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"A" CORNER BARS 7a 6NGI�EERiNG <br /> SHEAR WALL PER 250 4TH AVE. S., SUITE 200 <br /> 90'HOOKED BARS BE SUBSTITUTED FOR ALL PLAN AND SCHED EDMONDS, WASHINGTON 98020 <br /> 0° <br /> PHONE (425) 778-8500 <br /> • • COUNTERSINK ADDITIONAL I FAX (425) 778-5536 <br /> • END STUD AS REQ'D <br /> NOTE: <br /> HOLDOWN PER PLAN <br /> STD 90°HOOK AND SCHED <br /> Ty <br /> UNO ¢ TRENCH E%CLT.AVATION 4"0 PERFORATED PVC PIPE PER EXTEND THREADED ROD BETWEEN <br /> PARALLE EXC FTG LOCAL CODES WITH 6"OF 1" JOISTS INTO STEM WALL BELOW. <br /> LINO,VERT CORNER BARS SHALL BE MINUS GRAVEL ALL AROUND, - PROVIDE ROD COUPLER IF RECID. <br /> SAME SIZE TABULATED FOR MIN WRAPPED IN NON-WOVEN WHERE CONCRETE WALL HIT>3'-0", <br /> WALL REINF FOR THICKER WALL GEOTE.X LE FABRIC.SLOPE TO ROD MAY EXTEND 24"MIN INTO <br /> SLEEVES TO CLEAR DRAIN 1/8"PER 1'-0"MIN.TURN WALL W/NUT&WASHER SHOWN. <br /> PIPE 1"ALL SIDES DOWN PERFORATIONS AS SHOWN <br /> "A"=SPLICE LENGTH NO PIPES ALLOWED R <br /> • • MIN THIS REGION.LOWER <br /> FTGS AS REQ'D SQUASH BLOCKING TO MATCH <br /> "u - THREADED ROD AS REQ'D HOEDOWN CHORD ABOVE <br /> ° FOR HOEDOWN W/NUTAND <br /> SEE NOTES,DETAILS,OR PLANS FOR < 0 O O° WASHER AT BASE.EXTEND WHERE JOIST SPACE OR j <br /> (1)#5 VERT REQ'D REINF.ALL BARS TO BE CON O O <br /> CRIPPLE WALLS ARE PRESENT <br /> PIPE TOP z °O 0O O O ROD INTO FTG,TYP UNO I y�}�G <br /> OR SPLICED PER STRUCTURAL NOTES O Q J 04 RAsG',` <br /> e' O o t yy <br /> STD 180°HOOK SOP �`O / °o �Oi� �Ha <br /> HORIZ CORNER BARS OF SIZE q� <br /> AND SPACING TO MATCH 1 i+Qi E e 0(]-O6' °Q TOP OF FTG <br /> (2)#5 VERT REINF OF TH INNER WALL 1��'/ LOWER BOFill <br /> ivsss <br /> a AS REQ'D z III: S�O <br /> • • �E LINE OF MAX EXCAVATION. �AA" I NAL <br /> PIPE TRENCH EXCAVATION PA RA REPLACE LLEL 9 MIN IF SOIL IS OVER EXCAVATED,J I <br /> • • • • • TO FOOTING IS NOT ALLOWED T1'P WITH LEAN MIX 21 <br /> BELOW THIS LINE.STEP FTG AS CONCRETE. FIRM BEARING SOIL OR <br /> PLACE VERT REINF OUTSIDE EXCEPT REQUIRED FOR THIS CONDITION COMPACTED <br /> AS OTHERWISE NOTED OR SHOWN A STRUCTURAL FILL <br /> TYPICAL CONCRETE WALL REINFORCING DETAIL TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS TYPICAL FOOTING DRAIN , HOEDOWN DETAIL Mu <br /> SCALE: NTS G SCALE: 1/2"=A V <br /> SCALE: 1"=1'-0" �° SCALE: <br /> J <br /> CQ <br /> I I• G <br /> SHEAR WALL PER ZO m <br /> PLAN AND SCHED <br /> SHEATHING&NAILING PER PT SILL PL RIPPED TO MATCH STEM - --- <br /> PLAN&SHEAR WALL SCHED WALL WIDTH W/AN BOLT SIZE 2x RIM O <br /> &SPACING PER SHEAR WALL SCHED SHEATHING&NAILING to <br /> NOTE: HOEDOWN PER PLAN <br /> PER FLOOR FRAMING o a a <br /> SHEATHING&NAILING PER PLAN NOTES SIMPSON A35 EXTEND THREADED AND SCHED <br /> FOUNDATION PLAN NOTES SIMPSON 16 SERIES TOP @ 24"OC ROD BETWEEN JOISTS <br /> SILL PLATE NAILING PER FLANGE HANGER INTO STEM WALL N N <br /> SHEAR WALL SCHED <br /> BELOW.PROVIDE ROD W <br /> COUPLER