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''''',N ' ,i i <br /> SHEARWALL EDGE NAILING TO <br /> ---\ <br /> BOTTOM PLATE. EXTEND <br /> l <br /> SHEATHING CONT. TO SILL. SHEARWALL EDGE NAILING TO I Gd @ EA BLOCK AND @ I 2" 0/C <br /> , t5.1 c-, <br /> BOTTOM PLATE. EXTEND INTO RIM. WHERE 3x BOTTOM PLATE .� <br /> I6d @ EA JOIST. WHERE 3x SHEATHING CONT. TO SILL. IS REQ'D, USE SDS Y4x4 Y2 SCREWS G ti <br /> PRESSURE TREATED SILL PLATE PER —� I N <br /> SHEARWALL SCHEDULE. USE 2x6 W/ BOTTOM PLATE IS REQ'D, PRESSURE TREATED SILL PLATE BLOCKING @ 48" 0/C W/ <br /> A.B. @ 48" 0/C (MIN) USE SDSV4x41/2 SCREW. PER SHEARWALL SCHEDULE. USE (3) I Od NAILS <br /> 2x6 W/A.B. @ 48" 0/C (MIN) <br /> LTP4 PER SHEARWALL SCHEDULE LTP4 PER SHEARWALL SCHEDULE <br /> • <br /> ,n <br /> SHEARWALL EDGE SHEARWALL EDGE , �'"� , V , <br /> NAILING TO SILL PLATE 11: BREAK SHEATHING ON PLATE AS SHOWN. BREAK SHEATHING ON PLATE AS SHOWN. — <br /> NAILING TO SILL PLATE SEE NOTE FOR ALTERNATE. SEE NOTE FOR ALTERNATE. „� <br /> l <br /> Z z <br /> cC5p <br /> 1 SHEARWALL PER PLAN —� SHEARWALL PER PLAN— NOTE: THE LTP4 AND THE 3x DIAPHRAGM EDGE NAILING INTO — N <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO BOTTOM PLATE MAY BE (WHERE SPECIFIED) @ V lid <br /> JOIST PER PLAN I RIM JOIST (I Od 6" o/c MIN) <br /> ' JOIST PER PLAN Z •. � (I-JOIST SHOWN) Z RIM JOIST (I Od @ 6" o/c MIN) ELIMINATED FOR THE SHEAR 16d NAIL EACH BLOCK (USE SDS/4"x " 0 N <br /> (I J015T SHOWN) ' SHEARWALL EDGE NAILING CONNECTION FOR SHEARWALL EDGE NAILING 's SCREW FOR 3x BOTTOM PLATES) <br /> iil. � , I 11- 1 . EACH ,^ w In <br /> L — = _ I(—III PER PLAN (WHERE APPLICABLE) I6d NAIL JOIST (USE SHEARWALL#S 15 IF THE (WHERE APPLICABLE) 2 BAYS OF JOIST BLOCKING @ 48" o/c V , > N <br /> 1 ! PER PLAN I i I I—I I !—I P ° a • SDS/4"x4%' SCREW FOR 3x SHEATHING FROM THE w/ 9 <br /> Z z !-_i ! U Z z (� LTP4 FROM BOTTOM PLATE LTP4 FROM BOTTOM PLATE / (3)I Od NAILS INTO EACH BLOCK Q <br /> a_ — L — _ BOTTOvt PLATES) SHEARWALL IS BROKEN ONLY I:a m <br /> Q _ TO RIM JOIST PER SCHEDULE TO RIM JOIST PER SCHEDULE Q W Ov <br /> cQ AT THE CENTER OF THE "'� "' "' "' <br /> �4 _ a - (AT SHEARWALL ONLY) RIMJOIST AND NAILED TO THE (AT SHEARWALL ONLY) <br /> j .- �L N E_ W LPT4 FROM RIM JOIST TO RIMJOIST W/ (2) ROWS OF LPT4 FROM RIM JOIST TOIII -I 0 u- Uj <br /> _ _ TOP PLATE PER SCHEDULE TOP PLATE PER SCHEDULE W N N <br /> 0 — a —1 I _- e I ( = PANEL EDGE NAILING. <br /> ��____� ° i— 'i- l� °� J� I I I I I (AT SHEARWALL ONLY) ��� (AT SHEARWALL ONLY) ��' _ W co <br /> SHEARWALL EDGE NAILINL, �� <br /> SHEARWALL EDGE NAILING 1 FLOOR FRAMING PER PLAN (I-JOIST V , U Q CO s' <br /> PER PLAN PER PLAN . ; PER PLAN (I JOIST SHOWN, <br /> (WHERE APPLICABLE) (WHERE APPLICABLE} SHOWN, SOLID SAWN SIMILAR) `�/ � N <br /> PER PLAN 4" PERFORATED PLASTIC PIPE. SOLID