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PROVIDE #5 DOWEL - EPDXY <br />PROVIDE #4 REBAR, MAX. 18" ON COATED, 12" ON CENTER <br />STAGGERED W/MIN. 9" <br />CENTER ENTIRE LENGTH OF TRENCH. �." <br />° ..EMBEDMENT INTO EXISTING <br />SOIL TREATMENT IN AREA OF TRENCH CONCRETE SLAB <br />• �� � @ ". III ° IN It •" <br />PER LATEST ADOPTED LOCAL <br />BUILDING CODE W/ WELL COMPACTED <br />+` �, r , 0O G EXISTING CONCRETE <br />APPROVED BACKFILL MATERIAL' + . e,.�', , O= <br />• ®� . ` ...s . °.. SLAB -ON -GRADE <br />EXISTING CONCRETE • <br />SLAB -ON -GRADE ,, .� .*.�,`eeG . ,. <br />�2 <br />9 MIN <br />y� • • ,"a, , ., A^ . ,„� r r, r r �-�---�r•--ri 1.75"A h/I I N. <br />r� <br />g <br />to <br />.r ! ! �» <br />GC SHALL NOTIFY ENGINEER OF RECORD <br />00 <br />; .°• .• <br />.. <br />��ir <br />�f' <br />3p NfIPL <br />a <br />IF SCOPE OF WORK REQUIRES WIDER <br />' yK? <br />�,h, <br />M"on ^gym�ila°IIII <br />TRENCH OR IF OTHER FLOOR SYSTEMS <br />(E.G. THICKENED EDGE, GRADE BEAMS <br />" <br />111"i���^ <br />WITH PIERS, POST TENSION, ETC.) ARE <br />"�"� <br />^" <br />' `" <br />ENCOUNTERED <br />PROVIDE VAPOR 3 EQ EQ - <br />BARRIER, 15 MIL MIN. MAX. MAX. <br />18" O.C. 18" O.C. <br />36" MAX. TRENCH <br />EXISTING CONCRETE <br />. ••n , <br />•. <br />'_• . • � <br />�, - <br />SLAB -ON -GRADE <br />°' ` s, <br />r .• <br />mm <br />Ipl^.,. <br />^NI•: . <br />u4� i. <br />IW,Id <br />t <br />•�• • , <br />IN <br />+ <br />°• tlllx <br />:r'.' <br />; F <br />IIII , <br />,.. • <br />• <br />•...� <br />III <br />FILL TRENCH WITH MIN, <br />° :• .. f".,; :; , s <br />am".I^, <br />a•.. <br />4,000 PSI CONCRETE <br />',E-XI�Tlmq SLAB <br />`: : ' .' <br />�•.� <br />T <br />EXISTING CONCRETE <br />a� �, <br />"THIqKNE$S <br />-. <br />i. <br />.',tra ••• '.::• • +• <br />•;. <br />II <br />• <br />III <br />SLAB -ON -GRADE <br />� "� <br />• <br />� <br />��'���.. ♦ �'Yo���'.iR\• �� <br />� <br />, \ •`,�'h�":�i x��^\. 94. i. �.. ik �' AI� a�•�' ^,"�46� ", MUIWII ��� � L + <br />� 1� . <br />INTERIOR SLAB -ON -GRADE CONCRETE RESTORATION DETAIL SCALE 1 <br />N.T.S. <br />BALL VALVE (TYP) CHECK VALVE (TYP) <br />HOT WATER PIPING ABOVE CEILING. <br />THERMOSTATIC MIXING VALVE (TMV-1) CERTIFIED TO-I/�-�� REFER TO FLOOR PLANS FOR PIPE <br />MEET ASSE 1070. SET OUTLET TEMPERATURE TO 1050 SIZING AND ROUTING. <br />OR AS DIRECTED BY OWNER PERSONNEL I �i innnni <br />NOTES <br />1. THIS PIPING ARRANGEMENT IS FOR A <br />SINGLE HAND -WASHING FIXTURE <br />WITH MIXING VALVE ABOVE CEILING. <br />2. FOR A SINGLE MIXING VALVE TO <br />SERVE MULTIPLE HAND -WASHING <br />FIXTURES, REFER TO FLOOR PLANS <br />FOR PIPING SIZING AND <br />ARRANGEMENT. MIXING VALVE <br />SHALL BE SIZED AND RATED FOR THE <br />TOTAL FLOW RATE REQUIRED BY THE <br />NUMBER OF FIXTURES CONNECTED <br />TO THAT PARTICULAR MIXING VALVE. <br />3. FOR COUNTERTOP FIXTURES WITH <br />CASEWORK BELOW, IT IS <br />ACCEPTABLE TO LOCATE THE MIXING <br />VALVE, WITH ASSOCIATED UNIONS <br />AND SHUT-OFF VALVES, IN THE <br />CASEWORK BELOW FIXTURE, <br />PROVIDED THE OWNER AND <br />AUTHORITIES HAVING JURISDICTION <br />ALLOW THIS LOCATION. <br />HOT PIPING <br />T T <br />COLD WATER PIPING ABOVE CEILING. <br />REFER TO FLOOR PLANS FOR PIPE <br />SIZING AND ROUTING. <br />FINISHED CEILING. PROVIDE ACCESS <br />PANEL IN INACCESSIBLE CEILING <br />SPACES WHERE REQUIRED. REFER <br />TO ARCHITECTURAL DRAWINGS FOR <br />INFORMATION. <br />HAND -WASHING FIXTURE. REFER TO <br />FLOOR PLANS AND FIXTURE