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STD HOOD C FAR FACE OF <br />MALL, MAINTAIN CLEARANCE <br />PER STRUCT NOTES, TYP <br />< <br />n_ <br />co <br />CLASS B <br />LAP SPLICE TYP. <br />ALTERNATE - <br />WINCE#] <br />TYP CONCRETE WALL <br />CORMER <br />REINFORCING DETAIL <br />NOTE <br />1. `d' v FTG DEPTH PER PLAN OR SCHED `LD' PER SCHED <br />2., S'PER CONTRACTOR BUT 2-0" MAX <br />2 x'S' 2" <br />TYP STEPPES WALL FT <br />3/411 0 1 d 011 _— <br />1 . TABULATED VALUES ARE BASED ON GRADE 60 UNCOATED REINF <br />BARS AND 4000 PSI NORMAL ARE <br />IN INCHES. <br />ARE — <br />CALCULATED .tER ACI y f i - <br />3. FOR y00 PSI AND PSI CONCRETE, MULTIPLY THE <br />TABULATED • RESPECTIVELY. <br />4. BAR C/C SPACING MUST BE GREATER THAN TWICE THE BAR <br />DIAMETER AND COVER GREATER THAN ONE BAR DIAMETER. <br />5. ee BARS ARE DEFINED �AS HORIZONTALBARS WITH MORE <br />AGGREGATETHAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BARS. <br />6. FOR LIGHTWEIGHT CONCRETE, <br />TABULATED <br />7. FOR EPDXY COATED REBAR, MULTIPLY THE TABULATED VALUES <br />8. FOR #11 AND LARGER BARS, MECHANICAL ANCHORAGE AND <br />SPLICES SHALL BE rt DEVELOP SHALL <br />1 /2" MAX TO SHEATHING <br />BPS 5/3-6 <br />WASHER <br />arm. evaAav, aU avarvx, <br />FROM END OF PLATE, TYP <br />XTRA SILL <br />BOLTS <br />--- <br />BLOCKOUT <br />#4 X 6' 0" <br />NOTE <br />DO NOT POSITION VENTS UNDER <br />SHEAF WALL END POSTS <br />GREATER OF 0" OR TO UDERSIDE OF JOIS <br />VENT WELL <br />\ I \ a <br />-\ -VENT <br />BLOCKOUT <br />�Ap n <br />9a <br />#4x6'-0"- <br />ELEVATION AT CRAWL SPACE VENT <br />FREE DRAINING GRAVEL g <br />TO FOOTING DRAIN <br />RLPE STEM WALL VENT OPTIONS <br />SPLICE SILL PLATE <br />AS REQUIRED <br />FLOOR LEVEL <br />STUDWALL PER PLAN & - — <br />#4 DOWEL C@12" O/C 6'EMBED <br />IN EPDXY <br />#4 NOSING BAR, <br />1 1 /2" CLR AA, TYP <br />a <br />as <br />SLOPE, RISE, RUN, a <br />& FINISH BY OTHERS 4 ` <br />a <br />CONCRETE STRUCTURE <br />GRADE BY OTHERS SHOWN ELSEWHERE <br />—I �— POUR AGAINST <br />COMPACTED FILL, TYP <br />q #4 @ 16" O/C <br />#4 CONT <br />(2) #4 CONT — SLOPE 0 1 H:3V MAX <br />83 MIN \ SUBGRADE PREP <br />PER SN <br />TYP STAIR -ON -GRADE <br />3/411 = j 1-01' <br />)OUBL E RIM <br />kND PROVIDE <br />NOTE <br />1ANGER FOR <br />1. PROVIDE SLEEVES w/ ID 2" LARGER THAN PIPE OD. CENTER PIKE AND WRAP w/ COMPRESSIBLE MATERIAL. <br />IOISTS OVER <br />2. ADJACENT PENETRATIONS THROUGH STEMWALL SHALL BE SPACED TO PERMIT 6" MIN REMAINING <br />(LOCKOUT <br />CONCRETE BETWEEN THEM. IF CLOSER PENETRATION SPACING IS REQUIRED, OR IF ANY TYP REINF <br />REQUIRES INTERRUPTION, SUCH LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED <br />REINFORCING SHOD DRAWINGS; THE ENGINEER SHALL REVIEW THE SHOP DRAWING FOR ,ADEQUACY AND <br />ADD REINFORCING AS REQUIRED. FOR BIDDING PURPOSES ONLY, INCLUDE (2) ADD'L #4 x 6'-0" ON