SAWN SIMILAR) 0 O <br /> 4" 0 PERFORATED PLASTIC PIPE. 1 <br /> PER PLAN SHEARWALL PER PLAN I/ RIM JOIST (MINIMUM) SHEARWALL PER PLAN 1/4" RIM JOIST (MINIMUM) <br /> CENTER IN ONE CUBIC FOOT OF CENTER IN ONE CUBIC FOOT OF (WHERE SPECIFIED) (WHERE SPECIFIED) , <br /> FREE DRAINING GRAVEL AND FREE DRAINING GRAVEL AND (2)! Cd NAILS EACH JOIST TO 4 0 N m <br /> DRAIN TO APPROVED OUTFALL. TCP PLATE CO j ' <br /> DRAIN TO APPROVED OUTFACE. <br /> _4_- A34 FROM BLOCKING TO TOP PLATE <br /> • <br /> "BREAK SHEARWALL SHEATHING - w N <br /> O JOISTS PERPENDICULAR @ BOTTOM OF SILL PLATE O JOISTS PARALLEL O JOISTS PERPENDICULAR B JOISTS PARALLEL V d- <br /> O ,.113 <br /> 0 EXT. WALL/ FOUNDATION CONN . FLOOR JOIST/ ShEARWALL -p ° <br /> L 2i)— CONNECTION <br /> Cn <br /> Z <br /> r ///r%ht <br /> 0A307 THREAD ROD 5/8" 0 A307 THREAD ROD Q <br /> W/ WASHERS 3x3x0.229 <br /> — oZ <br /> z, @24" O/C STAGGERED Lu <br /> z // @ 24" 0/C STAGGERED <br /> DOUBLE STUD <br /> o /OR PER PLAN I/8 V i/8 V >- <br /> w Cri <br /> STRAP PER PLAN - <br /> N _ CENTER BETWEEN NAILER 3x NAILER <br /> FLOORS. w <br /> R c) <br /> ro: TRUSS PER PLAN ' <br /> p b <br /> 8d @ G" 0/C INTO BLOCKING — — z <br /> .....- \_______ <br /> NI -. <br /> z H I CLIP @ EACH TRUSS r -- `" <br /> ct� o (24" 0/C MAX) \----------- H55 I Ox6x8 HSS 1 Ox6x8 <br /> .o• <br /> O. <br /> Q z FLOOR FRAMING .411 <br /> 1��'� . . <br /> OZ aZ _ PER PLAN <br /> U VENTILATION MAY BE REQ'D NHSS GxCx- 5/ IC V 5/ 1 6 K. <br /> cD <br /> z NDOUBLE STUD OR WALL PER PLAN - NAIL AT BLOCKING. VERIFY L.Z W _ <br /> oPER PLAN SHEATHING INTO EA METHOD WI ENGINEER —_,N,____ �— HSS I Ox6x3 W O <br /> —z / MEMBER OF TOP PLATE PRIOR TO CONSTRUCTION. i1 Z N <br /> '�' BIRD BLOCKING IS ,. G I O \J/ ; co <br /> ACCEPTABLE. , <br /> < g <br /> 0 FLOOR TO FLOOR STRAP 0 ROOF/ ShEARWALL CONN . BEAN / COL. CONNECTION B BEAM / COL. CONNECTION o <br /> _1 _ <br /> • U - w <br /> ( , \ <br /> LLJ <br /> , h TOP OF C STS <br /> h55 I Ox6x3�t3 • <br /> . <br /> H55 SECTION COVj <br /> DETAIL A -IN <br /> DETAIL B <br /> X —IX 'LO S/ I6 V C �fW tiC)" % <br /> —IN CS) Ox LO < 5/I G V HSS SECTION y�� �o '- <br /> C9 <9 NON-SHRINK GROJT IY2" (4) PAB5- 12 BOLTS =N (~) r z• ,''() x <br /> �+ , to fc-3000 PS: ,. 1N 8 MIN EMBED IN CONCRETE 3436,-. ) , <br /> _ , ._ v.'/ NUT $ WASHER ` ` , �; <br /> _ I Oo C • <br /> DETAIL C DETAIL C BASE PLATE 2x 12x 12 -� - , .4.. ,� <br /> N $ -- LATERAL ONLY <br /> i--. _______, \ _ _ <br /> I Co0 Drawn By: DP <br /> \ 8 ` - - \ Checked By: CCC <br /> ,_______ Date: 02-09- 17 <br /> 1Y2„ IY2" <br /> I <br /> — 20' 20' <br /> NINP. PER SCHEDULE FTG PER PLAN , I ' / SDA JOB NO. <br /> BASE PLATE 2x 12x 12 7976 <br /> OSTEEL FRAME STEEL FRAME / FTG CONNECTION <br /> s STRUCTURAL <br /> DETAILS <br /> • <br /> 3 - 3 . 0 <br /> '-)c'..' A /A.,...t. n <br />