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DOUBLE LAYER INTERSECTION & CORNER <br />L <br />L <br />L <br />L <br />L <br />REINF. MAY BE CONT. OR ADD BARS SAME SIZE <br />& SPACING AS WALL/FOOTING REINF. <br />SINGLE LAYER INTERSECTION & CORNER <br />L <br />L <br />L <br />L <br />ldh <br />HOOK DEVELOPMENT LENGTH (ldh) <br />INCHES <br />BAR SIZES <br />#4 #5 #6 #7 #8 <br />9 11 14 17 20 22 <br />#3 <br />HOOKED OR HEADED BARS STD DEVELOPMENT <br />DEVELOPMENT LENGTH <br />PER SCHEDULE <br />CRITICAL SECTION <br />BARS TO BE IN CONTACT <br />AND WIRED TOGETHER <br />LAP SPLICE <br />SEE SCHEDULE <br />1 <br />6 <br />STANDARD HOOKS AND BENDS <br />STANDARD BEND DIAMETER AND EXTENSION <br />LENGTH SCHEDULE <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />D MIN <br />(INCHES) <br />2.25 <br />3 <br />3.75 <br />2.5 4 4.5 <br />7.5 <br />64 <br />4 <br />4db 6db 12db <br />#6 <br />#7 <br />#8 <br />2.5 <br />2.5 <br />4.5 <br />6 <br />5.25 <br />3 <br />3.5 <br />4 <br />4.5 <br />5.25 <br />6 <br />9 <br />10.5 <br />12 <br />CONCRETE REINFORCEMENT COVER REQUIREMENTS SCHEDULE <br />LABEL <br />CAST AGAINST AND PERMANENTLY IN <br />CONTACT WITH EARTH <br />BAR SIZES COVER <br />ALL 3''ALL UNFORMED SURFACES <br />BELOW GRADEA <br />UP TO #5 1.5'' <br />B <br />ALL OTHERS 2'' <br />ALL MID-DEPTHC <br />ALL FORMED SURFACES <br />BELOW GRADE & ALL <br />SURFACES EXPOSED TO <br />WEATHER ABV GRADE <br />FORMED EDGE EXPOSED TO <br />WEATHER OR IN CONTACT WITH <br />EARTH <br />UP TO 5'' THICK SOG CAST AGAINST <br />SAND OR VAPOR BARRIER <br />SLAB ON GRADE <br />CONCRETE ONLY <br />D <br />DD <br />90° BEND <br />45° BEND 180° BEND <br />4db <br />2 1 <br />2'' MIN. <br />12 <br />d <br />b <br />STIRRUPS AND TIES <br />90° BEND 135° BEND <br />6 db OR 4'' MIN <br />DD <br />6 <br />d <br />b F <br />O <br />R <br /> <br /># <br />3 <br />, <br />4 <br />, <br />AN <br />D <br /> <br />5 <br /> <br /> <br />1 <br />2 <br />d <br />b F <br />O <br />R <br /> # <br />6 <br /> <br />A <br />N <br />D <br /> <br />L <br />A <br />R <br />G <br />E <br />R <br />BEND SCHEDULE - <br />STIRRUPS / TIES <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />D MIN <br />(INCHES) <br />1.5 <br />2 <br />2.5 <br />BAR # <br />#3, 4, 5, 6 <br />#7, 8 <br />24" MIN, 40 X db <br />CLASS "B" <br />LAP SPLICE <br />REBAR DEVELOPMENT LENGTHS & LAPS <br />COMPRESSION <br />LAP SPLICE <br />DEVELOPMENT <br />LENGTH <br />60 X db <br />30" MIN, 52 X db <br />78 X db <br />40 X db <br />CONDITION ADDITIONAL INFO / NOTES <br />DEVELOPMENT & LAP LENGTHS <br />CONCRETE REINF. COVER REQUIREMENTS <br />REINF. AT CORNER & INTERSECTIONS <br />C <br />A <br />A <br />B <br />B <br />A <br />FORMED FACE / <br />EDGE OF CONCRETE <br />TOP OF SLAB <br />ON GRADE <br />OUTLINE OF IDEALIZED <br />FOOTING <br />ACTUAL EDGE OF <br />FOOTINGS WITH <br />UNFORMED EDGES <br />L = LAP SPLICE <br />SEE SCHEDULE ABOVE, TYP <br />(E) HORIZONTAL 1X & <br />STUCCO FINISH <br />(E) EXTERIOR STUD WALL <br />(E) RAISED FLOOR FRAMING <br />WITH 1X DECKING <br />(E) 2X6 PTDF SILL PLATE <br />VA <br />R <br />I <br />E <br />S <br />30 <br />" <br /> <br />M <br />A <br />X <br />(E) PERIMETER SOLE PLATE. <br />PROVIDE (N) ADDITIONAL SOLE PLATE <br />NAILING PER TYPE 6 OF THE SHEAR <br />SCHEDULE. <br />(E) CONT RIM <br />FG TO SLOPE AWAY FROM <br />BUILDING/FOUNDATION <br />NG <br />FG <br />EXISTING <br />(E) ANCHOR BOLTS. (N) MUDSILL <br />CONNECTION PER 6/SD1 REQUIRED <br />WHERE THERE ARE NO EXISTING <br />ANCHOR BOLTS OR WHERE EXISTING <br />ANCHOR BOLTS ARE LESS THAN 12" IN <br />DIAMETER & ARE NOT PROVIDED <br />WITH MIN 3" DIA/SQ. PLATE WASHERS. <br />SEE FOUNDATION PLAN & <br />FOUNDATION NOTE FOR MORE <br />INFORMATION <br />EXISTING FOOTING & <br />CURB <br />(E) WALL ABOVE WITH <br />NEW SHEAR <br />(N) 2X6 BLKG O/ 2X6 SILL OR (N) <br />CONT. 2X6 AT PARALLEL FRAMING <br />CONDITIONS. SEE DETAIL 13/SD2 <br />FOR ADD'L SHEAR TRANSFER INFO. <br />(N) ANCHOR BOLTS PER 4/SD1. <br />SIZE & QUANTITY PER THE SHEAR <br />SCHEDULE <br />(E) RAISED FLOOR FRAMING <br />WITH 1X DECKING <br />(E) 2X6 JOISTS (PARALLEL <br />CONDITION DASHED WHERE <br />OCCURS) <br />(N) #4 VERT. AT 16" O.C. <br />W/ STD. HOOK AT BOT. <br />ALTERNATE HOOKS <br />NG <br />FG <br />FTG W = 15" <br />t = 8" <br />1' <br />- <br />6 <br />" <br /> <br />E <br />M <br />B <br />E <br />D <br />MI <br />N <br />FT <br />G <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />1' <br />- <br />0 <br />" <br />(N) #4 HORIZ. AT 16" O.C. (2 MIN) <br />SEE DETAIL 10 FOR INTERSECTION AT <br />(E) FOOTINGS <br />(N) CONT 2-#4B. SEE DETAIL 10 FOR <br />INTERSECTION AT (E) FOOTINGS <br />NOTE: REFER TO DETAIL13/SD3 <br />FOR INFORMATION NOT SHOWN <br />(E) STUD WALL WITH <br />(N) POST. CONNECT <br />POST TO SILL W/ 1-A34 <br />EACH SIDE <br />(N) 4X BLOCKING ALIGNED <br />WITHPOST ABOVE. <br />CONNECT TO (E) JOIST W/ <br />1-A35 EA END <br />(E) 2X JOISTS <br />TOE NAIL WITH 16d AT <br />8'' O.C. <br />MIN 12'' SQ PEDESTAL <br />NG <br />PROVIDE CRIPPLE <br />POST IN FLOOR <br />SYSTEM AT <br />LOCATIONS OF ADDED <br />POSTS (MATCH <br />POST/PLIES WIDTH) <br />(N) CRIPPLE POST (MATCH SIZE OF <br />POST ABV PER PLAN), ALIGNED <br />WITH POST ABOVE. <br />CONNECT TO BLKG W/ SIMPSON <br />BCS, & TO FOUNDATION W/ <br />SIMPSON CBSQ <br />(N) PAD FOOTING PER <br />FOUNDATION PLAN. <br />USE #5B AT 12" O.C. <br />EACH WAY <br />18 <br />' <br />' <br /> <br />M <br />I <br />N <br />10 <br />' <br />' <br /> <br />M <br />I <br />N <br />. <br />3'' MIN. <br />ELEVATION TO MATCH <br />BOTTOM OF PERIMETER <br />FOOTING (OR LOWER)PER PLAN, 18" MIN <br />2" <br /> <br />M <br />I <br />N <br />A = FROM SILL PLATE TO BOLT CL <br />B = FROM SLAB EDGE TO BOLT CL <br />BOLT DIA.MIN. A MIN. B <br />1.SILL PLATE HOLES Ø CANNOT EXCEED THE <br />ANCHOR BOLT Ø + 116". <br />2.SPLITTING BOLT HOLES THROUGH SILL PLATES <br />IS NOT ALLOWED.1" <br />1" <br />1 5/8" <br />1 7/8" 5/8" <br /> 1/2" <br />SHEAR PANEL <br />WHERE OCCURSMIN 4" <br />MAX 12" <br />3" MIN. <br />BOLTS SHALL BE <br />STAGGERED IF <br />SPACED 6" O.C. <br />OR LESS <br />A B <br />1/2" MAX FROM <br />EDGE OF WASHER <br />TO SHEAR PANEL <br />4" <br /> <br /> <br />M <br />I <br />N <br />BE <br />L <br />O <br />W <br /> <br />C <br />O <br />L <br />D <br />JO <br />I <br />N <br />T <br /> <br />A <br />T <br /> <br />T <br />W <br />O <br />PO <br />U <br />R <br />AB PER SCHEDULE <br />(MIN 2 PER SILL) <br />7" <br /> <br /> <br /> <br />M <br />I <br />N <br />MO <br />N <br />O <br /> <br />P <br />O <br />U <br />R <br />5" <br />(E) PARALLEL STEM WALL <br />WHERE OCCURS <br />EXISTING <br />(E) EPOXY EMBED WITH <br />SIMPSON SET-3G <br />(E) STEMMA WALL & <br />FOOTING <br />24" MIN. LAP <br />DOWELS. MATCH STEM & <br />FOOTING REINFORCEMENT <br />SIZE & SPACING <br />(N) STEM WALL & FOOTING <br />REINFORCEMENT PER <br />DETAIL 2/SD1 <br />NEW <br />(PERIMETER SOLE PLATE. PROVIDE <br />ADDITIONAL (N) SOLE PLATE NAILING PER <br />TYPE 6 SHEAR WHERE (E) NAILING IS <br />SPACED AT LESS THAN 6" O.C. <br />(N) SIMPSON A-35 FROM RIM <br />TO SILL PLATE AT 24" O.C. <br />(N) SIMPSON URFP AT 48" O.C. INSTALL <br />USING 3-12" Ø X 4" LONG TITEN HD. USE 5 <br />- 14" Ø X 3" LONG SDS AT SILL. <br />ALT: USING SET 3G EPOXY ANCHORS <br />(SAME SIZE & QTY) WITH STANDARD <br />WASHERS <br />THREADED ROD <br />DIAMETER <br />13 4" <br />212" <br />EDGE <br />DISTANCE <br />12" <br />6" <br />MIN. <br />EMBED <br />A307 5 8" ROD <br />A307 5 8" ROD <br />EDGE DISTANCE <br />(E) FOOTING <br />PER PLAN <br />THREADED ANCHOR <br />PER SCHEDULE WITH <br />SET-3G SIMPSON EPOXY <br />SLOPE BOLT 1:12 MAXIMUM <br />WHERE