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1 FOUNDATION DETAIL <br />L <br />( <br />M <br />I <br />N <br />. <br />) <br />BAR #D (IN)ET (IN)L (IN) <br />3 2.25 6.0 4.50 <br />4 3.00 .0 6.00 <br />5 3.75 10.0 7.50 <br />6 4.50 12.0 9.00 <br />7 5.25 14.0 10.5 <br /> 6.00 16.0 12.0 <br />D <br />ET. <br />TPICAL 90 <br />REBAR HOO <br />6 <br />b <br />(3 <br /> <br />M <br />I <br />N <br />. <br />) <br />6 b <br />(3 MIN <br />. <br />) <br />6 <br />M <br />I <br />N <br />. <br />PER 90 HOO TABLE <br />(EA. HOO) <br />3 REBAR BEND DETAIL <br />2 HOOP HOO DETAIL <br />TP. SECTION <br />PIER DETAIL <br />OE <br />R <br />T <br />U <br />R <br />N <br />11 <br />112 TP. <br />11 <br />112 T <br />P <br />. <br />3/4 PL. <br />1/4 <br />PLATE DETAIL <br />HOOPS PER <br />PIER DET. <br />3CLR. <br />R1'-0 <br />BASE PLATE AB. <br />11 <br />ANCHOR w/ EMBED. PL. <br />ASHER PER PIER DET. <br />11 <br />ERTS. PER <br />PIER DET. <br />L <br />P <br />E <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />ANCHOR ROD SUBSTITUTION SCHEDULE <br />SPECIFIED EUIALENT ASSEMBL <br />SIMPSON ROD S. EMBED. <br />PAB 1,2 DIA. ASHER SIE 3 L <br />PAB4(H)-12 1 12 S. 3 11 <br />PAB5(H)-5 1 3 4 S. 12 1 3 <br />PAB6(H)-3 4 2 14 S. 12 1 12 <br />PAB7(H)-7 2 14 S. 12 1 5 <br />PAB(H)- 1 3 S. 5 17 <br />PAB9(H)- 1 1 3 12 S. 5 2 <br />PAB10(H)- 1 14 3 12 S. 3 4 214 <br />NOTES: <br />1. HERE SPECIFIED AS HIGH STRENGTH <br />(H), USE w/ GR. 105 (U.N.O.) IF NO <br />(H), USE GR. 36 MIN. <br />2. IS THE TOTAL ROD LENGTH. <br />3. ASHER SIES ARE MINIMUMS. <br />4. ASHERS AND BASE PLATES TO HAE <br />STD. HOLES. <br />DHOLE DBOLT 116 or DBOLT 1 <br />DHOLE DBOLT 1 or DBOLT 1 <br />HEA HE <br />LEELING NUT <br />STD. ASHER <br />U.N.O. <br />HEA HE NUT <br />HEA HE NUT <br />EMBED. <br />ASHER <br />DBL. HEA <br />HE NUTS <br />STD. ASHER <br />U.N.O. <br />ID <br />E <br />N <br />T <br />I <br />F <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />FO <br />R <br /> <br />E <br />U <br />I <br />. <br /> <br />S <br />U <br />B <br />S <br />T <br />I <br />T <br />U <br />T <br />E <br />THE PURPOSE OF THE SUBSTITUTION TABLE IS TO PROIDE FOR AN EUIALENT <br />FABRICATED ANCHOR ASSEMBL TO THE SIMPSON PAB SPECIFIED IN THE PLANS. <br />REFER TO PLANS FOR SPECIFIED ANCHOR BEFORE USING SUBSTITUTION TABLE. <br />HO TO USE THE SUBSTITUTION TABLE <br />1. IDENTIF THE SPECIFIED ANCHOR IN THE PLAN OR DETAILS. <br />2. LOCATE THE SPECIFIED ANCHOR IN THE FIRST COLUMN OF THE TABLE. USE ONL <br />THIS ENTR. <br />3. IDENTIF THE CORRESPONDING ANCHOR COMPONENTS FOR AN EUIALENT <br />ASSEMBL. <br />4. HERE THE PLANS INDICATE (H), REFER TO TABLE NOTES. <br />PAB SUBSTITUTION SCHEDULE <br />TUBE PER ELE. <br />ANCHOR PER <br />PIER DETAIL <br />NOTE: <br />FOURTH ANCHOR BOLT NOT <br />SHON FOR CLARIT. INSTALL <br />ALL FOUR (4) ANCHORS HERE <br />INDICATED. <br />1716 <br />2' <br />- <br />0 <br /> <br />M <br />I <br />N <br />. <br /> <br />E <br />M <br />B <br />E <br />D <br />. <br />T/ <br />O <br /> <br />A <br />S <br />H <br />E <br />R <br />2 <br />C <br />L <br />R <br />. <br />3 <br />CLR. <br />3 <br />CLR. <br />2'-0 <br />3 CL <br />R <br />. <br />(12) #4 ERT. BARS <br />(2) #4 HOOPS 2 TOP BTM. <br />BALANCE 12 