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0 xonct 1 J 0HN S <br /> EQUIPMENT ANCHORAGE �P�oF WAS/f,qy <br /> "4 ti O <br /> PER PLAN sn�u aw ooesxor�st¢r tir ca 61 <br /> 1MB,OMMS4WTT0 SOME 3y EQUIPMENT BY OTHERS ZO <br /> EQUIPMENT ANCHORAGE NOT (SHOWN SCHEMATICALLY)1 w 1. THE ANCHORAGE SPECIFIED HEREIN ' <br /> IS BASED ON OUR UNDERSTANDING (E) BUILDING EXTERIOR �" raezza <br /> 8224 <br /> OF THE INTENDED EQUIPMENT TO EAST WALL ��1ALURAL <br /> ENS\ 1t' <br /> BE INSTALLED, THE QUANTITY AND 1-6 0 <br /> SIZE OF ANCHORAGE SHALL BE <br /> EQUIPMENT 5, ANCHOR W/ VERIFIED WITH EACH SPECIFIC -#5x 012" o c(18) 1" GR. 55 THREADED EQUIPMENT TO CONFIRM -Y4" CHAMFER, TYP. <br /> ROD AND DEWALT PURE 220 EQUPMENTIIY. EQUIPMENT DESIGN 1-6 oL <br /> EPDXY (OR EQUIVALENT). AND BASE PLATE CONNECTIONS W <br /> EMBED 5 <br /> 3'-0"MINIMUM SEPARATION g g <br /> 3/c" ARE BY OTHERS. c 2. ALTERNATIVE ANCHORAGE MAY BE 2 CLR, rN <br /> SUBMITTED FOR FOR REVIEW. <br /> 3. ALL ANCHORAGE SHALL BE -6" TYP W Xi <br /> 14'-6' HOT-DIP GALVANIZED FOR <br /> CORROSION PROTECTION. m F <br /> s a <br /> 3"CLR, <br /> 1'-9'MIN(SEE NOTE 2) TYP. a I GRADE 6• d <br /> Ln <br /> 4 <br /> 2' EQUIPMENT 3, ANCHOR W/ a °O° <br /> LL w N <br /> ui <br /> -` (4) GR. 55 THREADED _ - 9" _ co <br /> ROD AND DEWALT PURE 220 3'CLR, ° 1'-6"MIN. H?- z u a <br /> EPDXY (OR EQUIVALENT). TYP• z w x <br /> 1 i+ EMBED 5" Q 8 (7) #5 BARS AT a• ° • Z sn <br /> TURNDOWN, V <br /> LLI <br /> 1S' Lo <br /> -3" EVENLY SPACED ° w v <br /> Y-7'(SEE NOTE 2) _ _ w <br /> 2'-0' �tJ <br /> 0 <br /> 2-4" - PER PLAN 1�` Q <br /> EQUIPMENT 2, ANCHOR W/ 1 MIN <br /> 3,-6, (4) %" GR. 55 THREADED <br /> ROD AND DEWALT PURE 220 \ z <br /> EPDXY OR EQUIVALENT). <br /> EMBED S SUBGRADE PREP PER Lij <br /> NY-6" 0 3-0 GEOTECH REPORT ---- C <br /> #Sx �� @12' o.c. Ca_ <br /> SAWCUT CONTROL JOINT 1-6 (E) UTILITY LINE. <br /> CONTRACTOR TO VERIFY � <br /> AND PROTECT. <br /> 8'-0' Lu <br /> FOUNDATION SECTION , cn <br /> 15'-3' Lu <br /> DIAGINAL <br /> R EVENLY SPACED VERTICALLY TOP SURFACE OF FLOOR SLAB co <br /> o <br /> SAWCUT OR FORM%Y/4"JOINT 3: co <br /> AND FILL W/FLEXIBLE JOINT TYPICAL REINFORCING PER ui c <br /> #4x o SEALER 2' PLAN O H y ?� <br /> 3-0 J W <br /> EQUIPMENT 4, ANCHOR W/ <br /> - - (8) 1" GR. 55 THREADED CENTERED a d' M >w <br /> 0 M Lu <br /> Lu <br /> B <br /> ROD AND DEWALT PURE 220 "� p IN SLAB w <br /> �I _ EPDXY (OR EQUIVALENT). = <br /> L <br /> m1a-o• <br /> EMBED 5 " <br /> I � 314 J <br /> (SEE NOTE 2) 1 <br /> CHAMFERED WOOD STRIP W/p"WIDTH GALVANIZED 6-0"%"DIA SMOOTH DOWEL 12" Q <br /> O.C.W/BOND BREAKER ON ONE SIDE, � <br /> I V-6' REINFORCING NOTES: AT TOP AND 1%"DEPTH ALTERNATING EACH BAR w <br /> + 1. LAP SPLICES SHALL BE STAGGERED 0 <br /> 