NEEDED TO <br />CONNECT TO HOLDOWN <br />POST & HOLDOWN <br />PER PLAN <br />SHEAR WALL PER PLAN <br />RUN ROD 8D <br />PASS FF, 6" MIN. <br />EMBED PER <br />SCHEDULE <br />BN <br />THREADED ROD HOLD DOWN ANCHORS <br />POST W/ HOLD DOWN <br />PER PLAN <br />TYPICAL FOOTING <br />REINFORCEMENT <br />SSTB/SB PER TABLE <br />BELOW <br />MAX 12:1 SLOPE IF <br />NEEDED <br />THREADED HOLDOWN <br />BOLT PER TABLE <br />COUPLER NUT <br />SILL PLATE <br />Le <br />TYPICAL FOOTING <br />BEYOND <br />3' <br />' <br /> <br />T <br />O <br /> <br />5 <br />' <br />' <br />POST W/ HOLD DOWN <br />PER PLAN <br />TYPICAL FOOTING <br />REINFORCEMENT <br />THREADED ROD PER <br />TABLE BELOW <br />ADD'L REINF PER <br />TABLE BELOW, <br />BOTTOM BARS SHALL <br />BE LOCATED ABOVE <br />PLATE <br />3' <br />' <br /> <br />T <br />O <br /> <br />5 <br />' <br />' <br />MAX 12:1 SLOPE IF <br />NEEDED <br />ALT: COUPLER NUT <br />SILL PLATE <br />SQ PAD PER TABLE CENTER ON BOLT <br />NOTE: EITHER SSTB, SB BOLTS OR THREADED RODS MAY BE USED FOR HOLD DOWN ANCHORS PER TABLE <br />BELOW. REFER TO SSTB/SB HOLD DOWN ANCHORS DETAIL FOR INFORMATION NOT SHOWN ON THREADED <br />ROD ANCHOR DETAIL (ADDITIONAL REINFORCEMENT, DEEPENED FOOTING, ETC.) <br /> HOLD DOWN BOLT OPTIONS <br />STEM (CURB) <br />END <br />1-POUR <br />N/A <br />SB 5 <br />8 X 24 <br />CORNER <br />1-POUR <br />N/A <br />SB 5 <br />8 X 24 <br />MID <br />1-POUR <br />N/A <br />SB 5 <br />8 X 24 <br />HOLD <br />DOWN <br />HDU2 <br />HTT4 <br />HTT5 5 <br />8 '' DIA A307 THREADED ROD (Le = 8'') W/ 2'' SQ X 3 <br />16 '' PLT W/ 24'' SQ PAD <br />HDU8 <br />N/ASSTB28 <br />SB 7 <br />8 X 24 <br />SSTB28 <br />SB 7 <br />8 X 24 <br />7 <br />8 '' DIA A307 THREADED ROD (Le = 13'') W/ 3'' SQ X 1 <br />4 '' PLT W/ 39'' SQ PAD <br />N/A <br />NOTES: <br />1.MID = (1.5 X Le) MIN. DISTANCE FROM END OR CORNER (SEE TABLE BELOW) <br />2.NOT USED. <br />3.FOR HOLD DOWNS WHICH HAVE BEEN CONNECTED TO A 2X STUD NEXT TO THE POST, <br />CONNECT THE STUD TO THE POST WITH THE SAME TYPE AND QUANTITY OF CONNECTORS <br />IN THE HOLD DOWN. PROVIDE REQUIRED MIN. PENETRATION INTO POST. <br /> 5. FOR HDU11/HHDQ11: PROVIDE ADDITIONAL 1-4# BAR TOP AND BOTTOM REINFORCEMENT <br /> 48'' PAST HOLD DOWN EACH SIDE (96'' TOTAL LENGTH). <br />SSTB/SB MINIMUM EMBED (Le) <br />SSTB <br />ANCHOR <br />SSTB24 <br />SSTB28 <br />EMBED (Le)(1.5 Le)SB ANCHOR EMBED (Le)(1.5 Le) <br />20 5 <br />8''31''SB 5 <br />8 X 24 18''27'' <br />18''27''SB 7 <br />8 X 2438''24 7 <br />8'' <br />NG <br />FG <br />Le <br />CONTRACTOR IS RESPONSIBLE FOR <br />PROPER SHORING WHEN REQUIRED. <br />2 <br />1 <br />2 <br />1 <br />FINISH GRADE <br />BOTTOM OF TRENCH <br />EXCAVATION SHALL NOT <br />EXTEND BELOW THIS LINE BACKFILL TRENCH <br />EXCAVATION PER <br />SOILS REPORT <br />PARALLEL <br />TO FOOTINGS <br />PROVIDE ADDITIONAL 1 - #4 <br />BY 4' - 0" LONG CENTERED <br />WITH PENETRATION. USE <br />2- #4 BELOW SHEAR WALL <br />CONDITIONS. <br />18" <br />10' -0" MIN. <br />PERPENDICULAR TO FOOTING <br />CREATE PIPE <br />SLEEVE 2" LARGER <br />THAN PIPE6" <br />MI <br />N <br />. <br />6" <br />MI <br />N <br />. <br />COMPACTED FILL <br />EXISTING PERIMETER FOOTING 1 <br />(N) SHEAR WALL AT (E) RAISED FLOOR 2 <br />(N) INT. FTG. (E) RAISED FLOOR 3 <br />TYP AB REQ AT (N) FOOTINGS 4 <br />NOT USED 5 <br />RETROFIT FOUNDATION PLATES 6(N) HOLDOWN ANCHORS AT (N) FTG/STEM 11 <br />(N) FOOTING TO (E) FOOTING 7 <br />(N) SHEAR WALL OVER (E) SOG FND 8 <br />NEW ANCHOR BOLTS AT (E) SOG FND 9TYP" RIM SHEAR TRANSFER REPAIR 14 <br />NOT USED 15 NOT USED 10NOT USED 20 <br />NOT USED 19 <br />NOT USED 18 <br />STAIR RETROFIT DETAIL 17 <br />EXISTING PERIMETER FOOTING 16EXISTING PERIMETER FOOTING 21 <br />NOT USED 22 <br />NOT USED 23 <br />NOT USED 24 <br />NOT USED 25NOT USED 30 <br />TYP REINF REQ - NRML WT 2.5+ KSI CONC 26 <br />(N) SHEAR PER PLAN <br />(N) UPPER LAYER SHEATHING O/ (E) <br />DIAG 1X DECKING. BOUNDARY <br />NAILING TO BLOCKING / CONT <br />MEMBERS PER 15/SD3 <br />*** <br />(E) 12" MIN <br />(E <br />) <br /> <br />1 <br />2 <br />" <br /> <br />M <br />I <br />N <br />(E) FINISH FLOOR <br />STUD WALL PER PLAN <br />SEE 1/SD3 <br />SHEAR PANEL WHERE <br />OCCURS PER PLAN <br />(N) POST INSTALLED ANCHOR <br />BOLTS. SEE DETAIL 9/SD1 <br />LOWEST ADJACENT <br />NATURAL OR <br />APPROVED <br />COMPACTED GRADE <br />FINISH GRADE <br />(N) BOUNDARY NAILING <br />EPOXY SCREW ANCHOR <br />FILL HOLE IN <br />SILL PLATE <br /> W/ EPOXY <br />THREADED ROD (A307) WITH <br />DIAMETER AND SPACING PER <br />ANCHOR BOLT SCHEDULE. <br />EPOXY ROD WITH SIMPSON SET <br />3-G EPOXY <br />7" <br /> <br />M <br />I <br />N <br />. <br />7" <br /> <br />M <br />I <br />N <br />. <br />3 <br />4 DIA X 10" SD <br />WEDGE-BOLT SCREW <br />ANCHOR. INSTALL <br />PER <br />MANUFACTURERS <br />RECOMMENDATIONS <br />AND ICC ESR-2526 <br />NOTE: <br />REFER TO DETAIL 4/SD1 FOR <br />MIN EDGE DISTANCE. <br /> REQ SPACING FOR <br /> SD WEDGE-BOLT SCREW ANCHORS <br />LOCATION <br />EXTERIOR <br />INTERIOR <br />1.75" <br />12"16" <br />16" <br />16"16" <br />10"14" <br />6, 4, 3 2 1 <br />SHEAR WALL TYPE <br />NON - SHR CONDITIONS SHALL BE SPACED 48" O.C. <br />MINI SLAB <br />EDGE <br />DISTANCE <br />* <br />ALL PERIMTER RIMS SHALL BE <br />CONNECTED TO SILL PLATES W/ A35'S AT <br />24" O.C. ALONG THE 1ST 12' FROM ANY <br />BUILDING CORNER, AND AT 48" O.C. <br />BEYOND. <br />NOTE: REFER TO DETAIL1/SD1 <br />FOR INFORMATION NOT SHOWN <br />IF BLOCKING ARE ENCOUNTRED <br />INSTEAD OF RIM, EACH BLOCK SHALL <br />BE CONNECTED WITH A35 TO THE <br />SILL PLATE. <br />(E) 2X6 PTDF SILL PLATE <br />EXISTING <br />EXISTING FOOTING & <br />CURB <br />NG <br />FG <br />1 <br />2X SLEEPER W/ MIN 2 <br />POST INSTALLED <br />ANCHORS WITH MIN 2" <br />EMBED INTO (E) <br />CONCRETE, TYP (SEE <br />9/SD1, SIMILAR) <br />PRE-DRILL W/ 1" DIAMETER HOLE <br />(DO NOT OVER CUT) <br />USE 7" MIN THROAT <br />THICKNESS <br />(N) 2X4 CRIPPLE WALL <br />(STUDS AT 16" O.C.) TO <br />SUPPORT (E) STRINGER. <br />HEIGHT AS REQUIRED TO <br />ALLOW STRINGER FULL <br />BEARING <br />(N) 2X STRINGER. USE REQUIRED <br />DEPTH TO ACHIEVE MIN THROAT <br />THICKNESS SHOWN. <br />LAP (N) STRINGER WITH (E) <br />STRINGER & CONNECT USING <br />8-16d <br />(E) 2X STRINGER <br />(E) 2X FLAT BLKG <br />BETWEEN STRINGERS. <br />(E) CONCRETE STOOP <br />WHERE OCCURS TO BE <br />REMOVED/DEMO'D <br />NOTES <br />1.UNO, USE MIN 3/4" PLYWOOD RISERS & TREADS @ INT. CONDITIONS. <br />2.UNO, USE SOLID WOOD RISERS & TREADS @ EXT. CONDITIONS. <br />1 <br />ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE <br />ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED, <br />USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE <br />ENGINEER. ESSE'S ALL RIGHTS RESERVED <br />947 E. FAIRWAY DRIVE, <br />ORANGE, CA 92866 <br />(714) 400 - 5584 <br />NO.DATE ISSUE <br />SHEET NO. <br />GA <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />R <br />E <br />S <br />T <br />O <br />R <br />A <br />T <br />I <br />O <br />N <br /> <br />/ <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />VV <br />S <br /> <br />E <br />S <br />T <br />A <br />T <br />E <br />S <br /> <br />L <br />L <br />C <br />82 <br />9 <br /> <br />N <br />. <br /> <br />G <br />A <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />07-09-2024 <br />ELIE SAYEGH, PE <br />0127 <br /> <br /> <br />DOCUMENTS ORIGINAL ISSUE DATE: <br />PROJECT ENGINEER: <br />PROJECT NO. <br />2N <br />D <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2ND PLAN CHECK <br />SUBMITTAL109-13-2024 <br />SD1 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />07/01/202409/13/2024 <br />HOLD- 829 N <br />Garfield St1/15/2025