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EXISTING WALL <br />D <br />3 SIDES <br />TYP>___F <br />BASEPLATE <br />f"x7"xV-6"W/(2) <br />1Y6" HOLES FOR (2) %" <br />ANCHOR BOLTS <br />✓D <br />fY'1 <br />LD <br />z <br />w <br />Q a- <br />J O <br />V J <br />O Q <br />1 3 <br />w <br />z <br />1'-101, <br />REF <br />HSIS12 COLUMN & PLATE <br />9/1/2,< 3" I 1'-11Y2„ <br />MIN <br />001 <br />o PRE -MOLDED EXPANSION <br />JOINT, TYP <br />f <br />NEW UNREINFORCED <br />CONCRETE APRON, AS <br />REQUIRED, TYP <br />HSS12 COLUMN <br />& PLATE <br />9y <br />HSS12x6x%"COLUMN <br />WITH BASEPLATE <br />9" I 9" 3/" x 7" x V-6" <br />(BLDG EXTERIOR) (2) %"O ANCHOR BOLTS <br />I I <br />I I I <br />Il i I i PRE -MOLDED EXPANSION <br />JOINT, TYP <br />TOP OF FINISH FLOOR <br />i� II I <br />' I q <br />G <br />C <br />-1 v 1 <br />1= �i VAPOR BARRIER, TYP <br />4" #57 STONE, TYP <br />(8) #8 VERTICAL BARS, <br />d EVENLY SPACED <br />;x \A <br />d <br />�XG A <br />� G� , (14) #4 DOWELS <br />7 <br />G /\\\ \ I] <br />P q <br />/// T I SHEET <br />d / /, \ <br />EMBED 1'-9" I 3" CLR <br />/, <br />TYP ° A TYP\ <br />h <br />A <br />o °dK \ \ <br />q o X <br />d° <br />A \X/A <br />^ <br />R ° /,\if\ <br />— -- -- P ° f //f <br />Aw <br />Q <br />//xj\ <br />V-2" 101, <br />EXISTING WALL <br />(8) #8 VERTICAL BARS, <br />EVENLY SPACED <br />(14) #4 DOWELS <br />SECTION D <br />SCALE. 1-1/2" = V-0" 2160040-S102 <br />HSS12 COLUMN, <br />PLATE, & PIER <br />V-0" MIN 1'-0" 1'-01, <br />TYP <br />3y„ I HSS12x6x%" COLUMN <br />WITH BASEPLATE <br />4" x 7" x 1'4" <br />(2) %" O ANCHOR BOLTS I <br />cr <br />z <br />PRE -MOLDED EXPANSION I I I <br />JOINT, TYP o I I <br />TOP OF FINISH FLOOR i i <br />0 <br />G a o °iv V a <br />a <br />n <br />e q <br />#8 VERTICAL BARS <br />P <br />p / q �° (14) #4 DOWELS <br />G \° <br />/X/,, A <br />° <br />�\/� e /� <br />j�� j <br />\ C \\ <br />j /\ \ <br />\ ° <br />ILI <br />//\% ° / f <br />I <br />\\ \ <br />ZA <br />° \ <br />° <br />G \ <br />3" CLR <br />TYP <br />2'-0" <br />CONCRETE PIER <br />(TYPICAL PIER DETAIL) <br />DETAIL ri"*� <br />SCALE: 1-1/2" = V-0" 2160040-S101 <br />ANO q � 'Professional Certification. I hereby certify that these <br />GE NSF (9���i documents by that <br />were prepared or approved me, and <br />S O I am a duly licensed professional engineer under the <br />No. 90224 Z <br />C. <br />laws of the <br />s <br />State of Florida, License No. 90224 <br />JAPPRDATEDRAWING <br />1 <br />REVISED SECTION D <br />CDC <br />01/29/21 <br />F O <br />NAJ . ���\ Expiration Date: 2-08-23 <br />0 <br />ISSUE FOR CONSTRUCTION <br />CDC <br />01/22/21 <br />oll�IflEI <br />REV, <br />DESCRIPTION <br />DRWN <br />APPR <br />DATE <br />REV. <br />DESCRIPTION <br />DRWN <br />NO, <br />REFERENCE DRAWING <br />Y" MAXIMUM x 1}2" DEEP SAW DISCONTINUE TOP LAYER OF <br />CUT JOINT, FILL WITH SIKAFLEX REINFORCING AT CONTROL JOINT <br />PRO-3 SL OR APPROVED EQUAL <br />TOP OF FINISH FLOOR <br />EL 84.67' <br />° ° a <br />-q <br />VAPOR BARRIER j — <br />I 4" #57 STONE <br />cr <br />W <br />(TYPICAL CONTROL JOINT) <br />SECTION E <br />SCALE: 1-1/2" = V-0" 2160040-S100 <br />TOP OF FINISH FLOOR <br />EL 84,67' <br />COLD JOINT, TYP <br />EXISTING FLOOR SLAB <br />TOP OF FINISH FLOOR <br />EL 84.67' <br />c <br />z <br />Q <br />J <br />d <br />W z <br />NEW OR EXISTING FLOOR SLAB <br />nnr ­1 nrn rvn • sirinkf <br />#5 (la 12" EW, <br />TOP & BOTTOM <br />IIIIII1 l i / I j1 I I -I I I�� ill=1 11= <br />`/ <br />VAPOR BARRIER _ 1 _ 4" #57 STONE <br />IIII=-II <br />(TYPICAL SECTION AT EXISTING FLOOR SLAB) <br />SECTION F <br />SCALE: 1-1/2" = V-0" 2160040-S100 <br />EXISTING FLOOR SLAB <br />#5 DOWELS (i1a 2'-0" SPACING, DRILLED #5 C) 12" EW, <br />INTO EXISTING CONCRETE PAD, SET TOP & BOTTOM <br />USING HILTI HIT -RE 500 V3 EPDXY, <br />6" MIN EMBEDMENT, 6" PROJECTION <br />,G- C <br />el <br />° p a <br />° <br />VAPOR BARRIER ! 1 — 4" #57 STONE <br />,Ij i <br />(TYPICAL SECTION AT EXISTING 10" SLAB) <br />SECTION rG_�� <br />SCALE: 1-1/2" = V-0" 2160040-S100 <br />#5 0 12" EW <br />VAPOR BARRIER <br />4" #57 STONE <br />SAND <br />CPVC PIPE (SEE PLAN) <br />BEDDING <br />(TYPICAL SECTION AT <br />NEW DRAIN LINE) <br />SECTION <br />H <br />SCALE- 1-1/2" = V-0" <br />2160040-5100 <br />DRAWN DATE <br />CDC 01/22/21 <br />CHECKED DATE <br />41— <br />DBC 01/22/21 <br />SUPERVISOR DATE <br />ALLIANCE <br />AJD 01/22/21 <br />Baltimore, MD Newport News, VA <br />(410)636-9555 (757)599-3300 <br />PROJECT ENGINEER DATE <br />LAS 01/22/21 <br />Richmond, (804)275-140000 <br />OWNERS APPROVAL DATE <br />GENERAL NOTES <br />1. FOR GENERAL NOTES, SEE DRAWINGS 2160040-SO01 & 2160040-S002. <br />Q <br />G <br />° <br />_ <br />a <br />� <br />p <br />� <br />Q <br />U <br />° <br />