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C � <br /> "A" <br /> CORNERBARSx—la ENGINEERING <br /> "A" MAY BE SUBSTITUTED FOR ALL SHEAR WALL PER 250 4TH AVE. S., SUITE 200 <br /> 90'HOOKED BARS PLAN AND SCHED EDMONDS, WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> COUNTERSINK ADDITIONAL FAX (425) 778-5536 <br /> • • • • END STUD AS REQ'D <br /> NOTE: HOEDOWN PER PLAN <br /> STD 90°HOOK - EXTEND THREADED ROD BETWEEN AND SCHED <br /> TYP UNO a TRENCH EXCAVATION 4"♦b PERFORATED PVC PIPE PER JOISTS INTO STEM WALL BELOW. <br /> LOCAL CODES WITH 6"OF 1" <br /> PARALLEL TO FTG PROVIDE ROD COUPLER IF REQ'D. <br /> LINO,VERT CORNER BARS SHALL BE MINUS GRAVEL ALL AROUND, WHERE CONCRETE WALL HT>3'4% <br /> SAME SIZE TABULATED FOR MIN WRAPPED IN NON-WOVEN ROD MAY EXTEND 24"MIN INTO <br /> WALL REINF FOR THICKER WALL GEOTEXTILE FABRIC.SLOPE TO WALLW NUT&WASHER SHOWN. <br /> SLEEVES TO CLEAR DRAIN 1/8"PER 1'o'.MIN.TURN / <br /> "A"=SPLICE LENGTH 1'6 PIPE 1"ALL SIDES NO PIPES ALLOWED IN DOWN PERFORATIONS AS SHOWN <br /> MIN = THIS REGION.LOWER SQUASH BLOCKING TO MATCH <br /> • • z FTGS AS REQ'D THREADED ROD AS REQ'D <br /> v u 0 FOR HOEDOWN W/NUT AND HOEDOWN CHORD A80VE <br /> SEE NOTES,DETAILS,OR PLANS FOR a O 0°o O WASHER AT BASE.EMEND WHERE JOIST SPACE OR <br /> (1)#5 VERT REQ'D REINF.ALL BARS TO BE CONT TOF °O p O o° ROD INTO FTG,TVP LINO CRIPPLE WALLS ARE PRESENT G <br /> OR SPLICED PER STRUCTURAL NOTES PIPE z O o o O Q yip VAS <br /> STD 180°HOOK SOF v D O o 01, <br /> °° I >p <br /> _ .0 °o 6�� I j� <br /> HORIZ CORNER BARS OF SIZE 2 e I OOO O o0 TOP OF FTG <br /> AND SPACING TO MATCH 1���/ OO o II <br /> (2)#5 VERT REINF OF THI NNER WALL LOWER BOF II 9yNS4'.1 <br /> a AS REQ'D - z _I I_I I—I C ZONAL T" <br /> • _ `D f LINE OF MAX EXCAVATION. ,J <br /> PIPE TRENCH EXCAVATION PARALLEL 9"MIN IF SOIL IS OVER EXCAVATED, 1 OJ/O3/2I <br /> • • • • • TVP <br /> TO FOOTING IS NOT ALLOWED REPLACE WITH LEAN MIX <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 DRAINHOEDOWN DETAIL mU <br /> SCALE: NTS L SCALE: 1/2"=V-0" V SCALE: I"=1'-0" Y SCALE: <br /> Q <br /> F � <br /> SHEAR WALL R Z m 7 <br /> PLAN AND SCHED w <br /> a � � <br /> SHEATHING&NAILING PER PTSILL PL RIPPED TO MATCH STEM <br /> PLAN&SHEAR WALL SCHED 2x RIM <br /> WALL WIDTH W/ANCHOR BOLT SIZE N <br /> &SPACING PER SHEAR WALL SCHED SHEATHING&NAILING NOTE: HOEDOWN PER PLAN O a a <br /> PER FLOOR FRAMING EXTEND THREADED AND SCHED <br /> SHEATHING&NAILING PER PLAN NOTES SIMPSON A35 ROD BETWEEN JOISTS <br /> SILL PLATE NAILING PER FOUNDATION PLAN NOTES SIMPSON JB SERIES TOP @ 24"OC INTO STEM WALL N N <br /> SHEAR WALL SCHED <br /> FLANGE HANGER BELOW.PROVIDE ROD W <br /> I COUPLER IF REQ'D. Q ry O <br /> SIMPSON IB SERIES TOP FLANGE (4)Bd NAILS p i <br /> HANGER I THREADED ROD AS <br /> REQ'D PER PLAN& I Y <br /> PROVIDE 15#BUILDING <br /> HOLDOWN SCHEDULE. I SQUASH BLKG TO Q <br /> INSTALL