EACH SIDE <br />OF EACH MULTIPLE -PIPE PENETRATION. <br />3. FIGURE BELOW SHOWS ACCEPTABLE. PENETRATION LOCATIONS THROUGH STEM OR BELOW FTG: <br />u <br />n <br />O <br />WALL AND <br />FOOTING PER <br />TYP DETAILS <br />T� <br />FILL VOID w/ CONC OR CDF —/ <br />TYP. WHERE. `W' IS LESS <br />THAN V-6", OK TO FILL w/ <br />GRAVEL OR SAND <br />TYP FTG PENETRATIONS <br />1" ® V-0. <br />TYP DETAILS FINISHED GRADE <br />PT 2X6 SILL PLATE _ <br />CONCRETE MALL PER <br />PLAN & TYP DETAILS <br />SILL BOLT OPTIONS <br />OPTION 1: CAST -IN -PLACE ANCHOR RODS; 7" MIN EMBEDMENT WITH 2" HOOK OR HEADED BOLT. <br />#``. <br />OPTION 3: EPDXY ANCHORS PER SN, 5" MIN EMBEDMENT <br />BEARING.NOTES <br />1. SET SILL PLATE FOR EVEN . UNDER PLATE WHEN GAP EXCEEDSt <br />2. SEE SHEAR WALL SCHEDULE FOR BOLT SPACING AT <br />3, USE ONLY D WASHERS, PRESSURE <br />WOOD,TREATED � R ` INFORMATION. <br />4. THIS DETAIL DOES NOT APPLYD aw <br />5. POST -INSTALLED ANCHORS SHALL BE INSTALLED PER MFR's RECOMMENDATIONS AND REQUIRE SPECIAL <br />INSPECTION. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />6. HOLE 0 IN SILL PLATE BE MAX LARGER THAN THE ANCHOR 0. <br />7. HOLE IN PL WASHER SLOT LENGTH OF 1 3/4", PROVIDED A <br />MAY BE DIAGONALLY SLOTTED WITH MAX <br />a AND PLATE WASHERS <br />9lidEAFwlW4LLS SHlLL EXTEUD t —F QN TI4E_SHEATHED­StDE(_% <br />ROT OF LASE APPROVED FILTER <br />-'' FABRIC AND DRAIN <br />- ROOK <br />INVERT <br />4 RIGID ABS PERF PIPE 1� <br />OR DRAIN TILE _ 2 MINI BOT <br />1— OF DRAIN <br />PERIMETER FOUNDATION DRAINS <br />- INVENT MUST BE BELOW FLOOR LEVEL. <br />- BOTTOM OF DRAIN MUST BE BELOW BOT OF BASE. <br />NOTE <br />1. DRAIN PIPES MUST DISCHARGE BY GRAVITY OR <br />MECHANICAL MEANS TO AN APPROVED DRAINAGE SYSTEM <br />THAT COMPLIES w/ THE INTERNATIONAL PLUMBING CODE. <br />2. MINIMUM SLOPE FOR DRAIN PIPE DUNS IS 0.25% <br />3. DO NOT CONNECT FOUNDATION DRAIN SYSTEMS TO RAIN <br />LEADERS OR DOWN SPOUTS. <br />4. PROVIDE APPROVED CLEANOUTS FOR ALL DRAIN PIPES AT <br />ENDS, CORNERS, AND NO MORE THAN 120'-0" ON CENTER. <br />5. DRAIN ROCK/BASE MATERIAL SHALL CONSIST OF GRAVEL <br />OR STONE WITH LESS THAN 10% OF MATERIAL PASSING <br />THROUGH A NUMBER 4 SIEVE. <br />Clf <br />w <br />SILL PLATE & ANCHORS <br />PER TYP DTLS & SW SCHED <br />EN (HDG) WALL PER PLAN <br />— SOG PER PLAN <br />+9 b <br />SLAB DOWEL #3x24" w/ 6" HOOD AS <br />SHOWN P 3'-0" O/C (OPTION: EPDXY <br />PER SN w/ 3" MIN EMBEDMENT) <br />6" CONC STEMWALL — T/SOG <br />® BY OTHERS <br />a <br />GRADE BY OTHERS — - <br />s ., <br />— -- #4 (H) CONT 16" O/C w/ (2) Ca TOW <br />#4 (V) @ 16" O/C, CENTER IN STEM. <br />-� WHERE STEM HT <V-6" PROVIDE STD <br />cc Hid AT TOP, ROTATE AS REQ'D TO FIT. <br />DRAINAGE BY OTHERS SUBGRADE FIRER PER SN <br />FOOTING PER PLAN, <br />CENTER BENEATH STEM <br />TYP PERIMETER STEMWALL FTG <br />3/4" ® 1 <br />1-0i1 <br />i <br />