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HomeMy WebLinkAbout1201 W Seminole Blvd 92-1233 Plans City of Sanford Water Reclamation Facility Expansiona Ic ul z 0 J CONTRACTOR TO INSTALL U. TEMPORARY GATE I6' C.L. FENCE) TO ALLOW ACCESS TO SITE x Y W O a(D SITE ACCESS AND �Q< C,� CONSTRUCTION TRAILER/ STORAGE AREA q a °ll ` L-J 0 ALTERNATE CONSTRUCTION I I STORAGE AREA I t�, I I I I POPLAR AVENUE CLOUD BRANCH NOTE: THIS PLAN DOES NOT REFLECT ALL IMPROVEMENTS MADE TO THIS FACILITY. CONTRACTOR SHALL MAKE A SITE INSPECTION TO VERIFY ALL EXISTING FACILITIES AND TAKE INTO ACCOUNT SITE ACCESS CONSIDERATIONS. THE FOLLOWING IS A LIST OF UTILITY COMPANIES WHICH PROVIDE SERVICE TO THE FACILITY AND CONTACT PEOPLE FOR EACH COMPANY: WATER & SEWER: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32771 (407) 322-3161 ATTN: MR. PAUL MOORE, UTILITY DIRECTOR POWER: FLORIDA POWER & LIGHT P.O. BOX 1817 SANFORD, FL 32772-1817 (407) 322-5381 ATTN: MR. MARVIN WHITESIDE4 MR. LARRY HAYES TELEPHONE: SOUTHERN BELL TELEPHONE & TELEGRAPH 500 N. ORANGE AVENUE, ROOM 337 ORLANDO, FL 32801 (407) 237-3507 ATTN: MR. RAY BOURG BURIED CABLE LOCATION: 1-800-342-1901 GAS: FLORIDA PUBLIC UTILITIES COMPANY 830 W. SIXTH STREET SANFORD, FL 32771 (407) 322-5733 ATTN: DAN SCRIBBEN i I k Conklin Porter and Holmes a ENGINEERS, INC. ,�I OPOST OFFICE BOX 1976 500 W. FULTON STREET DAT E _ SANFORD, FLORIDA 32771 10 TEL. 407 322 6841 TEL 407 831 5717 S.f AVER SERVICE d 0 A `s i STRUCTURE IDENTIFICATIONS O INDEX. OF SHEETS: A. .GRIT CHAMBER 1. COVER SHEET B. RAW SEWAGE LIFT STATION 2. OVERALL SITE LAYOUT & INDEX OF.SHEETS X C. "PRIMARY CLARIFIERS (DEMOLISH) 3., GENERAL rroTEs & ABBREVIATTorrS D1. AERATION TANKS (NEW) 4. SITE LAYOUT & DIMENSION SHEET D2. AERATION TANKS (REHABILITATE). 5. SITEGRADING& PAVING PLAN E. FLOW SPLITTER-BOX 6. SITE PIPING PLAN SEAWALL F1. "FINAL CLARIFIER NO. 1 7.' LANDSCAPING & IRRIGATION PLAN i F2. FINAL CLARIFIER NO. 2 8. HYDRAULIC PROFILE & PROCESS FLOW DIAGRAM D F3. FINAL CLARIFIER NO. 3 9. PRIMARY TANK DEMOLITION PLAN : 10. CLARIFIER BRIDGE DETAIL G1. SPECIAL STRUCTURE NO. 1 (DEMOLISH) 11. EXISTING AERATION BASIN MISCELLANEOUS DETAILS W G2. SPECIAL STRUCTURE NO. 2 12. AERATION BASIN YARD PIPING DETAILS o H. CHLORINE CONTACT CHAMBER 13. AERATTON.BASIN INFLUENT FLOW SPLITTER BOX ® I. TERTIARY FILTERS 14. NEW AERATION STRUCTURE Z J.' RECLAIMED WATER TRANSFER PUMP STATION 15. MISCELLANEOUS SITE PIPING PLAN ® K1 'RECLAIMED WATER STORAGE TANK NO. 1 16., AERATION BASIN STRUCTURAL DETAIL K2. RECLAIMED WATER STORAGE TANK NO. 2 17. AERATION BASIN STRUCTURAL SECTIONS L. RECLAIMED WATER DISTRIBUTION PUMP STATION 18. AERATION BASIN EFFLUENT FLOW SPLITTER-BOX STRUCTURAL M1. RETURN/WASTE SLUDGE PUMPS 19. AERATION BASIN EFFLUENT FLOW SPLITTER BOX DETAILS C4 20. CHLORINE SYSTEM IMPROVEMENTS t42. RETURN/�'IASTE SLUDGE PUMPS 21. CHLORINE SYSTEM IMPROVEMENTS SCHEMATICS &'SITE PIPING N. THICKENER BLDG/LABORATORY ;; � \ *,• 22. SLUDGE,PIPING PLAN `& SCUM i4ANHOLE DETAILS - DI...i 01. AEROBIC DIGESTER NO. 1 23. THICKENER' BUILDING FIRST FLOOR 14ECHADIICAL PLAN } 3 02. AEROBIC DIGESTER NO. 2 24. THICKENER,BUILDING FOUNDATION PLAN H _ P. DIGESTER BUILDING 25. THICKENER BUILDING SECOND FLOOR STRUCTURAL' PLAN SLUDGE DEWATERING BUILDING 26. THICKENER BUILDING ROOF FRAMING AND STRUCTURAL DETAILS R. STORMLdATER HOLDING/POLISHING PONDS THICKENER BUILDING TOOTER & COLUMN:STRUCTURAL DETAIL. THICKENER I 28. HICENER BUILDING ENCLOSED WALKWAY & STAIR :DETAILS :.