W/HILTI <br /> z • • PAPER BETWEEN JOIST& z •I • II MATCH HOEDOWN <br /> io I CONC STEM WALL ID I lOd TOENAIL @ 6"OC HI MATCH 200 EPDXY CHORD ABOVE <br /> I JOIST PER II DESIGN: RMK <br /> STUD WALL PER PLAN,LAPPED I I <br /> (2)#4 CONT _ STRUCTURAL NOTES <br /> DRAWN: LVW <br /> JOIST PER PLAN f CON C STEM II CHECK: <br /> JOIST PER PLAN IT 2x SILL PIL W/ANCHOR - WALL <br /> z O ° ° O o BOLT&SPACING PER - <br /> O O°O O #4 @ 12"OC EA WAY ? O O o °0 2x BLKG @ 4'-0"MAX j <br /> JOB NO: 21267.10 <br /> g g O • STRUCTURAL NOTES II <br /> Q Q OO o p O Q p 0 o p PROVIDE 15#BUILDING DATE: 07 21 21 <br /> O O op/��1\1p O Q iO p O PAPER BETWEEN JOIST& TOP OF FTG-� <br /> •O q.�-po O,e z '• O o o0Q REINF PER <br /> Qo0 °° 00 —� ig O O 6' PLAN - .. <br /> ° e TT NOT SPECIFICALLY <br /> O O O °� • ow o0°� o • __� <br /> CONC STEM WALL <br /> O�0O o O 0.00 O o O FOR NOTES AND DETAILS g <br /> OUT REFER TO DETAIL 5. `TT • w <br /> a <br /> FOOTING DRAIN / - � / <br /> PERTYP DETAIL <br /> SIZE AND REINF <br /> PER PLAN ALT HOOK AS <br /> SHOWN Al SIZE PER PLAN HDU W/EPDXY INSTALLATION <br /> CRAWSPACE SECTION BEARING a CRAWLSPACE SECTION NON-BEARING 'J SECTION a HOLDOWN DETAIL(EXIST FOOTING) <br /> 6 SCALE: 1"=V-0" v SCALE: 1"=V-0" <br /> NEW OR EXIST SHEATHING&NAILING PER PLAN W J <br /> &SHEAR WALL SCHEDULE(EXIST SHEATHING TO In _ <br /> COL PER PLAN REMAIN AT NON-SHEAR WALLS) O <br /> SILL PL NAILING COL PER PLAN <br /> SIMPSON MPBZ PER SW SCHED u M <br /> POST BASE SO,CONCRETE PLINTH WIDTH w <br /> EQUAL V MPBZ BASE+4" SIMPSON ABU E%I5T SILL PL W/NEW OR <br /> SIDE COVER EA SIDE DI HORIZONTAL EXIST SLAB POST BASE STUD WALL PER EXIST ANCHOR BOLT,SIZE W N <br /> DIAMOND SHAPED ON GRADE (4)#4 HOOKED FRAMING PLAN NOTES , AND SPACING PER SHEAR V 00 <br /> #4 HORIZONTAL SQUARE TIES @ 3"OC DOWELS 8"x 8"CONCRETE SHEATHING AND NAILING WALL SCHED Z W Z <br /> = z SHAPED TIES @ 3"OC <br /> ^' IF f <br /> ;.� � ._ PLINTH W/#3 <br /> TIES @ 3"OC PER PLAN AND SHEAR EXIST SLAB W Q O <br /> WALL SCHEDULE r ON GRADE _0 Q <br /> (8)#4 <br /> -� J�J T VERTICAL _ EXIST IOIST _ —�_ W <br /> o —_ DOWELS z I_ IIi_I EXIST GRADE <br /> W/90°HOOK AT SHEAR WALLS LOCATED PER PLAN,VERIFY L. —_ =1' m r, � 0 <br /> A A EXISTING — _— N <br /> OR PROVIDE TITEN HD AB'S TO MATCH SIZE& d' Z <br /> SPACING SHOWN IN SW TABLE x g o oop X LI,J <br /> z • • REINF PER - o- O °�'o qOJ`� EXIST FOUNDATION U N <br /> g • PLAN o w . . . O °°o 0 °`p M W O u <br /> 0^gg0 0 <br /> • • • TOP BARS TO O Q oO V) Ln Ld �y <br /> MATCH BOT BARS, "-" 0 O <br /> REINF PER PLAN <br /> ^�u SQ CONCRETE PLINTH WIDTH �-' '0 '-6�O SHEET: <br /> ZE&REINF PER PLAN EC.AL <br /> EA SIDE AL TO MPBZ BASE+4"SIDE O V 0O o 00 <br /> SI <br /> COVER SIZE AND REINF -I <br /> SECTION A-A -------- PER PLAN i <br /> SECTION SECTION ., DECK FOOTING DETAIL SECTION S3. 1 <br /> SCALE: 1"=1'-0" 0 SCALE: 1"=V-0" SCALE: 1"=1'-O" SCALE: 1"=1'-0" <br />