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—j <br />w <br />z <br />Q <br />d <br />J <br />Q <br />' 3 <br />00 <br />tD <br />z <br />V) <br />x <br />w <br />1 2 <br />28'-4" <br />REF REF <br />29'-4%" <br />REF <br />A <br />- 2160040-S101 <br />! <br />I <br />INSIDE FACE OF 14'-6"± 24'-0"± <br />EXISTING BUILDINGI EXISTING 10" THICK FOUNDATION <br />I i <br />' I I <br />F-- - --- - --- ------ - - - - - - - - <br />- <br />n 4 <br />a G <br />,j! <br />I Ga <br />n 4 o <br />G A C <br />3'-6' 5'-1Y2 ° 14'-10) ," <br />d <br />° G a n <br />i - 4 41 <br />° G <br />41 4 <br />G ° <br />I <br />° a WORK POINT n 1 ° ! <br />- d41 <br />a' d n;l i °—�ILL <br />1 <br />i d li I[ <br />4— a — — —-- — <br />71 <br />LL <br />4 <br />° <br />d <br />i <br />a a ill <br />G d ? <br />a III <br />III <br />n <br />a III <br />4 it <br />° �I <br />1 d n G <br />f <br />d 6 _ <br />INV EL -1.71' 4 <br />n ° 4 <br />G <br />a <br />? ° <br />02 F D , 4 I ° a 1 ` a ° -0 <br />tt <br />H INV EL -1 69` ?. ea G <br />a c <br />v ° a 2160040-S102 <br />l I 2 60040-S102 1 I a <br />n, i CJ' QI T ° <br />L z ETYP FD 2 <br />Q a f <br />i• <br />1 <br />510 040-2 °L- <br />I 21-10y <br />y <br />! <br />- <br />-- 1- ICJ - 1 — - - - - - - — - --- - <br />.. � 2 6 040 S10 2� <br />� � � • �: f�2.16;4040=5 402 `^ I '�• � � � I= y�f � <br />f 17 -8 I <br />-g" NEW EQUIPMENT, TYP <br />1 NEW 10" THICK SLAB fe> ! <br />fit' F /- - <br />o <br />o CJf' 2160040-S102 <br />90 <br />I.' Ir NEW 10" THICK SLAB. TOP OF FINISH FLOOR <br />f" bi EL $4.67' <br />Ci F <br />gY2�, 3 I I- 2 040 S102 <br />Pr~ <br />- L <br />30'-01, <br />REF <br />I <br />! I <br />0 <br />i <br />ac> <br />EXISTING SLAB o <br />CONTROL JOINT, TYP. <br />j 1 Y CJ <br />' 3 \ 2 FD o <br />21b0040 S102_ 2160040-S102 <br />,q <br />`A T ;CJ ; ° °iLn <br />J <br />.,,..il INV EL -1.96' d` q ja j .: <br />4 <br />I <br />° 1 <br />CJ L• I ° G d n 4° ° G a I <br />Ln <br />1 <br />00 <br />LD <br />z <br />z <br />w <br />a <br />O <br />J <br />Q <br />3 <br />3 <br />w <br />z <br />! _ <br />i 4 <br />?" A <br />H- <br />jz 2 6 040-S102 LI d <br />CJ��, a q d <br />INV EL -2.06 1 <br />w d-Z,d <br />a a 4" SAN a <br />n <br />INV EL -2.35' ° a <br />/ — <br />_? a c! ° n 4 ° <br />b <br />? ° 4 G 4 <br />q <br />I q <br />a <br />3'-6" 4'-0" d� ° 12'-8y„ l 33)/„ n a 4a <br />? 4 '4 G d� <br />? a a <br />d J <br />NEW OVERHEAD <br />? COILING DOOR ° a al d a d d <br />4� a ' <br />n <br />I' <br />II 22'-7"± <br />I <br />EXISTING 10" THICK FOUNDATION <br />SLAB AND WALL FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />I <br />J --- <br />? I <br />II I <br />i <br />o i <br />� <br />I <br />Q <br />i <br />Z: <br />I I <br />O <br />o <br />v <br />I <br />= <br />N <br />r <br />! <br />p <br />LV <br />z <br />V) <br />x <br />w <br />I <br />i I <br />i I <br />! I <br />1 <br />! I <br />I' I <br />i ! <br />! <br />I <br />? I <br />! <br />I <br />I <br />i ! <br />I <br />z!y <br />i{ <br />tion. I hereby certify that these <br />EN SFGC9A documents ared by that <br />were preponal <br />or approved me, and <br />No gp224 d : I am a duly licensed professional engineer under the <br />* * * laws of the <br />State of Florida, License No. 90224 <br />/��A o� \\\\ ExpirationDate: 2-08-23 <br />AI} 9t <br />/ <br />1 <br />REVISED DRAIN LINE ROUTING <br />CDC <br />01/29121 <br />0 <br />ISSUE FOR CONSTRUCTION <br />CDC <br />01/22/21 <br />REV. <br />DESCRIPTION <br />DRWN <br />APPR <br />DATE <br />REV. <br />DESCRIPTION <br />DRWN <br />APPR <br />DATE <br />DRAWING NO. <br />REFERENCE DRAWING <br />DRAWN DATE <br />CDC 01/22/21 <br />CHECKED DATE <br />DBC 01/22/21 <br />4A— <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, VA <br />(804)275-1400 <br />OWNERS APPROVAL DATE <br />AREA OF WORK <br />GENERAL NOTES <br />1. FOR GENERAL NOTES, SEE DRAWINGS 2160040-SO01 & 2160040-SO02, <br />2. NEW CONCRETE SLAB SHALL BE 6" THICK, UNLESS NOTED OTHERWISE. <br />F-1 SHEET SPECIFIC NOTES <br />1. FIELD VERIFY INVERT AT EXISTING SANITARY SEWER LINE, ROTATE NEW WYE TO MATCH. <br />2. SEE DETAIL 1 ON DRAWING 2160040-S101 FOR FLOOR DRAIN. <br />3. NEW HSS12x6x% COLUMN, SEE DRAWING 2160040-S101 FOR DETAILS. <br />4. (2) NEW HSS12x6x% HEADERS, ONE HIGHER THAN CONDUIT AND ONE AT DOOR CAN, SEE DRAWING <br />2160040-S101 FOR DETAILS. <br />KEY PLAN <br />SCALE: 1/128" = V-0" <br />