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I I I I I L I_ 1 I I 11 II 1 <br />1 I 2 I 3 I 4 5 <br />0 <br />A <br />EXISTING TRANSFORMERS, SEE - <br />ELECTRICAL DRAWINGS; PROVIDE <br />EXCAVATION SUPPORT WHERE <br />NEEDED FOR ADJACENT WALL <br />FOOTING <br />CONDENSING UNITS, SEE MECHANICAL <br />L' f DRAWINGS, ON CONCRETE PADS PER <br />' 4/S 122 <br />1 —— —— —— <br />:. <br />_oF17I, <br />6'-0" WIDE FOOTING, SEE 2/S122 <br />12" CMU WALL REINFORCED — <br />w/ #6 AT 16" OC VERTICAL <br />ABOVE <br />7 6 <br />EA. END <br />S122 S122 <br />SIDEWALK / PAD, SEE <br />ARCH & CIVIL DWGS <br />TC-1 EACH SIDE <br />OF OPENING <br />OF P i 6 <br />HAND S122 <br />PROVIDE DOWELS INTO EXISTING <br />FOOTING TO MATCH CONTINUOUS <br />FOOTING REINFORCEMENT; DRILL & <br />SET 6" INTO EXISTING CONCRETE w/ <br />I <br />HILTI HIT-HY200 EPDXY <br />2 <br />S122 <br />EXISTING 8'-0"x8'-0"x1'-9" THICK --� <br />FOOTING, -1'-0" BELOW <br />-L <br />EXISTING BUILDING SLAB: <br />FIELD VERIFY & COORDINATE <br />w/ NEW FOOTING FOR SCREEN <br />WALL <br />1 <br />I <br />EXISTING CONCRETE <br />COLUMN <br />I <br />29 <br />2 ° <br />Srj 1 <br />1'-01, <br />_ _ I OUTLINE OF EXISTING BUILDING TO <br />— — — —- -- --! REMAIN <br />I <br />i OUTSIDE AIR INTAKE, SEE MECHANICAL <br />_ DRAWINGS <br />I I <br />a a 4a- <br />NEW CONCRETE PAD, SEE 5/S122 <br />�a <br />I , <br />° I I <br />I � a° • <° �. r a i 5 1 I <br />n AHU-1 (9,500 LBS. MAX), SEE MECHANICAL <br />- S122 DRAWINGS FOR ADDITIONAL INFORMATION <br />la an , <br />°l — ——— —— <br />1 I I <br />a I� FIELD -VERIFY CONSTRUCTION TYPE OF <br />WALL & PROVIDE INFO TO TLC PRIOR TO <br />a CUTTING NEW OPENING FOR DUCT <br />(ABOVE); DO NOT CUT OPENING WITHOUT <br />b a - - DIRECTION FROM TLC ENGINEERING <br />5 <br />S122 a <br />EXISTING 2'-0"WIDE x 1'-0" <br />THICK WALL FOOTING, 4-0" <br />BELOW EXISTING BUILDING <br />SLAB, F.V. L <br />NOTE: <br />FIELD -LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF <br />THE FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY <br />CONFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. <br />EQUIPMENT YARD PARTIAL FOUNDATION PLAN <br />1/4" = 1'-011 <br />0 <br />04 <br />12" CMU REINFORCED <br />w/ #6 AT 16" OC IN <br />GROUTED CELLS, <br />CENTERED IN WALL <br />CD Z <br />6 #5 CONT TOP AND <br />BOTTOM <br />—III- <br />EQUAL —I <br />TERMINATE BARS WITH STANDARD <br />HOOK IN KNOCK -OUT COURSE <br />(2) KNOCK -OUT COURSES W/ 245 <br />CONTINUOUS BARS; PROVIDE <br />CORNER DOWELS AT WALL RETURN <br />TO MATCH CONTINUOUS <br />REINFORCEMENT AND LAP 30 BAR <br />DIAMETERS MINIMUM EACH LEG <br />LAP VERTICAL BARS WITH FOOTING <br />DOWELS T-0" MINIMUM, TYPICAL <br />DOWELS TO MATCH & LAP <br />VERTICAL REINFORCEMENT, <br />w/STANDARD HOOK <br />- U <br />EQUAL `N <br />T/FTG TO MATCH <br />EXISTING (F.V.) <br />1'-0" MIN BELOW <br />GRADE <br />3" CLR <br />- #6 AT 12" OC TOP AND <br />BOTTOM <br />6'-0" <br />NOTE: <br />FIELD -LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF <br />THE FOOTING AND NOTIFY TLC IMMEDIATELY OF ANY <br />CONFLICTS SO THAT SOLUTIONS MAY BE DEVELOPED. <br />2 TYPICAL SCREEN WALL SECTION <br />S 122 3/4" = 1'-0" <br />6" T <br />GRADE, SEE ARCH & CIVIL <br />CID I <br />I777 <br />LIMITS OF <br />1 EQUIPMENT <br />U <br />M <br />' o <br />r- <br />#6 BOT EW @ 12" OC <br />5 AHU-1 EQUIPMENT SUPPORT PAD <br />S 122 3/4" = 1'-0" <br />NOTE: <br />CONCRETE COLUMNS MAY <br />BE OVER POURED TO SUIT <br />BLOCK COURSING. SIZES <br />SHOWN ARE FOR MIN'S <br />REQUIRED AND FOR <br />COLUMN TIES (CAGES) <br />TURN 1/2 BLOCK ON <br />EDGE EVERY 2nd. <br />COURSE (TYP.) <br />DOWELS TO MATCH THAT <br />OF COLUMN REINFORCING <br />W/(2)-#3 TEMP. TIES (TYP.) <br />CONC. COL. <br />EXTEND TC TO BOTTOM <br />I KNOCK -OUT COURSES <br />II II ENTRY, <br />TSEE ARCH 1' - 4" <br />II a II <br />g4L-.