MA. O.C.5' <br />- <br />6 <br /> <br />M <br />I <br />N <br />. <br />NOTE: <br />CONCRETE PIER IS TO BE POURED <br />TIGHT AGAINST UNDISTURBED SOIL. <br />BACFILL IS NOT ACCEPTABLE. <br />NOTE: <br />PIER NOT TO SCALE. <br />USE NOTED DIMENSIONS. <br />NATURAL SOIL <br />(UNDISTURBED) <br />GRADE <br />HDG SIMPSON PAB6-30 (L30) <br />ANCHOR RODS (OR 3/4 ALT. PER <br />SUB. SCHED.) <br />NON-SHRIN GROUT <br />PAD (OPTIONAL) <br />TUBE PER ELE. <br />PL. PER DETAIL <br />112 <br />MA <br />. <br />SLOPE FROM CENTER FOR DRAINAGE <br />(NOT RE'D. w/ GROUT PAD) <br />www.reverenceengineering.com <br />(619) 354-1152 <br />600 B STREET, STE 300 <br />SAN DIEGO, CA 92101 <br />PREPARED FOR: <br />PROJECT #: <br />AGI <br />2511019A <br />RA <br />I <br />S <br />I <br />N <br />G <br /> <br />C <br />A <br />N <br />E <br />' <br />S <br />ME <br />N <br />U <br /> <br />B <br />O <br />A <br />R <br />D <br />13 <br />0 <br />3 <br /> <br />N <br />. <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <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 />6 <br />No:Issue/Revision:Date: <br />----11-17-2025 <br />3 <br />2 <br />1 <br />4 <br />Initial Submittal <br />SHEET TITLE: <br />SHEET: <br />17-Nov-25 <br />STRUCTURAL <br />S.3 <br />Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae <br />witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve. <br />ORIGINAL SHEET SIE: 1117 <br />Li <br />m <br />i <br />t <br />s <br /> <br />o <br /> <br />l <br />i <br />a <br />b <br />i <br />l <br />i <br />t <br /> <br />e <br />t <br />e <br />n <br /> <br />o <br />n <br />l <br /> <br />t <br />o <br /> <br />t <br />e <br /> <br />w <br />o <br />r <br /> <br />e <br />t <br />a <br />i <br />l <br />e <br />, <br /> <br />o <br />r <br /> <br />t <br />e <br /> <br />u <br />a <br />n <br />t <br />i <br />t <br /> <br />o <br /> <br />a <br />s <br />s <br />e <br />m <br />b <br />l <br />i <br />e <br />s <br /> <br />i <br />n <br />i <br />c <br />a <br />t <br />e <br /> <br />( <br />1 <br /> <br />u <br />n <br />l <br />e <br />s <br />s <br /> <br />n <br />o <br />t <br />e <br /> <br />o <br />t <br />e <br />r <br />w <br />i <br />s <br />e <br />) <br />, <br /> <br />a <br />t <br /> <br />t <br />e <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />e <br />c <br />i <br />i <br />e <br />, <br /> <br />a <br />n <br /> <br />b <br /> <br />t <br />e <br /> <br />c <br />l <br />i <br />e <br />n <br />t <br /> <br />l <br />i <br />s <br />t <br />e <br /> <br />u <br />s <br />e <br /> <br />o <br /> <br />t <br />e <br />s <br />e <br /> <br />l <br />a <br />n <br />s <br /> <br />a <br />n <br />/ <br />o <br />r <br /> <br />c <br />o <br />r <br />r <br />e <br />s <br />o <br />n <br />i <br />n <br />g <br /> <br />s <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />c <br />a <br />l <br />c <br />u <br />l <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />i <br />n <br /> <br />v <br />i <br />o <br />l <br />a <br />t <br />i <br />o <br />n <br /> <br />o <br /> <br />e <br />i <br />t <br />e <br />r <br /> <br />v <br />o <br />i <br />s <br /> <br />a <br />l <br />l <br /> <br />l <br />i <br />a <br />b <br />i <br />l <br />i <br />t <br />.