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A HOLDOWN POST. SEE FOR DOUBLE SIDED SHEARWALLS, THE <br /> F HOLDOWN SCHEDULE OR LENGTH OF SHEATHING ON EACH FACE MUST <br /> REQUIREMENTS afll <br /> PLAN FOR MINIMUM SHEARWALL EXTEND CONTINUOUS BETWEEN <br /> HOLDOWN POSTS AS SHOWN. <br /> �I <br /> D K #\ OPENING PER PLA # <br /> J LOCATION OF � r� <br /> HOEDOWN TO BE STHD14RJ O 0 <br /> B INSTALLED — <br /> U in <br /> TYPE OF HOLDOWN TO BE INSTALLED O <br /> C <br /> SHEARWALL DESIGNATION - SEE >� <br /> SHEARWALL SCHEDULE FOR FRAMING, Q a v)X E <br /> NAILING AND ANCHORAGE [if I Q <br /> Ld <br /> REQUIREMENTS L` cUd <br /> G LATERAL MARKING LEGEND _� L CN <br /> Q Li <br /> H (n Yarn <br /> WALL PER PLA Q) o N <br /> SILL PLATE AND ANCHOR 0 3 <br /> .. z . . y :,9:•i: ;,,` (2) LAYERS OF 90# FELT cv i 3 <br /> L '• BOLTS PER SHEARWALL <br /> '' OR EQUIVALENT — Co <br /> 0 <br /> , . <br /> SCHEDULE. (USE 2x6 P.T. p <br /> v.• AS.'.t•44•.. ,.•L _ .4 .:�.. ,..•�•. SILL PLATE W/ %" LAB PER PLAN w� <br /> J-BOLTS ® 48" O/C MIN.) D <br /> DOUBLE TOP PLATE W EDGE NAILING BACKFILL W/ POROUS MATERIAL U z <br /> / QG HOLDOWN PER SCHEDULE TYP <br /> (STAGGER) AND PLAN (HDQ8-SDS3A. rj <br /> _ " <br /> ©SHEARWALL EDGE NAILING AT ALL PANEL 6.. — • <br /> EflGES.-BLOCKING AT ALL PANEL EDGES <br /> WHERE APPLICABLE. COORDINATE ALL STUD AND I I <br /> C PLATE SIZES w/ SHEARWALL <br /> . ZI <br /> EDGE NAILING TO HOEDOWN POST (FULL SCHEDULE REQUIREMENTS FROST DEPTH WHEN STAMPED LATERAL <br /> O <br /> HEIGHT) STAGGER INTO DOUBLE STUDS EDGE NAILING TO POSTS, (18" MIN) ONLY, REINFORCING BY <br /> O STUDS @ 16' ON CENTER TRIM STUDS, AND KING T .e OTHERS. L� o <br /> (E)PRESSURE TREATED SILL PLATE WITH STUDS ER PLAN N <br /> EDGE NAILING AND ANCHOR BOLTS PER OK BEARING STUD_ FOR > <br /> SHEARWALL SCHEDULE. HEADER 4" 0 PERFORATED PLASTIC PIPE. I FOOTING REINFORCING <br /> OF .TOP PLATE SPLICE NAILING T (8) 16d CENTER IN ONE CUBIC FOOT OF PER PLAN PER PLAN SCHEDULE <br /> CENTER SPLICE ON STUD. <br /> SINKERS (MIN). LAP 48" MINIMUM. FREE DRAINING GRAVEL AND / J Z Q 1 STD. SHEARWALL. ELEVATION W/O RIM DRAIN TO APPROVED OUTFALL. Q <br /> SCALE: 2"=1'-0" ��FNDN /SHEARWALL CONN � � � <br /> (LATERAL ONLY) Q f- <br /> Lnw <br /> o <br /> r- w <br /> N <br /> BREAK 511EATHING ON PLATE A5 SHOWN, BREAK SHEATHING ON PLATE A5 SHOWN. LL_I <br /> SEE NOTE FOR ALTERNATE. 5EE NOTE FOR ALTERNATE. <br /> SHEARWALL PER PLAN NOTE:THE LTP4 AND THE 3x <br /> SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO BOTTOM PLATE MAY BE (WHERE SPECIFIED) RIM J015T(I Od @ G"o/c MIN) <br /> RIM JOI5T(I Od @ 6"o/cMIN) ELIMINATED FOR THE SHEAR 161 NAIL EACH BLOCK(U5E 50514"x4Yz' <br /> SHEARWALL EDGE NAILING CONNECTION FOR SHEARWALL EDGE NAILING SCREW FOR 3x BOTTOM PLATES) <br /> (WHERE APPLICABLE) r 16d NAIL EACH J015T(U5E SHEARWALL#5 1-5 IF THE (WHERE APPLICABLE) 2 5AY5 OF JOIST BLOCKING @ 48°o% <br /> LTP4 FROM BOTTOM PLATE <br /> 5D-'4x42 LTP4 FROM BOTTOM PLATE <br /> "5CREWFOR 3x SHEATHING FROM THE w/(3)IOdNAIL5INTO EACH BLOCK TRUSS PER PLAN <br /> BOTTOM PLATES) SHEARWALL 15 BROKEN ONLY <br /> TO RIM JOIST PER SCHEDULE TO RIM J015T PER SCHEDULE <br /> (AT 5HEARWALLONO) �z AT THE CENTER OF THE (AT 511EAPWALLONLY) 8d 0 6" O/C INTO BLOCKIN <br /> RIMJ015T AND NAILED TO THE <br /> LPT4 FROM RIM J015T TO RIMJO15T W/(2)ROW5 OF LPT4 FROM RIM JOIST TO H1 CLIP EACH TRUSS <br /> TOP PLATE PER 5CHEDULE PANEL EDGE NAIUNG. TOP PLATE PER SCHEDULE <br /> (AT SHEARWALL ONLY) (AT SHEARWALL ONLY) (24" O/C MAX) <br /> 5HEARWALL EDGE NAILINGFTC), <br /> J015T PER PLAN(I-JOIST SHOWN, SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN(I-JOIST <br /> (WHERE APPLICABLE) 50LJD SAWN SIMILAR) (WHERE APPLICABLE) SHOWN,5OUD SAWN SIMILAR <br /> SHEARWALL PER PLANIY4"RIM J015T(MINIMUM) SHEARWALL PER PLAN IY4'RIM J015T(MINIMUM) VENTILATION MAY BE Drawn B CHRIS <br /> (WHERE SPECIFIED) (W HERE SPECIFIED) y <br /> 16d NAIIS EACH JOIST TOP PLATE WALL PER PLAN - REQ'D AT BLOCKING. Checked By.CHRIS <br /> A34 FROM BLOCKING TO TOP PLATEDate:04-26-13 <br /> }! NAIL .SHEATHING VERIFY METHOD W/ <br /> INTO EA MEMBER OF ENGINEER PRIOR TO <br /> A JOIST PERPENDICULAR B JOIST PARALLEL TOP PLATE CONSTR JG SON. BIRD SDA <br /> JOB O O . <br /> ACCEPTABLE. <br /> •, FLOOR JOIST/SNEAR�'VALL CONNECTION 4 ROOF/SHEARWALL CONN. <br /> STRUCTURAL A <br /> s- 3. O 1311, <br />