>.<:><.:.<:>:' S . STORMWATER TRANSFER STATION O I 29. THICKENER BUILDING EXTERIOR STAIR DETAILS. T. $PECIAL STRUCTURE NO. 6 30. POLYMER FEED & DILUTION SYSTEM ® U. OUTFACE STRUCTURE T 31. POLYMER ROOM EQUIPMENT ADDITIONS & MODIFICATIONS I o E V. FERROUS SULFATE CHEMICAL TANKS 32. 33. MAINTENANCE STORAGE BUILDINGUILDING DETAILS &LMOISCELLANEOUS SITTESIMPROVEMENT G � i o L W. HYDROPr1EUMATIC TANK ( " X. RECLAIMED WATER QUALITY CONTROL BUILDING, 34. STRUCTURAL DETAIL SHEET ,vl B Y. CHEMICAL EQUIPMENT BUILDING 35. MISCELLANEOUS DETAILS - PIPING SUPPORTS 0 AA1. TRANSFORMER VAULT - EAST SIDE 36. MISCELLANEOUS DETAILS - STAIRS & HANDRAILS; AA2 TRANSFORMER VAULT - WEST SIDE 37• MISCELLANEOUS DETAILS V i BB. WA5HWATER LIFT STATION 38. MISCELLANEOUS DETAILS PIPING &"DRAINAGE. _.. o O 0 c 39, MISCELLANEOUS DETAILS. � p I CC ALUM STORAGE STRUCTURE A-1 SLUDGE THICKENER BUILDING - FLOOR PLANS DD. SPECIAL STRUCTURE. NO. 8 3 I ( A-2 SLUDGE THICKENER BUILDING --LIGHTING PLANS` { EE. STORAGE/MAINTENANCE BL,DGS. 1, 2 & 3 A-3 SLUDGE THICKENER•BUILDING -.ROOF PLAN & SECTIONS FF. FACILITY OFFICE„.& CHLORINE HANDLING A-4 SLUDGE THICKENER BUILDING,- ELEVATIONS � .,STRUCTURE (REHABILITATION) A-5 SLUDGE THICKENER BUILDING - MILLWORK DETAILS A--6 SLUDGE THICKENER •BUILDING - SECTIONS A-7 EXISTING OFFICE & LABORATORY - RENOVATION ! $ � a A-8 EXISTING OFFICE & LABORATORY -RENOVATION NOTE: THE I00 YEAR FLOOD PRONE E-1 ELECTRICAL SYMBOLS ABBREVIATIONS U ELEVATION IS 9,60 (F.E,M.A,) E-2 ELECTRICAL SITE PLAN E-3 SINGLE LINE POWER DIAGRAM E-4 MCC SINGLE LINE DIAGRAMS LEGEND ., E-5 EQUIPMENT FRONT VIEWS f OVERALL PLANT LAYOUT -AERIAL PROPOSED CONSTRUCTION E ELEMENTARY DIAGRAMS E-7 INSTRUMENTATION AND CONTROL RISER j SCALE: 1'-100' r 25' T CONTRACTOR'S USE OF PREMISES E-14 SLUDGE THICKENER BUILDING - LABORATORY ELECTRIC` E--15 SLUDGE THICKENER BUILDING LABORATORY LIGHTING 1. DURING CONSTRUCTION THE CONTRACTOR SHALL NOT ENCUMBER THE 4. THERE MAY 4LSO BE OTHER CONTRACTS FOR OFFSITE WORK WHICH SITE WITH EQUIPMENT AND MATERIALS WHICH WILL INTERFERE WITH WILL REQUIRE THAT OTHER CONTRACTORS WILL BE WORKING IN E-16 EXISTING CAS &:CONTROL BUILDING -ELECTRICAL DEMOLITION `PLAN DAY TO DAY OPERATION OF THE FACILITY. THE CONTRACTOR SHALL OTHER AREAS OF THE PLANT DURING THE SAME TIME AS THIS 1 E-17 EXISTING LAB & CONTROL, BUILDING -ELECTRICAL POWER FLOOR PLAN COORDINATE HIS WORK WITH THE OPERATION OF THE PLANT TO CONTRACT. THESE AREAS ARE, RECLAIMED WATER LINE AT THE E-18 EXISTING LAB �,CONTROL.BUILDING-ELECTRICAL LIGHTING FLOOR PLAN MINIMIZE CONFLICTS BETWEEN CONSTRUCTION AND OPERATION. NORTHWEST PORTION OF THE SITE, COMPUTER IN THE OFFICE,•THE SANITARY COLLECTION SYSTEM AT FULTON &.MAGNOLIA, AND THE I-1 LOOP DIAGRAMS 2. AN AREA ON SITE HAS BEEN DESIGNATED FOR STORAGE EQUIPMENT IN RECLAIMED WATER MAIN AT THE SAME LOCATION. MD-1 -EXISTING LAB CONTROL BUILDING MECHANICAL DEMOLITION PLAN THE OVERALL SITE AERIAL. THE CONTRACTOR MAY USE THIS AREA TO ' MP-1 MECHANICAL SCHEDULE AND SPECIFICATIONS PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER APPROVAL BY THE OWNER, USE OTHER AREAS ON SITE FOR M-1 SLUDGE THICKENER BUILDING HVAC PLANS STORING EQUIPMENT AND MATERIAL. IT IS THE CONTRACTOR M-2 EXISTING LAB & COPITROL BUILDING -MECHANICAL FLOOR PLAN •• " RESPONSIBILITY TO DETERMINE IF THE AREAS AVAILABLE -ARE ADEQUATE FOR .THEIR NEEDS. IF OTHER AREAS ARE REQUIRED IN _P-1 __SLUDG.E..THICKENER BUZ,LDING PLUMBING PLANS,- I -THE OPINION OF THE CONTRACTOR IT SHALL BE THE CONTRACTORS P-2 MAINTENANCE/STORAGE BUILDING PLUMBING PLAN F RESPONSIBILITY TO LOCATE ACCEPTABLE AREAS AND PAY FOR ALL COSTS ASSOCIATED WITH ITS USE. 3. THE EXISTING BRIDGE OVER MILL CREEK SHALL NOT BE USED FOR CONSTRUCTION TRAFFIC. ACCESS TO THE SITE SHALL BE EITHER FROM POPLAR AVENUE FOR THE MAINTENANCE BUILDING OR FULTOrI , STREET FOR OTHER CONSTRUCTION. THE USE OF THE MILL CREEK 7 ���: ��'�� BRIDGE SHALL ONLY BE ALLOWED BY SPECIAL AUTHORIZATION OF THE OWNER. THE FULTON STREET ACCESS CROSSES AN AREA BUILT ON A LANDFILL `rJITH DIRT AVID ORGANIC SOILS COVERINP IT. THE CONTRACTOR SHALL INSPECT THE SITE TO DETERMINE IF ADDITIONAL STABILIZATION WILL BE REQUIRED TOUTILIZETHIS AREA AS AN ACCESS. THE USE OF THE POND.BERMS.AS, A TRAVEL OVERALL SITE, L AY O U T" WAY 'IS PROHIBITED. STORAGE AND ACCESS AREAS SHALL BE REGRADED AND SEEDED FOLLOWING CONSTRUCTION TO RESTORE THE. AREA TO ITS CONDTTIOr1 PRIOR TO THIS CONSTRUCTION PROJECT. INDEX OF Sh H E ET • ACTIVITY NAME DATE SCALE. AS NOTED DRAWING NO. WATER RECLAMATION • FACILITY EXPANSION DESIGNED BY 3. N. 1/91 AWN B Y DATE FEB. CHECKED BY if✓.}}. Z��l CITY OF SANFORD F'L®R.ID � � TO FOR APPROVED BY PAUL. E. POZFEIZ 3•%( IO D/91 ADDED BLDG. EXT. 8L SHT. 39 C.J, JOB NOS0602,59 PROJECT CONTROL REGISTRATION NO 14 N 0 DATE REVI ION• APPROVED I STANDARD ABBREVIATIONS AL. or ALUM. Aluminum ASPH. Asphalt BLDG. Building BT Buried Telephone BM. Benchmark Ba.V. Ball Valve B.V. Butterfly Valve CIP OR CI Cast Iron Pipe CONC. Concrete CONT. Continued CMU Concrete Masonry Unit CONST. Construction C.Y. Check Valve D.I.P. or D.I. Ductile Iron Pipe DIA. Diameter DOT Dept. of Transportation DR, or DW Drive or Driveway EQUIP. Equipment ED Equipment Drain ESM'T Easement EFF. Effluent ESCP Extra Strength Clay Pipe EXP. Expansion ELEV. Elevation EXIST. Existing ELEC. Electrical EF Each Face EXT. Extended EW Each Way FD Floor Drain F.M. Force Main FLG. Flanged FLEX. Flexible GM Gas Main GPM Gallons per Minute GS Galvanized Steel GSP Galvanized SteeI Pipe GALY, Galvanized G.V. Gate Valve HB Hose Bibb HORZ. Horizontal HP High Pressure HPAC High Pressure Air Copper HPAG High Pressure Galvanized HWL High Water Level I.P. Iron Pipe INF. Influent INV. Invert ID Identification MAX. Maximum MANF. Manutacturer MAT. Material NG Natural Grade NPW Non Potable Water NWL Normal Water Level NTS Not to Scale OC On Center OH.E Overhead Electric PL. Plate PW Potable Water PS Pump Station PROP, Proposed PYMT. Pavement PP Power Pole PT Pressure Treated P.V. Plug Valve PVC Polyvinyl Chloride PAY. Paving PE Plain End RCP Reinforced Concrete Pipe RW Reuse Water RT. Right R Radius RED. Reducer REINF. Reinforced REQ'D' Required R/W Right -of -Way STA. Station SPEC. Specification SW(S/W) Side -walk SWD Side Water Depth SQ. Square SS Stainless Steel STN.STL. Stainless Steel SAN. Sanitary T Telephone Cable TBM Temporary Benchmark TOF Top of Footer TYP. Typical TRANS. Transformer UE Underground Electric UG Underground UT Underground Telephone VCP Vitrified Clay Pipe VERT. Vertical W.L. Water Line W.M. Water Main Conklin Porter and Holmes ENGINEERS, INC. O POST OFFICE.BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 j D AT E 1. 1. THE LOCATIONS OF EXISTING YARD PIPING AND UTILITIES, SUCH AS GAS, WATER LINES, DRAIN LINES, TELEPHONE, CABLE TV, UNDERGROUND ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM PLANS FOR THE EXISTING FACILITIES AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHALL ADDITIONALLY REVIEW EXISTING "AS -BUILT" DRAWINGS AND SHALL FIELD VERIFY OR DETERMINE THE LOCATIONS OF ALL EXISTING UTILITIES. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE, ALL EXISTING PROCESS PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE ENGINEER AND OWNER SHALL BE CONTACTED. 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE ENGINEER AND OWNER. 5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED, THE ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. FOR EACH RESPECTIVE PIPE LINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC., TO BE CROSSED OR CONNECTED TO. PRIOR TO PROJECT CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER AND OWNER DETAILING LINE DEPTH AT VARIOUS POINTS, CLEARANCES OBTAINED AT THE VARIOUS CROSSINGS, AS DETERMINED BY FIELD VERIFYING EXISTING UTILITIES, LOCATIONS OF AIR RELEASES AND OTHER DETAILS AS REQUIRED. IF THE CONTRACTOR DEEMS THAT ANY CHANGE IS NECESSARY IN PIPE ALIGNMENT OR DEPTH, OR ADDITIONAL FITTINGS, BENDS OR COUPLINGS WHICH REQUIRE A DEPARTURE FROM THE CONTRACT DRAWINGS OR A RELOCATION OF EXISTING UTILITIES, DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED OR AFFECTED PORTIONS OF THE PROJECT AND THE REASONS THEREFOR SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. APPROVED DEPARTURES SHALL BE EVALUATED FOR POSSIBLE CHANGE ORDER APPLICABILITY. 7. ALL BURIED VALVES TO BE PROVIDED WITH WRENCH NUT OPERATORS, EXTENSION STEMS (AS REQUIRED) AND VALVE BOXES WITH COVERS. SEE SPECIFICATIONS AND TYPICAL DETAILS. THE CONTRACTOR SHALL PROVIDE TWO VALVE WRENCHES OF SUFFICIENT LENGTH TO OPERATE ANY VALVES INSTALLED UNDER THIS CONTRACT. 8. ALL BURIED C.I. AND D.I. PIPING FITTINGS & ACCESSORIES SHALL HAVE MECHANICAL OR PUSH -ON JOINTS UNLESS OTHERWISE INDICATED. ALL BURIED D.Z.P. AND C.I.P. UNDER SLABS SHALL HAVE M.J. FITTINGS. 9. ALL ABOVE -GROUND C.I. AND D.I. PIPING SHALL HAVE FLANGED JOINTS UNLESS OTHERWISE INDICATED. A 10. ALL BURIED PIPING LARGER THAN 4" AND LESS THAN 14" DIAMETER SHALL HAVE CONCRETE THRUST BLOCKING AT ALL BENDS OF 11 1/4 DEGREES OR MORE. THRUST BLOCKING SHALL BE IN ACCORDANCE -WITH THE SPECIFICATIONS AND TYPICAL DETAILS. ALL BURIED PIPING AND FITTINGS 14" AND LARGER SHALL BE RESTRAINED JOINTS, AS STATED IN SPECIFICATIONS. ` 11. MINIMUM PIPING COVER FOR PLANT SITE PIPING SHALL BE 24" FOR LINE SIZES GREATER THAN 4" AND 12" FOR LINES LESS THAN 4", UNLESS INDICATED. 12. WHERE TWO PIPES CROSS WITH A VERTICAL CLEARANCE OF LESS THAN 6", A CONCRETE ENCASEMENT SHALL BE PROVIDED FOR THE LOWER PIPELINE AND A CONCRETE CRADLE FOR THE UPPER PIPELINE. SEE - TYPICAL DETAILS. 13. D.I.P. SHALL BE MINIMUM THICKNESS CLASS 51 UNLESS OTHERWISE INDICATED. ALL PIPE SHALL BE POLYETHYLENE ENCASED. 14. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR THE ALTERNATE METHOD TO ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS. 15. THE CONTRACTOR SHALL PAINT ALL NEW EXPOSED MASONRY, CONCRETE, WOOD AND METAL PIPING, CONDUIT AND OTHER SURFACES, EXCEPT FOR NON-FERROUS METALS SPECIFICALLY NOT CALLED FOR, IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL ALSO REPAINT ALL PREVIOUSLY PAINTED SURFACES IN THE REHAB AREAS. 