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P <br />30" <br />TOP AND BOTTOM, <br />r— <br />30" <br />TOT 2 <br />AT CORNER <br />AT INTERSECTION <br />AT ANGLE CORNER <br />2'-6" <br />2'-6„ <br />TYP <br />TYP <br />SECOND POUR FIRST POUR <br />4" CONCRETE SLAB ON <br />4" CONCRETE SLAB <br />ON <br />GRADE, SEE "TYPICAL SLAB <br />a"X1" PRE —MOLDED GRADE, SEE "TYPICAL SLAB <br />CONSTRUCTION KEY <br />ON GRADE DETAIL , PER <br />DETAIL 3/S2.0 <br />CONSTRUCTION MASTIC <br />JOINT STRIP (JOINT MAY ON GRADE DETAIL", <br />PER <br />BE SAW CUT) DETAIL 3/S2.0 <br />M <br />FOOTING <br />D <br />TYP FORCEM EN T, <br />\/\/\ \\ <br />SLAB REINFORCEMENT, <br />SLAB REINFORCEMENT, <br />TYP <br />TYP <br />CONSTRUCTION JOINT <br />CONTROL JOINT <br />NOTES: <br />1. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO <br />BREAK DIVIDE SLAB INTO RECTANGULAR AREAS OF APPROXIMATELY 400 <br />SQUARE FEET OR LESS. <br />2. AREAS WILL BE SQUARES AS POSSIBLE AND HAVE NO ACUTE ANGLES. <br />AT END <br />TYPICAL SLAB JOINTS <br />TYPICAL <br />HORIZONTAL REINFORCEMENT <br />2 <br />4 <br />NO SCALE <br />NO SCALE <br />D = <br />4db (#3 THROUGH #5) <br />D = <br />6db (#6 THROUGH #8) D D <br />LEXT <br />REINFORCEMENT NOT SHOWN FOR <br />90' <br />LEXT <br />HOOK: <br />= 6db (#3 THROUGH #5), MIN 3" <br />CLARITY <br />FOOTING REINFORCEMENT <br />LEXT <br />= 12db (#6 THROUGH #8)F7 <br />a o <br />PROVIDE METAL SLEEVE <br />WITH INSIDE <br />135' <br />HOOK: f <br />DIAMETER 2" GREATER THAN THE <br />LEXT <br />= 6db (#3 THROUGH #5), MIN 3" J <br />OUTSIDE DIAMETER <br />OF THE PIPE, <br />LEXT <br />= 6db (#6 THROUGH #8) TYPICAL HOOKS AND BENDS <br />TYP <br />Q <br />180' <br />HOOK: <br />FINISH GRADE <br />MAX. <br />o -< <br />LEXT <br />= 4db 43 THROUGH #5), MIN 2.5" <br />I <br />LEXT <br />= 4db (#6 THROUGH #8) <br />D 3 <br />o MAX. ,� <br />28" FOR #3 <br />38" FOR <br />-- <br />O <br />#4 <br />48" FOR #5 <br />56" FOR #6 <br />00 <br />"' � <br />D TYPICAL LAP SPLICE <br />FOOTING BOTTOM OF <br />D = 4db (#3 THROUGH #5) <br />z <br />1 <br />`�� <br />D = 6db (#6 THROUGH #8) <br />x <br />1 <br />TRENCH <br />}z X <br />N rq <br />90' HOOK: <br />_ <br />0 <br />— — <br />1 L <br />2'-0" 2'-0" <br />ME <br />LEXT = 6db (#3 THROUGH #5), MIN 3" 6 <br />O <br />0 <br />LEXT = 12db (#6 THROUGH #8) 1 <br />— — <br />NO EXCAVATION BELOW THIS LINE <br />1 <br />2— 5 <br /># <br />db 135' HOOK: <br />`9 <br />LEXT = 6db (#3 THROUGH #5), MIN 3" <br />LEXT = 6db (#6 THROUGH #8) <br />T" <br />T <br />1 —6 <br />MIN <br />PIPE, TYP <br />1'-0" 1'-0" <br />AROUNDBEFORESLEEVE <br />TYPICAL OFFSET <br />TYPICAL <br />PILL oFOOTING <br />OURIN THE <br />NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOISTS <br />j o <br />WIDTH AS FOOTING, SEE SIDE <br />(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN) <br />LEXT <br />SIDE VIEW <br />ELEVATION VIEW <br />VIEW) <br />(HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) <br />TYPICAL STIRRUP AND TIE <br />NOTCHING AND HOLES IN RAFTERS <br />OR JOISTS <br />TYPICAL REINFORCING DETAILS <br />TYPICAL <br />PIPE TRENCH FOOTING <br />DETAIL <br />8 <br />5 <br />6 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />N OTES: <br />SIMPSON HTC4 <br />1. <br />DETAIL SHALL BE APPLIED EVERYWHERE TOP <br />2X BLOCKING @ 32° <br />CLIP @ 32" O.C. <br />PLATES DISCONTINUE. <br />O.C. MIN. 2 BAYS <br />2. <br />MINIMUM SPACING BETWEEN TOP SPLICES AND <br />BOTTOM SPLICES SHALL NOT BE LESS THAN 24". <br />JOISTS PER PLAN <br />(WHERE OCCUR) <br />SEE NOTE 2 SEE NOTE 2 2-2X TOP <br />PLATES <br />EQ EQ <br />SIMPSON HTC4 <br />CLIP @ 32" O.C., TYP 1/2" GAP BETWEEN <br />JOIST AND TOP <br />PLATES, TYP <br />NEW 2X <br />I <br />I <br />I 1 <br />STUD WALL <br />11 <br />SIMPSON HTC4 <br />CLIP @ 32" O.C. <br />— �_\\ <br />16d @ 6" O.C. NEW SIMPSON MST48 <br />(TWO ROWS) CENTER ALL JOINTS IN PLATES <br />NEW WALLS W/ STUD BELOW, TYP <br />JOISTS <br />PER PLAN <br />(WHERE OCCUR) <br />NEW SIMPSON <br />i <br />EQ EQ MST48 <br />1/2" <br />GAP BETWEEN JOIST AND <br />TOP <br />PLATES, TYP <br />EXISTING TOP PLATES NEW TOP PLATES <br />II II <br />I II <br />EXISTING 2X STUD WALL11NEW 2X STUD WALL <br />II II <br />EXISTING TO NEW WALL <br />TYPICAL NON —BEARING WALL <br />TYPICAL TOP PLATES SPLICE <br />9 <br />10 <br />NO SCALE <br />NO SCALE <br />nin�Bu <br />Omm <br />o Ir <br />R PM I C <br />r7T <br />EXCEPT THE I,QRD BUILD THE NDUSIE, <br />THEY LABC 14 VAIN TNAT BUILD IT <br />i ter Ib�� RIUPAU AVE, so"[ 110 <br />CORONA, C A 92819 <br />t 1eL �909�560-1b65 <br />eogioeeriogsolulia�s.i�fo�gmail.com <br />Drawings and written material appearing herein constitute <br />original and unpublished work of ES Egineering Solutions and <br />may not be duplicated used or disclosed without written <br />consent of ES Engineering Solutions. <br />Q VESS/O/v <br />wGeorge F Endrawes m <br />C91685 <br />03 <br />PROJECT: <br />N <br />GARAGE CONVERSION <br />TO ADUs <br />PROJECT ADDRESS: <br />1313 N SPURGEON ST. UNIT A—H, <br />SAN TA AN A, CA 92701 <br />1322 FRENCH ST, <br />SANTA ANA, CA 92701 <br />No. Date Issue <br />Project No. 282023 <br />scale NOTED <br />Drawing T i t I e: STRUCTURE DETAILS <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />