"PB" POST BASE, OR <br />PER PLAN (INSTALL <br />PER MFR) <br />1'-0" MIN. <br />THICKENED SLAB/PAD FOOTING <br />SHEARWALL EDGE - <br />NAILING TO BOTTOM <br />PRESSURE TREATEBLN EL <br />PLATE PER SHEARWALL <br />SCHEDULE. USE 2x61�W/ <br />hN IPEE"SI�e�R����WA11tLCIEE� <br />SHEARW�,�C WE• <br />NAILING TO SILL PLATE <br />6" <br />DIAPHRAGM EDGE NAILING <br />- 8d 0 6" o/c <br />2x BLOCKING - <br />FLAT OR <br />DIAPHRAGM EDGE <br />NAILING - 8d 0 <br />6" o/c <br />" <br />`-RAFTERS PER PLANA35 <br />OR RBC 0 <br />r�rPLATE. <br />24" o/c FROM RAFTERS PER <br />A35 0 24" o/c <br />BLOCKING TO PLAN <br />FROM RAFTER TO <br />SHEARWALL TOP <br />TOP PLATE <br />ALTERNATE Ill <br />SHEARWALL PER <br />CLIP EACH RAFTER SHEARWALL <br />PLAN <br />TO TOP PLATE PER <br />PLAN <br />„1RAFTERS PERPENDICULAR o RAFTERS PARALLEL <br />2 <br />SHEARWALL EDGE- <br />16d 0 EA JOIST. NAILING TO BOTTOM <br />WHERE 3x BOTTOKORESSURE TREATED SILL ILMEE <br />PLATE IS REQ'D, USE PER SHEARWALL SCHEDULE. <br />SDSY4x4Y2 SCREW. USE 2x6 W/ A.B. 0 48" O/C <br />LTP4 PER SHEARM <br />NAILING TO SILL <br />6" <br />STING JOISTS <br />STING FOUNDATION <br />16d 0 EA BLOCK AND 0 12" <br />O/C INTO RIM. WHERE 3x <br />BOTTOM PLATE IS REQ'D, USE <br />§p§CA&t )JD SfeEWS <br />O/C W/ (3) 1Od <br />STING JOISTS <br />*BREAK SHEARWALL SHEATHING 0 BOTTOM OF SILL PLATE <br />JOISTS PERPENDICULAR JOISTS PARALLEL <br />4 EXT. WALL FOUNDATION CONNECTION <br />APPLICABLE FOR ALL SHEARWALLS <br />SCALE: 31 -1'-0" <br />WALL PER PLA <br />2) LAYERS OF 90# <br />FELT OR EQUIVALENT <br />SILL PLATE AND ANCHOR 130L <br />PER SHEARWALL SCHEDULE. (USE <br />SLAB PER PLAN <br />2z6 P.T. SILL PLATE W/ %. 0 <br />J-BOLTS 0 4 BALY(F'ILMIN/ <br />POROUS MATERIAL <br />(TYP) <br />6„ + I <br />a <br />FROSTDEPTHWHEN STAMPED LATERAL <br />1$" MIN ONLY, REINFORCING BY <br />( ) OTHERS. <br />IER PLAN 4' <br />4" 0 PERFORATED PLASTIC PIPE. 'I-LK VLANI REINFORCING PER <br />CENTER IN ONE CUBIC FOOT OF PLAN/SCHEDULE <br />FREE DRAINING GRAVEL AND DRAIN <br />TO APPROVED OUTFALL. <br />nFNDN /SHEARWALLC NIN (LATERAL ONLY) <br />J f� L1'-0 <br />FOUNDATION <br />NAIL SHEATHING TO BLOCK -" <br />LOCK NAIL ROOF SHTG <br />W/ 8d 0 4" o/c TO TOP CHORD w/ <br />8d 0 6" o/c <br />TO (4) 16d NAIL <br />FROM BRACE TO �F-45-BLOCK <br />2x4 BLOCK 0 EACH_ <br />DIAGONAL BRACE <br />2x4 DIAGONAL BRACE <br />0 48" O/C - BBL <br />BRACE WHEN LENGTH <br />EXCEEDS 6'-0" <br />SHEATHING TO MATCH <br />SHEARWALL. NAIL TO GABLE PER <br />SCHEDULE.(WHERE 10d NAILS ARE <br />REQ'D, USE 10d x 2" LONG.) <br />_--2x FLAT 0 GABLE <br />BREAK SHEATHING ON <br />TOP PLATE ONLY <br />nGABLE/SHEARWALL CONN <br />SCALE:-Y4'=1'-O" <br />IF SHEATHING IS NOT BROKEN <br />ON TOP PLATE, USE A35 0 12" O/C <br />SHEARWALL PER <br />PLAN <br />2x BLOCKING BETWEEN EACH TRUSS. <br />NNAILL SCMMHE��ATNNHIlING TO BLOCK W/ 8d 0 <br />IEXTEND S�EARWALL PANELS <br />BETWEEN TRUSSES AND NAIL PER <br />VERTICAL 2x MEMBER EAR <br />'TRUSS PER PLAN <br />SIDE OF EACH TRUSS FOR <br />SHEAR PANEL <br />WHEN SHEARWALL EXCEEDS A <br />#2, CONNECT TOP PLATE TO <br />SHEARWALL PER�,�_jBLOCK <br />W/ LTP4's PER <br />PLAN <br />SHEARWALL SCHEDULE. <br />OTHERWISE USE (2) 10d 0 6" <br />O/C. <br />INTERIOR <br />SHEARWALL PERP. <br />3 <br />TO ROOF <br />TRUSS <br />SCALE: Y4"=1'-0" <br />(2)DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE AND <br />(STAGGER) <br />PLAN (HDQ8-SDS3 SHOWN) <br />O SHEARWALL EDGE NAILING AT ALL PANEL <br />® COORDINATE ALL STUD AND <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />PLATE SIZES w/ SHEARWALL <br />WHERE APPLICABLE. <br />©EDGE NAILING TO HOLDOWN POST (FULL <br />SCHEDULE REQUIREMENTS <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />OEDGE NAILING TO POSTS, TRIM <br />O STUDS 0 16" ON CENTER <br />STUDS, AND KING STUDS <br />(E)PRESSURE TREATED SILL PLATE WITH <br />®BEARING STUD FOR HEADER <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />©RIMJOIST TO BE 1X" MIN <br />STOP PLATE SPLICE NAILING TO BE (8) 16d <br />THICKNESS AT ALL CITY OF EVERETT <br />CI <br />SINKERS (MIN). LAP 48" MINIMUM. CENTER <br />SHEARWALLS FE4�ITY FOR PERP <br />SPLICE ON STUD. <br />nSTD. SHEARWALL ELEVATION W RIM <br />SCALES'-0" <br />-N <br />C6 <br />V <br />U� <br />Q <br />m <br />i U <br />N � <br />C) z <br />m1u0 3 <br />EL <br />U <br />L <br />z <br />n <br />z I I i <br />W <br />OWm <br />� <br />�0 QLLJ <br />p� <br />Q ry <br />W <br />UcoW <br />sty op WAt G'T <br />343-3 <br />�SkiN .t <br />OCT 15 2021 <br />Drawn By: CHRIS <br />Checked By: CHR15 <br />Date: 10-15-2 1 <br />5DA JOB NO. <br />9400 <br />STRUCTURAL <br />NOTES <br />S-2.0 <br />