16. ALL TREES, SHRUBS, ETC., ALONG THE LINES OF CONSTRUCTIONi SHALL BE PROTECTED. NO TREES LARGER THAN 3 INCHES IN DIAMETER SHALL BE DESTROYED WITHOUT PRIOR APPROVAL OF THE ENGINEER AND OWNER, EXCEPT FOR THOSE TREES AND SHRUBS DESIGNATED FOR REMOVAL ON THE GRADING AND LANDSCAPE PLANS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL UNSUITABLE EXCAVATED MATERIAL. ALL EXCESS CLEAN FILL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER. 18. THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL SERVICE LINES. 19. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED.BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. TO PROJECT CONTROL FOR I '} 20. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE TREATMENT FACILITY FROM ALL ENTRANCES DURING CONSTRUCTION.. TEMPORARY DETAIL NUMBER CLOSING MAY BE ALLOWED ONLY IF APPROVED BY THE OWNER'. - DRAWING NUMBER ON WHICH THE DETAIL 1S DRAWN' 21. SANITARY SEWER LINES CROSSING UNDER WATER MAINS SHALL BE DRAWING NUMBER ON WHICH DETAIL IS INSTALLED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 ' TAKEN, DASH (-) HERE INDICATES DETAIL INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM DISTANCE CANNOT BE IS STANDARD FOR PROJECT" PROVIDED, THE CROSSING SHALL BE ARRANGED SO THAT -THE SANITARY SECTION LETTER SEWER PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY DRAWING NUMBER ON 'WHICH T H E SECTION TWO JOINTS. AS AN ALTERNATIVE, THE SEWER LINE MAY BE PLACED" IS DRAWN IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT - DRAWING NUMBER ON WHICH SECTION OF THE REQUIRED 10 FOOT SEPARATION. IS TAKEN { A22. ALL BURIED PIPING BELOW FLOOR SLABS SHALL BE, CONCRETE ENCASED.' -_ ELEf! Ct.O; WATER SURFACE ELEVATION FOUNDATION: 1. REFER TO SECTION 00220 OF THE SPECIFICATIONS FOR THE SOILS - INVESTIGATION WHICH CONTAINS SOIL BORING LOCATIONS, GEOTECHNICAL DATA, FOUNDATION REQUIREMENTS, AND RECOMMENDATIONS. ' 2. THE APPLICABLE SUBSURFACE SOILS•INVESTIGATION REPORT VALVE I.D. LEGEND RECOMMENDATIONS AND SPECIFICATION REQUIREMENTS REGARDING REMOVAL OF UNSUITABLE MATERIAL, COMPACTION, BACK FILLING AND DEWATERING SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER BEFORE PERFORMING STRUCTURAL WORK. GATE V A L ,V E 3. SOILS AND FOUNDATION MATERIALS UNDER FOOTINGS SHALL BE., PREPARED TO BE CAPABLE OF 'SUPPORTING A SOIL PRESSURE OF 2500 BALL OR GLOBE VALVE. 'PSF MINIMUM. - PLUG VALVE CONCRETE: 1. UNLESS SHOWN OTHERWISE, PROVIDE CLASS A (4000 PSI) CONCRETE}- --- CHECK VALVE WITH TYPE II PORTLAND CEMENT FOR ALL CAST -IN -PLACE CONCRETE CONSTRUCTION. EIW BUTTERFLY VALVE 2. UNLESS SHOWN OTHERWISE, USE ASTM A615 , GRADE 60 DEFORMED BAR S O L E N N O I D VALVE REINFORCEMENT, SEE SPECIFICATIONS. 3. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH THE PRESSURE REGULATING VALVE ACI315 DETAILING MANUAL. EXTEND ALL SLAB AND BEAM REINFORCEMENT INTO THE SUPPORT IN ACCORDANCE WITH THE ACI CODE. IF SUCH EXTENSIONS ARE NOT OBTAINABLE, THE BAR SHALL NOTE: VALVES IN LEGEND ARE DRAWN AS FLANGED, TERMINATE WITH A STANDARD HOOK. 'SIMILAR, SYMBOLS SHALL BE USED FOR MECHANICAL'JOINTS . 9. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, THE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: SLABS ON GRADE & FOOTINGS 3" BOTTOM, 2" TOP WALLS, 2" . SLABS ABOVE GROUND 1" INTERIOR, - 1-1/2" EXTERIOR PIPING' LEGEND BEAMS 1-1/21" INTERIOR, 2" EXTERIOR NOTE: t. NOT ALL PIPING SYMBOLS IN LEGEND ARE USED ON THE PLANS.2-1 COLUMNS { 2. SOME SYMBOLS SHOWN AS FLANGEQ FITTINGS ARE SIMILAR FOR MECHA.N,ICAL JOINTS 5. PROVIDE WATERSTOP AT CONSTRUCTION JOINTS IN SLAB AND EXTERIOR WALLS OF ALL WATER RETAINING STRUCTURES AND WHERE D O U B L E SINGLE DESCRIPTION INDICATED ON DRAWINGS. OBTAIN ENGINEER'S