IF REQ'D. '� M <br /> SIMPSON 1B SERIES TOP FLANGE (4)8d NAILS O O O <br /> HANGER THREADED ROD AS <br /> RED'D PER PLAN& I Y <br /> PROVIDE I5#BUILDING HOLDOWN SCHEDULE. II SQUASH BLKG TO Q <br /> • • PAPER BETWEEN JOIST INSTALLW HILTI <br /> z z •I • / II, MATCH HOEDOWN <br /> e i CONC STEM WALL • i0d TOENAIL @ 6"OC JOIST PER HIT-HY 200 EPDXY- CHORD ABOVE <br /> _ STUD WALL PER PLAN,LAPPED \ DESIGN: RMK <br /> -i JOIST PER PLAN PT 2x SILL PL W/ANCHOR f _- J DRAWN: LVW <br /> (2)#4 CONT - - STRUCTURAL NOTES H <br /> °-JOIST PER PLAN I <br /> _ CONC STEM 111 CHECK: <br /> g 0 00°°°0 #4 @ 12"OC EA WAY it O O ° ° BOLT&SPACING PER `4 WALL _ - <br /> 00 0 f 0° O'0 • 2x BLKG @ 4'-0"MAX STRUCTURAL NOTES JOB NO: 21 257.1 0 <br /> °C O 0 O e p 0 0 0 0 0 PROVIDE 15#BUILDING I I DATE: 07 <br /> I O O o p O O PAPER BETWEEN JOIST& TOP OF FTG /21/21 <br /> Op ,0•e dg O °�°p� CONC STEM WALL REINF PER �\ <br /> o O 0 ���..fff _ PLAN <br /> p O — 00 _ <br /> 0 Of 0 • o W O p°O °� • � NOTE: z <br /> o� 0 O O oO ° O FOR NOTES AND DETAILS <br /> NOT SPECIFICALLY CALLED I- d <br /> OUT REFER TO DETAIL 5. T • on w <br /> FOOTING DRAIN <br /> a <br /> PER TYR DETAIL / <br /> � SIZE AND REINF <br /> PER PLAN ALT HOOK AS m <br /> SHOWN Al SIZE PER PLAN HDU W/EPDXY INSTALLATION <br /> � y CRAWSPACE SECTIONB �;RING CRAWLSPACE SECTION 'NON-BEARING SECTION <br /> SCALE: 1"=V-D" 6 SCALE: 1"=r-D �eFOLDOWN DETAIL(EXIST FOOTING) <br /> SCALE: 1"=1'-0" V <br /> J NEW OR EXIST SHEATHING&NAILING PER PLAN W <br /> &SHEAR WALL SCHEDULE(EXIST SHEATHING TO <br /> COL PER PLAN REMAIN AT NON-SHEAR WALLS) Q <br /> SILL PL WAILING COL PER PLAN m <br /> SIMPSON MPBZ PER SW SCHED <br /> POST BASE SQ CONCRETE PLINTH WIDTH W <br /> EQUAL TO MPBZ BASE+4" N) W <br /> SIDE COVER EA SIDE #4 HORIZONTAL O <br /> SIMPSON U <br /> EXIST SLAB POST BASE EXIST SILL PL W/NEW OR N -� <br /> #4 HORIZONTAL SQUARE DIAMOND SHAPED STUD WALL PER W <br /> ON GRADE E%IST ANCHOR BOLT,SIZE <br /> 1z •o• TIES @ 3"OC (4)#4 HOOKED FRAMING PLAN NOTES <br /> SHAPED TIES @ 3"OC LE S� 8"x 8"CONCRETE AND SPACING PER SHEAR V W co <br /> ivI DOWEL -SHEATHING AND NAILING WALL SCHED Z < OO Z <br /> PLINTH W/#3 <br /> TIES @ 3"OC EXIS?SLAB Q C O <br /> � � PER PLAN AND SHEAR L,v <br /> — •• —� IB)#n' EXIST JOIST WALL SCHEDULE - ON GRADE _ <br /> _ z -� =T VERTICAL <br /> �2 DOWELS z W/90•H00 EXIST GRADE <br /> A 4 EXISTING �HOOKAT SHEAR WALLS LOCATED PER PLAN,VERIFY 4O TT-_ _ \ Q <br /> 1/2"0 ANCHOR BOLTS @ S'-0"OC Y <br /> REINF PER 6PAONCG SHOWN ININ SW TABLE <br /> PLAN o c HD AB'S O MATCH SIZE& = S V N <br /> d e • • a EXI17 FOUNDATION M EL, <br /> TOP BARS TO <br /> MATCH BOT 6AR5, <br /> i� REINF PER PLAN^'iu SQ CONCRETE PLINTH WIDTH SHEET'^.0 <br /> EQUAL TO MPEZ BASE+4"SIDE <br /> SIZE&REINF PER PLAN COVER EA SIDE SIZE AND REINF <br /> SECTION A-A PER PLAN <br /> SECTION SECTIOf� DECK FOOTING DETAIL SECTIOf\) <br /> SCALE: { Q <br /> • SCALE: 1"=1'-0" S SCALE: 1"=1'-O" <br /> i <br />