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(2) STUDS MIN. — REFER TO PLAN HOLDOWN SCHEDULE (2) #4 BARS FOR HEADER <br /> FOR LOCATIONS WHERE BUILT—UP EMBEDMENT LENGTH (CAN BE FOUNDATION REBAR) <br /> SHEARWALL R PLAN POST CONSISTS OF MORE STUDS MARK FASTNERS TO STUDS ANCHOR SSTES <br /> D[AF EPDXY3 CAST—IN' Z C.EDGE NAIL SHEATHING AT CONCRETE WALL PER PLAN Z - A <br /> HOLD—DOWN POSTS HDU2 (6) A"O x 2V' SCREWS " 13" 11" SSTB16 42 BAR DIA. <br /> HOEDOWN PER PLAN W/SCREWS PER HDU11 (30) Y4"0 x 2XZ" SCREWS 1" 19" 12" N/A (21" MIN) Icn n Q N <br /> MFR.SPECS, (OR NAILS SIMILAR) l_Lj Q <br /> co <br /> PLACE 2x6 SQUASH BLOCKS EA'SIDE OF 1. 10d AND 12d DIAMETER =0.148"; 16d = 0.162". SCREWS SHALL BE Q' <br /> JOIST, WHERE HD DOES NOT LINE UP SIMPSON "SDS" TYPE SCREWS INSTALL PER SIMPSON RECOMMENDATIONS. Z )a w <br /> OVER JOIST, USE SQUASH BLOCK EQUAL 2. PROVIDE A36 OR A307 ALL-THREAD AT EPDXY AND CAST-IN ANCHORS. (1) #4x3'-0" LONG Z W � <br /> TO WIDTH OF HD POST ABOVE (4x MIN) 3. PROVIDE SIMPSON "SET-XP" EPDXY PER GENERAL STRUCTURAL NOTES. ALL CORNERS O Z �_,co <br /> SPECIAL INSPECTION IS REQUIRED DRILL ANCHOR BOLT HOLES J" LARGER U � <br /> THAN ANCHOR BOLT DIAMETER. (2) #4 BARS ALL —J M i w <br /> CONT All JOIST 2x6 PT SILL PLATE 4. AT CAST—IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF EDGES (TYP) Y w cn <br /> {tYz" MIN WIDTH) N ALL—THREAD. HOOKED J—BOLT MAY BE USED FOR LTT HOLDOWNS, <br /> 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS. <br /> - _ n 6. MINIMUM EDGE DISTANCE SHALL BE 1%. <br /> -AT EX CONC WALL PROVIDE 7. ALL HOLDDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING <br /> ° EMBED L�ALL—THREAD AND EMBED IN 2 CLR <br /> ^ LENGTH !t EPDXY GROUT PER SCHEDULE <br /> L. 1 <br /> n L t- <br /> Y AT NEW CONCRETE WALL PROVIDE a <br /> ALL—THREAD AND HEX NUT OR HEADED MOTE: <br /> BOLT AND EMBED PER SCHEDULE (HOOKED ° Y PROVIDE 5" END AND 1-Y4" EDGE TYPICAL CONCRETE REINFORCEMENT AT OPENING <br /> J—BOLT MAY BE USED FOR LTT HOLDOWNS) L DISTANCE FOR ANCHORS (MIN) <br /> NITS <br /> TYPICAL HOLDOWN AT CONCRETE 1�1 <br /> NTS <br /> A35 PER SW SCHEDULE (3) 1Od PER BLOCK <br /> 26 P.T. HF#2 PLATE W %"600" ANCHOR BOLTS PER SW JOIST PER PLAN <br /> DIAPHRAGM EDGE NAILING SCHEDULE (® 48'bc ELSEWHERE). 7" MIN, EMBEDMENT, MINIMUM <br /> 2 EACH PIECE AND WITHIN 12" OF EACH END OF EACH PIECE. <br /> SHEARWALL EDGE NAILING JOIST PER PLAN r V n <br /> J <br /> a' 2 BAYS OF JOIST <br /> > ' " BLOCKING ® 48"oc w/ <br /> (2) #4 REBAR CONTINUOUS , Y LSTA 9 BETWEEN BLOCKING <br /> w/iN 3" OF TOP OF WALL. I 2'-0" W <br /> DOWELS TO MATCH <br /> VERTICAL REINFORCEMENT. <br /> ANTERNATE HOOK DIRECTION <br /> GRADE ^ GRADE � EMBED ALL HORIZ. REBAR 4" INTO <br /> EXIST. FOUNDATION AS SHOWN AND <br /> ~" NEW FOUNDATION EPDXY WITH SIMPSON 'SET' <br /> 37" WALL PER PLAN Y <br /> a 4" TYP <br /> n <br /> 7'-0" Y <br /> #4 ® 16"oc VERT. �, MAX 8r, _ > EX CONCRETE WALL <br /> i <br /> (ALT. HOOKS) p n <br /> lY L ( L' o a „ r,.' �UNDERPIN. (1) 94 ® 12"oc. <br /> EMBED 6" IN SET—XP EPDXY. <br /> 5'--0 ^) n n <br /> SEE 3/16 (DETAIL LEFT) FOR ° <br /> #4 ® 10"oc HORIZ.. ( RETAINING WALL NOTES: WALL AND FOOTING CALLOUTS -^ SLAB ON GRADE <br /> INTERNATIONAL BUILDING CODE " <br /> 1. DO NOT BACKFILL UNTIL ALL PERMANENT FLOOR I A Ln P <br /> CONNECTIONS ARE COMPLETE. BACKFILLING SHALL L <br /> RIGID INSULATION BE DONE EVENLY IN MAXIMUM 1' LIFTS. n <br /> #4 ® 16" oc VERTICALS (ALT I 2. CONCRETE F'c = 2500 psi MINIMUM. ` <br /> HOOKS, DETAIL THIS SHEET) SLAB ON GRADE 3. 55 PCF FQUIV. FLUID PRESSURE, NO SURCHARGE. ALT. HOOKS FOOTING PER <br /> n 4. Fy 40 K51 (#4 AND SMALLER) FOUNDATION PLAN <br /> 5. Fy = 60 KSI (#5 AND LARGER) <br /> e tD" 6. SOIL BEARING = 1500 PSF F" NEW FOUNDATION TO EXISTING FOUNDATION J <br /> DRAINAGE PER , 3" CLR 7. BACKFILL WITH POROUS MATERIAL. DRAINAGE PER IWE NTS <br /> SECTION VIEW, SECTION VIEW, <br /> SHEET 14 SHEET 14 <br /> 8„ (3) #4 CONT. <br /> 4" 4" 17 of 19 <br /> RETAINING WALL (JOISTS PERP. RETAINING WALL JOISTS PARALLEL. <br /> NTS NTS <br />