WRITTEN APPROVAL LINE LINE FOR CONSTRUCTION JOINTS NOT SHOWN ON DRAWINGS. - - -- - EXISTING PIPE- - ' 6. UNLESS SHOWN OTHERWISE, CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4 INCH. DO NOT CHAMFER EDGES SUPPORTING GRATING OR EDGES WHERE WALLS OR OTHER STRUCTURE FRAME IS FLUSH WITH' - NEW PIPE CONCRETE EDGE. WELDED JOINT 7. CONCRETE BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY AND CONTINUOUS BETWEEN CONSTRUCTION JOINTS. --- �-T--- MECHANICAL JOINT 8. SEE -MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS AND rn EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF. FLANGED JOINT • SLEEVES, HOLES, OPENINGS, RECESSES IN SLABS AND WALLS, ANCHOR BOLTS, ETC.; COORDINATE LOCATIONS AS REQUIRED. -r BELL & SPIGOT JOINT . 9. FOR RING STEEL REINFORCEMENT THE MINIMUM SPLICE LENGTH SHALL - NOT BE LESS THAN 40 D WHERE D IS THE DIAMETER OF LARGER BAR. FLEXIBLE COUPLING WITH THRUST 'T;IES 10. THE FOLLOWING MINIMUM LAP AND EMBEDMENT LENGTHS FOR 4000 PSI - --�----- FLANGED COUPLING ADAPTER CONCRETE FOR ALL BASIC REINFORCING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FLEXIBLE COUPLING BAR LAP LENGTH EMBEDMENT LENGTH (INCHES) (INCHES) - %-* ELBOW 'UP (FLANGED) #3 15 12 �'^.,1-- C ' ELBOW DOWN (FLANGED) #4 20 12 #5 26 15 #6 31 18 - CONCENTRIC REDUCER (FLANGED)"'' #7 39 23' , #8 51 30 - --ri- - - -- ECCENTRIC REDUCER (FLANGED) #9 65 38 _ #10 82 48 TEE DOWN (FLANGED.) 11. LAP LENGTH AND EMBEDMENT LENGTH FOR TOP REINFORCING BARS SHALL BE IN ACCORDANCE WITH ACI CODE REQUIREMENTS. _ TE E UP (FLANGED) 12. BAR LAP SPLICES ARE TO BE STAGGERED IN LOCATION PER ACI CODE -�'-- --; UNION AND SUBJECT TO APPROVAL OF THE ENGINEER. ALL BARS IN ANY. ONE SECTION SHALL NOT BE SPLICED IN THE SAME LOCATIONS. - BLIND FLANGE i 13. SLOPE ALL BUILDING SLABS, PUMP SLABS AND DECKS TO DRAIN. -'-� CAP OR PLUG -"(MECHANICAL) ,14. USE BLOCK-LOK OR DURA WALL TYPE HORIZONTAL JOINT MASONRY REINFORCEMENT ON EVERY OTHER BLOCK COURSE, TYPICALLY. __.�__ ♦ :_,,�__ P R E S S.0 R E GAUGE LOCATIONS 15. PROVIDE REINFORCED PRECAST LINTELS OVER ALL DOOR AND WINDOW OPENINGS. MAR 17 GENERAL NOTES, LEGEND i AND ABBREVIATIONS ACTIVITY NAME DATE scALE NONE DRAWING NO. WATER RECLAMATION. - DESIGNED BY: G.J. I/91 DRAWN BY CHECKED BY G . � . >3 2 �( / DATE' FEB, 199I ' FACILITY E P A N S I O N APPROVED BY: PAL1L E. FOKFER 3101 /1\ 4 /91 REV. NOTES 10 a '22 P,E,P. JOB N0. I CITY ® S A Ia EO R D,' FLORIDA' REGISTRATION NO i�iSSCo N0 DATE REVISION - . APPROVED - _ ,,.,.f _ _ _ ..._ _- _ � _. —�-- --r . , ., � .. . �, __:, �_ � , : --- .T . , �;� �F u - _ _ __ . � __ �. it I I! i� � I f y I ', I �. I j� �; � I j �' O 'i �i. J it _ � III � _ _.� 4 PROVIDE 3-3" PVC SLEEVES THROUGH EQUIPMENT PAD (TYP. FOR 2 LOCATIONS) E- 2'-0" TOP ELEV. 10.0 PIPE TROUGH SEE DETAIL 38 COLUMN C-2 2 1 /2" WALL SLEEVE FOR I" PVC @ EL- 11.00 AI 42 I ALUMINUM LOUVERS COLUMN C-3 ALUMINUM LOUVERS 3-3" PVC SLEEVES 2'-0" 5'-4" 6'-3" COLUMN C-I COLUMN 8„ 2'-0„ B-1 FOOTER FOR A -I 3�_ 8„ 6" WALL o EXTER. STAIRS 6'-0" SLEEVE FOR EL.10.00 2'--0'' 8" 14" DIP @ � EL.10.67 .. 