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F <br /> -i <br /> EMBED ALL HORIZONTAL <br /> C NEW FOUNDATION REBAR 4" INTO EXISTING 4 3` <br /> WALL PER PLAN FOUNDATION AS SHOWN AND r N e <br /> EPDXY WITH SIMPSON 'SET'. <br /> J EXISTING FOUNDATION <br /> • 'mod• (REBAR NOT SHOWN <br /> FOR CLARITY) <br /> r�� O <br /> U N <br /> 4" TYP Q N <br /> G WALL PER PLA S.W. LENGTH r N <br /> H E 2) LAYERS OF 90# 3 NEW FOUNDATION TO PER PLAN NAIL r PER SHCEDULEG TO® 3"HO/CEEACH WAYS Q m SILL PLATE AND ANCHOR <br /> • BOLTS PER SHEARWALL FELT OR EQUIVALENT EXISTING FOUNDATION <br /> SCHEDULE. (USE 2x6 P.T. SILL SHEARWALL PER oz O <br /> LAB PER PLAN PLAN i�N <br /> . :..:'.. <br /> :. ?• . PLATE W/ %" 0 J-BOLTSco <br /> :.'..... 48 0 C MIN. - <br /> ' / ) HOEDOWN PER PLAN � <br /> ::. TOP PLAT <br /> BACKFILL W/ POROU E DQ8-SDS3 SHOWN) Q M <br /> 4. <br /> MATERIAL (TYP) HEADER PER PLAN - EXTEN H N <9 N <br /> ° OVER SHEARWALL AS SHOWN BOTTOM PLATE SIZE AND ANCHOR BOLTS � 8 aj <br /> 6" P.T. 2x STUD. NAIL T PER SHEARWALL SCHEDULE. NOTE: 3x m L m <br /> ®DOUBLE TOP PLATE W/EDGE NAILING QG HOLDOWN PER SCHEDULE - '.° CONCRETE W/ GALVANIZED MAY BE REQ'D. w <br /> (STAGGER) AND PLAN (HDQ8-SDS3 - 16d ® 8" O/C (3) #4 VERTS EVENLY SPACED ON EACH S- <br /> (5SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) FROST DEPTH 8" WALL w/ #4 BARS ® 18" FACE (6-TOTAL). HOOK INTO FOOTING AS NS <br /> EDGES. BLOCKING AT ALL PANEL EDGES (B)COORDINATE ALL STUD (18" MIN) o/c EACH WAY. (2) #4 BARS SHOWN. U z <br /> WHERE APPLICABLE. AND PLATE SIZES w/ ® TOP. HOOK VERTICAL BARS 30" MIN. :. #3 TIES ® 6" O/C <br /> U EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE ` ' REBAR f'+•, PER PLAN O <br /> INTO 'FOOTING - ALTERNATE ., <br /> HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS HOOK DIRECTION. LENGTH v"<t., �;*•;V SLAB ON GRAGE 8" THICK CONCRETE L a <br /> :' . <br /> STUDS ® 16" ON CENTER EDGE NAILING TO POSTS, y< -ONE #4 REBAR PILASTER <br /> PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING 4" 0 PERFORATED PLASTIC DOTING PER IN SHEAR CONE <br /> PIPE. CENTER IN ONE CUBI (12"MIN. REBAR <br /> EDGE NAILING AND ANCHOR BOLTS PER STUDS FOOT OF FREE DRAINING SCHEDULE FOOTING PE <br /> ® LENGTH <br /> BEARING STUD FOR z <br /> SHEARWALL SCHEDULE. GRAVEL AND DRAIN TO ) PLAN (16" W x p <br /> FD TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER APPROVED OUTFALL. y2" MIN. FROM 8" T MIN) 0 <br /> SINKERS (MIN). LAP 