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HomeMy WebLinkAboutREVISION GROUND FLOOR PLAN24'-6" i E0'-6 " +O. T.L. CONIC. SLAB o I OD I of D pJ a- O N 1 EL. +0'-0" T.O. CONC. SLAB BOLLARD TYP, ® 101-0" O.C. SEE DETAIL A5/5.03 B.1 -10'-5" w O J (N I v 20 8" O O O IFIL Cop 2 '" C.1 i - " -o2a'-o24-0 D.1 '" _ _ _ 241- " y- I 24 -0 25 -0 • 1 -_ • L • J • • • « --- -I 26'-2" • 1 --8 •1 -4Y • • �461-10 I EL. O,_8., T.O. CONC. SLAB 35 33 34 f .. ---- -- - --. ' ---j to .I« '- -. — --- ---- — - V L_J ti�1.+71-10" • 3T-9" 6" 2'-1. a 4 n rnn — --- - - — O o I DEL. -0'-4" TKO CONC. SLAB 14'-2" Be T _ I CURB ril OOQF.i lJ I 0 A F.D. i, I II .0. CONIC. CURB -8 �I E� _ _ SLOPE - V) T.O. CONIC. CURB ❑ ❑ T.O. CONIC. CURB • o EL. +3'-0" EL. +0'-0" N EL. HI a+El T.O CONIC. SLAB T.O. CONIC. SLAB to TC. CURB T.O. CONIC. SLAB CCA-001 Of ACC-001 ELF+V 8 CCA-006 EL. +0'-0" EL. -0' 4' - T.O�CONC. CURB _ EL. -0'-4" EL�+1 8 �T.O. CONIC. SLAB TT CONI S AB SLOPE T C. SLAB T.p N'C. CURB SLOPE SLOPE - 8" 511" - _ _ _ 6" I 38'-3" __ 6"� 0" 18'- 4" EL. +0,_Oa _ 19 M 141'-9" �._�r clnlz-} - f ---- -.. M ` ---- __ EL.+O'0' 1 ® 1 • _' ® TCONC. SLAB F.D. DA AA. F.D. CD F.D. F.D, - A TIC. SLAB,1 QA A 17 ❑ ❑ • • SLOPE - 18 ------ - --T H— L.- - SLOPE -, T.O. CONIC. SLAB T.O. CONC. CURB 0 Sl, LUCIE rOUNN 1 P WN BEVIE`N ELD c DA ' DATV'�/; PWMB DPII 1- MEC".71= DATE' -0. EL. +0'-01, TCONC. SLAB DEEP TRENCH 6 I 0 • E L.--4 F,D. ■ ■ T.O. CONIC. SLAB ®� = 16 2'-8" rDE DEEP Sao, CCA-002 TRENCH 1 tl N 1tl Y 1Y1 N 1Y Y 1 124 9 6 -1 -1 6 9 -1 21 -0 8 19 - 6 6 59 • DoNoB Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "MAIN BUILDING" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. G7 3901 NW 115th AVE DORAL FL 33178 305.888.2623 DNB PROJECT NUMBER q q 07-120a y OWNER'S PROJECT NUMBER ISSUED FOR: CONFORM SET TYPE OF DOCS: CONSTRUCTION - DOCUMENTS No. DATE REVISION BY © 2-28-08 OWN RB 2 5-14-08 BUILD COMIV RB 3 6-11-08 BUILD COMN RB A 8-28-08 CONFORMS T RB HCA-oo3 ■ THESE PLANS AND ALL PROPOSED WOK o 8 -6" --- SLOPE AND SUBJECT TO ANY CCSRRECTION a. — M 1—Q __. - - • F.D. o 6D. o - -R M lllR€EBY BE E EARYDa. IN NPECT�R TO F.D. �I - o o'I —DRAWN BY: APPROVED BY: a c ® N J J _COMPLY WITH ALL APPLICABLE COD 08 " R.B. F.D. TI) +1_B 0 O. CON CURB ■ 09 v • DATE: SCALE: ECA-002 O ELF+O'-0" • ELF+p'_0" V N N ■ E' RECTIFIER 4 3" N T.O. C' NC, SLAB T.O�CONIC. SLAB ROOM TRANSFORMER" •' 01.31.08 AS SHOWN AREA " CONSULTANTS: ��EL. -0'-3" F,- T.O. CONIC. SLAB EL. +0'-0" I 1A 1A _8 -6 15 s- Tom, CpNG SLAB O D1. „ Conve & AVS Inc. EL. +0' 4" ®� SLOPE T. ONC. SLAB a. T.O+CO C: URB � � • � � co SLOPE SL�PE mfiel rvami eadau od a, sa6a aoae EL. +0'-8" N Mieml, Florida, 33176-USA T I SLAB 2 / F, D. AA 1A3.01 F,D, A ,i------- ---- -------�♦ E YY— — •1 ..{-- — Il �Ji-IJr Tl� — — �I — — ® — — — — �. n s 1A - ,'� RII� _ --- ' - -A T.O. C, N SLAB -L AIR # 1 - L J `� - T j s l _ I SLOPE c-4' 5 -0" /� • I = II 1 • 1n DEEP PIT - � 1l 1 8 rrT1'I'rrr1�-rrrr 0 O 7 L2J -1 12l 1 Adolfo J. Gonzalez, P.E. � ' cO SLOPE I 1 , EL. G SLAB 1 SLOPE EL. + �_� STATE 050OF ComIDASTRUCT 00 Miami, ENGINEER 31 58620 - - - I 2050 Corel Way. Suite 400 Miami, Florida 33145 E +S EL.+o'-o" 1 �L ' 1 T.O. O C. SLA Phone: (305) 856-B935 Fax: (305)856-8936 1 T.O. CONIC. CURB TC. SLAB �� - 4 _ 1 , - 1 E 07 �• _ 0 01 04 1 O ® I T.O. CONC. SLAB MAIN ELECTRICAL0. 1 �' O EL. -0'-3" Q' UP, QUALITY CONTROL = I W) F,D. ` 1 ROOM to T.O. CONIC. SLAB F -D , 2 CONTR�OOM ROOM 1 "+ j N 1 1 N J k " A T-1 3 -9 EL. HI 8' - i E�. +0_-8„ i 1 1 T.O C. SLAB T.O. CURB STAIR # 21 T.O. CONC. SLAB 1 1 - --- - O 1 I 1 • SEAL/SIGNATURE --- - - O 31 2 1 ! 10 11 ; 2 2 1' 8"I 12'-6"Elp 077 38'-2" EL. +5'-I T ON CURB OI a0--�....._ 32 1 ` �l i+) 1 IM - SLOPE 1 22 ` ---------------A--_--9— , CDO O� � r • � --- - ;-tom ---------------- ----- �� \ 10 -0 • 1.10 6'-2" 6'-B" T-0" _ 10_'-0" FRANCILIS . DOMOND, R.A. Q f— 6'-10" BOLLARD TYP. ®10'-0" 6'-0" 14'-0" 5'-0" _ - / T - AR - 93304 BOLLARD TYP, � ) f _ / 71'-8" O.C, SEE DETAIL A5/5.03 � 54'-8" � 20'-6" � 43'-0" 3 -This drawing Is the property o 1.10 DNB Design Group and is not 1 to be reproduced or copied in whole or part. It is not to be A3.01 used on any other project and is to be returned on request. COPYRIGHT © 2006 LEGEND ACA-001: ACID CONTAINMENT AREA CCA-001: CAUSTIC CONTAINMENT AREA CCA-002: CAUSTIC CONTAINMENT AREA CCA-006: CAUSTIC CONTAINMENT AREA ECA-002: EFLUENT CONTAINMENT AREA HCA-003: HYPOCHLORITE CONTAINMENT AREA SHEET TITLE GROUND FLOOR PLAN GROUND FLOOR PLAN Z 0 B. 16' 32' I_ SCALE: 1/8" = V-0" SHEET NUMBER A-1.01