3 /4`' CHAMFER 3" ® ■ ® ® ■ ® ® ® ® ■ EL, 26,75 FLOOR REWFORCING 18 (TYP,) ■ N r-- - --- ----� ----- -I -----� --- - NOT SHOWN r o 9.5 I O F.F. 10.33 I I I— ® - __ I I I I X k 8,, • SCUM PUMP r 6" WALL SLEEVE I I 11 M PAD6'- FOR N 4" DIP @ o I 2 -0 0 I 8., I p EL. 9.00 „ - -- - -+ EL. (L00 � � � I I I VAPOR BARRIER / #4 @ 12 O,C. CONT; PAD TO BE CONTT I I • • • • #4 BARS @ 12" O.C. I I W ON FLOOR SLAB NOTE: DWLS TO BE AT I I I I IT MAY BE NECESSARY BEAM B-( N 18" 0 C AROUND I I 6„ ., ■ TO KEEP WALL REINFORCING #4 BAR @ 12" O.C. I PERIMETER r 5 -4 I LATERALLY BRACED NOT SHOWN UNTIL L�- I T_ I■ ICD ! b S PLACED.M OVERHEAD N r i SECTION B I I FUTURE SCALE I"=1'-0" 12 "2 I -� THICKENER ► I I © I EXPANSION JOINT EL.23,25 � CD W /SEALANT ° r9l #5 BARS @ 12" O.C. HORZ. I 4-1" PVC CONDUITS SLOPE I /8" /FT, (SPARES) I ■ COLUMN A-2 3 - _ - F,F, � � LOCATIONS TO BE _ -- - i � TOP 10.0 #60'I2"VERTICAL (2.0, 1 FIELD DETERMINE - SLEEVE FOR I" PVC I FF. 12,00 I 1 EL, 12.0 FIRST FLOOR POLYMER FEED SLOPED SLOPED GROUT I - I I I ® r (SET INFIELD) GROUT I B I I _ L - - - -I X X - F.F.10.0 --�- F.F. F.F. 10.0. � I ■ o ° 8" 9,0 2 CONC. SLOPE 1 /8" /FT° I _ CONC, I N o VAPOR BARRIER ANCHOR BOLT PATTERN 6" MJ X FL WALL L - I - _ ,� I - - -- -11 8 SHEAR WALL TO BE SUPPLIED BY THICKENER SUPPORTS TO PIPE ADD L BARS (OPENING (TYP,) ,- " 1 ® CLEAN C P C „ THICKENER M FG,BE I I SEE STD, DETAIL SHEETS 4 3 4 -4 6 -0 OM A TED _ #6 @ 12 MATERIAL FURNISHED BY THICKENER MFG, 0 MATCH EQUIP, �--- FILL N FRAME MATERIAL I I ----------- DI 1 3 /4" ST S N TL ANCHOR BOLT I I �. N ( F.F. 11.0 I 2 2 I EL. 9.00 1 6 12" MJ WALL PIPE I C I EXPANSION JOINT MATERIAL , 12" I REINFORCED CONC, w EL 10.33 (ALL AROUND FOOTERS) CAP W / I I I THICKENED SLUDGE SHEAR WALL ( ® 24 24 _ 3-#5 BARS JOINT SEALANT - I THICKENER I CHUTE 8 PUMP PAD I _ �� _ CONT, Igo ni + - PAD TO BE CONTT /i, � � I a, I MATCH THE NO 8 SIZE OF I � (CONTINUE FOOTER -STEEL x I1 (I (D CL ' - ON TOP OF FLOOR 24,� —.. I co CONDUITS FROM THICKENER o INTO COLUMN PAD 24) - L.I--. — _ 1 SLAB. PLACE DWL'S CONTROL PANEL FOR FUT. CONTRO -' co • • 3-#5 BARS I CD @ 18 O.C. AROUND PANEL PLUS 2'-I" SPARE CONDUITS N FULL LENGTH #4@12"O.C. -� 2 -?' I /4 � 5 -I ? /8 5 -10 7 /8 PER ETER. 1 TYP. TYP. ,TYP. TYP. 5 -3 (TYP.) 10 -4 SLOPE FLOOR SECTION D 7 -4 12 ' I ® SCALE 3 /4"=I,-O" 4 2 NOTE: ;i 6" MJ WALL PIPE 3 -2„ - i PLACE ALL ELECT. 8 CONTROL ( I. CONC. FLOORS BELOW NEW GRATING ARE TO SLOPE TOWARD THICKENER "PAD DETAIL 36 I - „ -- - -- o CONDUITS BELOW FLOOR ADD 244 TRENCH DRAIN. THIS SLOPE MAY BE ATTAINED BY EITHER -4 2 -O I r" -- - - , - I SCALE 3 /4 : I -0 2 g„ I CV I +� ( FOR FUTURE - SEE ELECT, r SLOPING THE CONC, FLOOR AND PROVIDING A TROWEL �I9�5-" SHEETS FOR MORE DETAILS -I ® FINISH OR BY POURING THE FLOOR LEVEL LEAVING A ROUGH � L - - - - - - - - -' - = DING A SLOPED GROUT (4,000 PSI) FINISHED f — - - - - -` FINISH AND PROVIDING 1 SLOPE GROUT 8" CMU W TH A TROWEL, ® ■ ■ ® ■ ■ ■ ■ ■ ■ N SLOPING SHALL BE 2" HIGH AT THE OUTER EDGES, MIN. SEALED GROUT THICKNESS 1 /2", ALSO PROVIDE GROUT SLOPING 6" FLR SLAB STUCCO COLUMN D-I COLUMNID-2 IN DRAIN TROUGH. GROUT THICKNESS SHALL VARY FROM "#5 BAR @ FILLED CELLS CMU FILLED CELLS COLUMN 6" TO 1 /2" TOWARD DRAIN, OIL EL. 12.0 EL 12.67 1 12 1 4 -0 1 12 1 2 -8 1 MAX SPACING 4'-0 A-3 r " �� �� " � EE SHEET R DETAILS OF ALUMINUM GRATING E II 5 • THESE DIMENSIONS WILL VARY DEPENDING ON THICKENER MFG, RECOMMENDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, REVISING LAYOUT, COORDINATING WITH ASSOCIATED EQUIPMENT AND FURNISHING DATA TO THE ENGINEER FOR REVIEW. ALL COSTS ASSOCIATED WITH CHANGING THE THICKENER LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLAN SCALE EL. 12.05 ALUMINUM COMPACTED FILL GRATING SUPPORT EL, 12.0 r36 6" 2 24 SEE FOOTER DETAIL --x— `-a —x—x- - 611 -� SLOPE GROUT %ii EL.10.33 COLUMN B-2 LOCATIONS MAY VARY 