--4 00 <br />4 #6 VERTS #3T @ 8 <br />T/FOOTING I I I I TC-1 <br />SEE PLAN <br />CAST -IN -PLACE CONCRETE STANDARD 90° HOOK. (TYP.) <br />FTG SEE PLAN FOR SIZE AND <br />REINF'G. (TYP.) <br />6 TIE COLUMN TC-1 DETAIL <br />S 122 3/4" =1'-0" <br />DRILL & EPDXY #4 <br />DOWELS X 16" LONG @ z <br />32" INTO EXIST. SLAB I-_ <br />Lz <br />4" CONC. SLAB W/ ONE LAYER W <br />6X6 - W1.4XW1.4 W.W.F. U <br />H <br />EXIST. CONC. SLAB Q <br />b <br />MIN 15 MIL VAPOR BARRIER, <br />LAP WITH EXISTING & TAPE <br />Q° ALL SEAMS <br />COMPACTED FILL OR <br />STONE <br />3 TYPICAL S.O.G. INFILL/REPAIR <br />S 122 3/4" =1'-0" <br />NOTE: <br />AT KITCHEN (REF ARCHITECTURAL AND PLUMBING <br />SHEETS FOR EXTENT AND LOCATIONS OF <br />DEMO/REPAIR) PROVIDE 1/8" WIDE BY 1" DEEP <br />SAWCUT CONTROL JOINTS AT MAXIMUM 12' OC, <br />EACH WAY. <br />6" TYP <br />LIMITS OF <br />GRADE, SEE ARCH & CIVIL EQUIPMENT <br />zo <br />N. <br />a 11 an co <br />' U <br />#4 BOT EW @ 12" OC <br />8" <br />4 TYP CONDENSER SUPPORT PAD <br />S 122 3/4" =1'4" <br />rnnlr� rn1 <br />CINIMT, <br />SEE ARCH <br />TIE COLUMN EXTENDS TO <br />UNDERSIDE OF KNOCK -OUT <br />COURSES SHOWN IN 2/S122 <br />REINFORCED CMU WALL, <br />SEE 2/S122 <br />RS&H <br />1715 N. Westshore Blvd., Suite 600 <br />Tampa„ Florida 33607-3999 <br />904-256-2500 Fax 904-256-2503 <br />www.rsandh.com <br />FL Cert. Nos. AAC001886 * IB26000956 <br />5620 * LCC000210 * GB238 <br />`TLC <br />ENGINEERING <br />S0LUT10NS;;, <br />255 S. Orange Avenue <br />Suite 1600 <br />Orlando, FL 32801 <br />P 407.841.9050 <br />www.tic-engineers.com <br />COA 15 <br />0 Copyright 2019 TLC Engineering Solutions, Inc. <br />TLC Project No.: 119333 <br />THINK. LISTEN. CREATE. <br />PROJECT TITLE: <br />KITCHEN RENOVATION <br />ADVENT HEALTH ZEPHYRHILLS <br />PROJECT ADDRESS: <br />7050 Gall Blvd Zephyrhills, A 33541 <br />James R. Mitchell, P.E. <br />State of Florida <br />Professional Engineer <br />License No. 66911 <br />his item has been electronically signed <br />and sealed by the individual named above, <br />sing a dated Digital Signature in the spac <br />N <br />elow, per F.A.C. Rule <br />1G15-23.004. Printed copies of this <br />ocument are not considered signed and <br />c <br />Baled, and the signature must be verified <br />c <br />n any electronic copies.04 <br />e i <br />� RcEM/F.y�� <br />P = <br />0 <br />No. 66911 •. = Digitally signed by James R Mitchell <br />DN: CN=James R Mitchell, <br />_ * - OU=A01427E00000169C9FDEC4500000D6C, <br />$l TE OF .�� <br />Z <br />Date: 2 20.03.2517S4!06-0400-US <br />U <br />a <br />REVISIONS <br />LINTEL: <br />8" DEEP x 11 5/8" WIDE <br />CONCRETE BEAM w/ 2 #5 TOP <br />AND BOTTOM & #3 CLOSED <br />STIRRUPS AT 6" OC STARTING <br />2" MAX FROM EACH END <br />PROVIDE 900 STANDARD <br />HOOK, EACH END, TOP AND <br />BOTTOM BARS <br />TIE COLUMN TC-1 REFER <br />TO 6/S 122 <br />7 TIE COLUMN TC-1 TO LINTEL BEAM <br />S 122 3/4" =1'-0" <br />U 1' Z' S 4' <br />3/4" <br />0 2' 4' 8' 12' <br />1/4" = 1'-0" <br />5 <br />NO. DESCRIPTION DATE <br />DATE ISSUED: 03/20/2020 <br />REVIEWED BY: JRM <br />DRAWN BY: BAS <br />DESIGNED BY: BMM, JFS <br />PROJECT NUMBER: <br />504-0226-000 <br />0 2019 RS&H, INC. <br />SHEET TITLE: <br />MECHANICAL YARD <br />AND FOUNDATION <br />DETAILS <br />SHEET ID: <br />S122 <br />PROJECT STATUS: <br />CONSTRUCTION <br />DOCUMENTS <br />Copyright C 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the <br />expressed written consent of this corporation is prohibited. All rights reserved. <br />4 <br />