3-0' MIN. SUCH THAT NO MORE THAN <br /> MIN #5 BARS 12" 50% OF REINFORCING IS SPLICED Z <br /> AT ANY LOCATION. STAGGER LAPS Q <br /> BY MINIMUM 48". <br /> CENTERED 2. REINFORCING SHALL HAVE MINIMUM CONTROL JOINT DETAIL 2 Zo <br /> 30" LAP SPLICE LENGTHS. SPLICES 53 <br /> 23'-O" SHALL BE CONTACT LAP SPLICES. � <br /> - - - U <br /> Lu <br /> $ 13,0, cq <br /> CONCRETE PAD WITH Z <br /> THICKENED EDGE <br /> f'c = 5000 psi fy = 60,000 psi BAR SPACING 2 6" MIN NOTE: <br /> 1. UNLESS SHOWN OTHERWISE IN THE DRAWINGS, REINFORCING HOOK O_ <br /> DETAIL NOTES: AND LAP SPLICES SHALL BE AS SHOWN IN THESE TABLES. Z <br /> 11'-6" 5'-3' 1. NORTH-SOUTH LOCATION OF PAD IS PER OWNER. DEVELOPMENT AND CLASS B 90' STANDARD 2. "TOP" BARS SHALL BE DEFINED AS HORIZONTAL REINFORCEMENT 0 <br /> E 2. EQUIPMENT LOCATION DIMENSIONS SHOWN ARE LAP SPLICES (INCHES) HOOK (INCHES) 180' PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN <br /> MINIMUM DISTANCE FROM EDGE OF SLAB TO DIAMETER STANDARD THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. ~ <br /> MOST EXTERIOR ANCHOR. FINAL LOCATION PER BAR w Q <br /> SIZE (�') OP HORIZ. HOOK "Y" 3. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL: p <br /> OWNER. IF FINAL LOCATION DIFFERS BY MORE (INCHES) BARS & VERT.1 OTHER HOOK Ldh 3.1. NOT BE LESS THAN HAVE CLEAR COVER NOT LESS THAN <br /> THAN 6", CONSULT EOR. AND STIRRUPS OR TIE THROUGHOUT �' o Z <br /> Ldh NOT LESS THAN THE <br /> — — — — — — - 3'-O CODE MINIMUM OR; w REINFORCING BARS IN TENSION O <br /> (SEE NOTE 2) 3.2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT ILL. <br /> 36 28 10 12 5 LESS THAN 2db AND CLEAR COVER NOT LESS THAN dy. <br /> EQUIPMENT 1, ANCHOR W/ 4. WHERE db = DIAMETER OF REINFORCING BAR AND Ldh = <br /> (6) %" GR. 55 THREADED DEVELOPMENT LENGTH. JOB N.. <br /> 52 ROD AND DEWALT PURE 220 5. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. <br /> 27-6" EPDXY (OR EQUIVALENT). 6. WHEN SPLICING BARS OF DIFFERENT SIZE, THE LENGTH OF THE LAP 2405-0007 <br /> EMBED 5" STRAIGHT 90' STANDARD 180' STANDARD SHALL BE GOVERNED BY THE LARGER DIAMETER BAR. DRAWN CHECKED <br /> BAR HOOK HOOK 7. SPLICES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO FACE <br /> OF CONCRETE WILL BE MAINTAINED. TJC NRW <br /> 0 8. SPLICES SHALL BE STAGGERED TO GIVE MIN. 12" CLEAR BETWEEN <br /> EXISTING BUILDING ASSUMED BELOW-GRADE "Ld'DEVELOPMENT ENDS OF ADJACENT SPLICES, IF BARS ARE SPACED CLOSER THAN 6" DATE 02/25/2025 <br /> UTILITY, CONTRACTOR TO LENGTH Ldh Ldn OR 6 BAR DIAMETERS. <br /> EXTERIOR WALL VERIFY IN FIELD AND PROTECT SAWCUT CONTROL JOINT _ REVISIONS <br /> DURING CONSTRUCTION <br /> N <br /> EQUIPMENT PAD GENERAL PLAN "HOOK• <br /> REBAR LAP DETAIL s SHEET <br /> o S3 of 3 <br /> 7J26I20254:08:61 PM <br />