SCHEDULE <br />FOR FIXTURE TYPE, LOCATION, AND <br />SPECIFICATIONS FOR ADDITIONAL <br />INFORMATION. <br />PLUMBING FIXTURE STOP. REFER TO <br />FINISHED FLOOR SPECIFICATIONS FOR ADDITIONAL <br />INFORMATION (TYP) <br />FIXTURE THERMOSTATIC MIXING VALVE PIPING SCHEMATIC SCALE 2 <br />N.T.S. <br />COLD PIPING <br />INSULATION (AS REQUIRED) <br />HANGER MAY TOUCH PIPE. <br />HANGERS IN CONTACT <br />WITH COPPER PIPE SHALL <br />BE COPPER OR HAVE <br />COPPER INSERTS. <br />INSULATION (AS REQUIRED) <br />NOTE- VAPOR BARRIER TO BE <br />CONTINUOUS AT ALL JOINTS. <br />i IK".1 Zt]:&=11l:11111117 <br />INSULATION PIPING SCALE 3 <br />PROTECTION DETAIL I N.T.S. <br />WATER HAMMER <br />ARRESTORS TO BE <br />LOCATED AND SIZED IN <br />ACCORDANCE WITH <br />PLUMBING. AND <br />DRAINAGE INSTITUTE <br />STANDARD P.D.I WH2O1 <br />HW AND CW DROP <br />TO FIXTURE <br />WATER HAMMER DETAIL SCALE 4 <br />N.T.S. <br />RESTROOM <br />101 <br />[PLUMBING SYMBOLS: <br />-- HOT WATER <br />--- HOT WATER RECIRCULATION <br />COLD WATER <br />SANITARY <br />- - - - - - - - VENT <br />LIGHT LINES INDICATE EXISTING <br />TO REMAIN. <br />DARK LINES INDICATE NEW OR <br />EXISTING TO BE RELOCATED. <br />6 D PIPE ELBOW DOWN <br />6 PIPE ELBOW UP <br />6 PIPE UNION <br />6 BALL VALVE <br />GATE VALVE <br />�.1 CHECK VALVE <br />STOP VALVE <br />LOCATION OF EXISTING PIPING AND FIXTURES <br />NOT SHOWN. CONTRACTOR TO FIELD -VERIFY <br />SIZE, TYPE, AND CONDITION OF EXISTING <br />PIPING. <br />SCHEMATIC REPRESENTATION ONLY, REFER <br />TO ARCHITECTURAL PLANS FOR PLUMBING <br />FIXTURE PLANS AND ELEVATIONS. <br />-� <br />EXISTING <br />VENT <br />EXISTING <br />�- HW <br />EXISTING CW <br />- 0.5" 0.5" <br />II i <br />I <br />I <br />WC <br />WCO <br />FLOOR <br />„ 4" <br />J.� <br />EXISTING SAN <br />RESTROOM JANITOR'S <br />102 CLOSET <br />PLUMBING RISER DIAGRAM SCALE <br />N.T.S. <br />NOT ALL DETAILS ON THIS SHEET MAY APPLY TO THIS <br />PROJECT. REFER TO PROJECT PLUMBING FLOOR <br />PLANS FOR FIXTURES APPLICABLE TO THIS PROJECT. <br />Bank of America <br />ADA- ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHYRHILLS, FL 33542 <br />SERIAL NU1VI./1\4ANH. ID: FL2-019 <br />NELSON <br />Nelco Architecture, Inc. <br />a licensed affiliate <br />Florida Certificate of Authorization Number. AA26000525 <br />Architect: Client Representative: <br />Firm Name: NELSON Firm S r Name: ILL <br />Attn: Mark Schroeder Attn: David Berrios <br />T: 404.881.1811 Tel.: 813.245.0909 <br />e-mail: mschroeder@nelsononline.com e-mail: David. Berrios@am.jll.com <br />Engineer: <br />Firm Name: Infinity Engineering Group, LLC. <br />Attn: Brett Nevaril <br />1208 E Kennedy Blvd, STE 230 <br />Tampa, FL 33602 <br />T: 813.434-4770 <br />e-mail: brett@iegroup.net <br />Certification of Authorization #27889 <br />General Contractor: <br />Firm Name: Spartan Contracting Corporation <br />Attn: Scott Kramer <br />T: 813.481.5778 <br />e-mail: skramer@spartancc.com <br />IIssue Date & Issue Description By Check <br />1 04/23/18 Issue For Review JP VO <br />2 04/27/18 Issue For Permit JP VO <br />Seal/Signature <br />NISIT SAPPARKHAO, P.E. <br />FL REG. NO. 64085 <br />s, <br />ri No 085 <br />s� <br />TA <br />OF <br />4 O RC�e� 4,a <br />DATE <br />IProject Name <br />Bank of America <br />Zephyrh i I Is <br />AUA upgraae <br />lNELSON Project Number <br />18.00358.00 / 10-65.439 <br />IDescription <br />PLUMBING RISER AND DETAILS <br />lScale & Sheet Number <br />AS INDICATED <br />Pol 001 <br />