48" MINIMUM. CORNER <br /> CENTER SPLICE ON STUD. 9" HOOK TYP 3' CLR <br /> �ST SHEARWALL ELEVATION W/O RIM FNDN/SHEARWALL CONN 5 TYPICAL GARAGE PILASTER m <br /> o <br /> o <br /> FIRST POUR SECOND POUR <br /> SEE FOUNDATION <br /> PROVIDE CONTROL 1/8" MIN - 1/4" MAX ° •:'� SCHEDULE FOR <br /> BEND SLAB JOINTS OR SAW CUT OR ZIP STRIP ; REINFORCEMENT <br /> [STEEL AROUND CONSTRUCTION JOINTST SEE WALL SECTIONS REQUIREMENTS ; O <br /> AS SHOWN 0 20' o/c EACH WAY FOR SIZE AND .•. '°• 5' • Q N <br /> 6:. ° 42 DIA. REINFORCING SPACI NG OF WALL .a z <br /> II _ 42 DIA <br /> SLAB REINFORCEMENT <br /> ALTERNATE BAR ° 2'-0' MIN ° <br /> 1' 2 PER PLAN ® MID DIRECTION Q m <br /> \KF;ff NSTRUCTION JOINT <br /> #4 CONTINUOUS ° " 4' MAX •a J- <br /> 4 g"-I 1'OP AND BOTTOM " O rLL� <br /> ,,. .. �; W <br /> CORNER BAR • D N DC <br /> L42 DIA. SAME SIZE & _� O <br /> EDGE OF SLAB CENTER OF SLAB SPACING AS �' W <br /> A u L42 D A. n4p.1 . 2'-0" MIN. - NHORIZ..WALL' 2-0MIN: REINF. 2H MIN. D N uj <br /> MIN. <br /> 6 TYPICAL SLAB ON GRADE CORNER REINFORCING DETAILS 8 STEP DOWN FOOTING DETAIL <br /> 16d ® EA BLOCK AND <br /> tOd 06" 0/C TO RIM 12" 0/C INTO RIM COVIN <br /> CONN WOOD PL TO STEEL END PL Ya X 5 3/4 X ¢1S oFwas C� <br /> Ya" 0 x 4Y2" LAG BEAM HEIGHT <br /> 2X DF#2 (CUT TO FIT) W/ BEAM W/ NAILER END PL Ya X BM WIDTH U ye <br /> SCREWS 010" o/c TO J"0 A307 STUDS®24"0/C ECCOQ4-SDS2.5 <br /> X BM DEPTH <br /> RIM JOIST (STAGGERED) (STAGGERED) STEEL BEAM PER PLAN-- <br /> PROVIDEae <br /> D _______-__ <br /> MINIMUM EDGE SIMPSON TOP FLANGE toNu <br /> DISTANCE AND ---- ----- HANGER PER PLAN EACH <br /> ROW SPACING SIDE <br /> 5' W x }Y4" T STEEL PLATE <br /> EXST. JOIST PER PLAN EACH SIDE -_____ 4 Drawn By: VKY <br /> JOIST AND HA PLAN (I-JOIST SHOWN) STEEL BEAM PER PLAN WOOD BEAM PER PLAN (2) A307 "0 THRu ------- Checked By: CCC <br /> A34 FROM BLOCK 3/1 BOLTS - ---- 3" Date: 05-05-19 <br /> 2x P.T. HF#2 LEDGER PER PLAN TO PLATE JOIST PER PLAN Ya' THICK x 4" WIDE -- 2" <br /> (DEPTH TO MATCH JOISTS) HDU2-SDS2.5 ® EACH POST PER PLAN A36 STEEL PLATE 5DA JOB NO. <br /> EXST. FOUNDATION WALL TO END OF EACH DECK TEEL BEAM PER EACH SIDE W/ 5/8" 8G74 B <br /> STUD WALL CONN. PER PLAN (TYP) PLAN <br /> A307 BOLTS POST PER PLAN <br /> 9 TYPICAL LEDGER CONNECTION n JOIST STEEL BEAM CONNECTIONSTEEL BEAM / WOOD BEAM CONNECTION @STEEL BEA12 M WOOD 5TDETAIL5 <br /> L <br /> POST CONN. CITY OF EVERETT <br /> REVIEWED FOR PERMIT S-2 ,O <br />