2, S 26 F0 L, DEPENDING ON WALL OPENINGS 8 ASSOCIATED SUPPORTS, ° AND CONFLICTS WITH OTHER IMPROVEMENTS. X x x-- 10 I , #4 BAR Z SHAPE @ 12" O.C. W /#4 @ 12" HORZ, CONT. TYP, @ STEPS jN EL. 12,00 EL, 10.0 6"X6" /#6 WWM 1Z=_S`CO9ffb -GROUT 51 - I F[ j 6" F" Z/101, CLEAN COMPACTED #4 BAR Z SHAPE @ 12" y FILL O.C. W / #4 @ 12" HORZ. CONTINUOUS Conklin Porter and Holmes ENGINEERS, INC. o POST OFFICE BOX 1976 500 W. FULTON STREET p pAT E SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 STATLER SERVICE 8 SUPPLY 6"X6" /#6 WWM (TYP,) SECTION A SCALE 4 24 TO I FOR PROJECT CONTROL VAPOR BARRIER FOUNDATION PLAN r ACTIVITY NAME DATE SCALE AS NOTED DRAWING NO. WATER RECLAMATION BY B.C.C. DESIGNED 291 DATE FE6;,1991 FACILITY EXPAN 1®Ni DRAWN BY: H.M.L/G.tZrIA.L.6. 2.91 CHECKED BY: BN,�G.J. 2.91 ® �/91 DOORWAY LOCATION C.J. 2 ADDED CONC. PAD P.E.P. :,06 NO. s0602.$9 CITY OF SANIFORD, FLORIDA APPROVED BY: 0216TOL C. 0NJ UM 3.91 A 4/91 REGISTRATION NO: 11092 NO. DATE REVISION APPROVED t CRANE R ON SHEET SUPPORT A REINFORCE SUPPORTS 3-#4 BARS @ 9 WITH NORMAL BOTTOM ONLY. ADDITIONAL BAD PLACED CENTE FLOOR WALL. R SECOND FLOOR PLAN 'STRUCTURAL SCALE 3 /8"=1'-O" NOTE; TERRAZZO FLOOR NOT SHOWN REFER TO ARCHITECTURAL SHEET AND SPECIFICATIONS FOR DETAILS. REFER TO STRUCTURAL NOTES FOR REQUIRED REINFORCING BAR LAP LENGTHS. FILLED CELLS IN CMU SHALL BE AT 4'-0" O.C. MAX. AND MATCH THE FIRST FLOOR LOCATIONS EXCEPT WHERE OPENINGS OR CONFLICTS EXIST. A NEW LOCATION SHALL THEN BE CHOSEN. FILLED CELLS ON 2ND FLOOR CMU ALONG SOUTH WALL SHALL ALSO BE AT 4'-0" O.C. EXCEPT WHERE CONFLICTS OCCUR. �i Conklin Porter and Holmes ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET DATE TO SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 i PROJECT CONTROL c ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: FOR APPROVED BY: REGISTRATION NO R K) ?" O.C. )NT. ALT LAP S NOTED #4 BARS @12" O.C. TOP MAT FULL LENGTH OF BLDG. SECTION (REAM B-I) G I O'f'HER INTERMEDIATE POINTS, (SUBMIT TO SECTION (BEAM 13_2' H ENGINEER FOR APPROVAL) SCALE 3 /4"= 1'-0" 25 SCALE 3 /4"=1'-O' 25 #4 BARS @ 9" O.C. #4 BARS 9" 'O.C, CONTINUOUS j ADDITIONAL FLOOR 2nd FLOOR WALL #4 @ 12" O.C. REINFORCING 3-#4 BARS @ 9" O.C. BOTTOM MAT ALTERNATE WITH CMU OTHER FLOOR STEEL @ 9" O.C. NAME DATE B.G.G . 2-91 G . 01 C. C. / C.J. 2 -01 BRISTOL C. CONLILIN 3-0I I� J 8" @ PEAK SLOPE OF C 6" PRESTRES, CONC, SLAB 6-# 4 CONT. 2 -# 4 CONT, EL. 40,92 # 3 @ 12" O.C. 13 @12" O.C. EL, 40.92 INSULATION # — 2-# 5 CONT. — # 3 STIRRUPS @ 12" O.C. 6"PRESTRESSED a N CONC, SLAB — 2 -#5 CONT. CONC, TIE BEAM SECTION YK SCALE; ELEV, 40.92 TOP OF TIE BEAM 6 " HOLLOW 8" @PEAK 2" INSULATION CORE PRESTRESSED CONCRETE SLAB ROOF SLAB CON( AS PER MANF, __7 RECOMMEND . 101 2 -#6 ENGINEER'S APPF ROOF SUPPORT BEAM NOTE; BLOCKED OUT OPENINGS #30I4" O.C. IN ROOF BEAM SHOWN N 4" ON SHEET 34 6-# 7 BARS 1 1 /2" CLR. TYP. 12 ' SECTION . YohkAI SCALE 3 /4"=1'-O" 2 26 CUT GRATING AROUND PUMP w I 1 /2"X 11 /2"X 1 /4" ALUM < i� L J 5'-0" � b C6X2,83 ALUM. d• (TYPICAL) L J L r r 0 „ ALL GRATINGS @ EL. 12,00 „ 5-811 5-8 5-8 5-8 L J L r � 4"X4" ALUM POST (TYP.) L - SEE DETAIL J r - o °; 37 lip L r �I OPEN FILTER SUPPORT (TYP.) L JI (BY MANUFACTURER) I-- o Conklin Pa 0 IfA I#5@ FILLED CORES. *VARIES 8" @ PEAK 8 15"± ON NORTH a SOUTH ENDS. SECTION L I SCALE: 3 /4"=1'-0 26 26 I —It e'114 —It e'114 'rA I ' ; 12 LONG (SLOT) EL. 40,92 -LEADER BOX 4"X6" DRAIN LINE REINFORCING NOT SHOWN SECTION N SCALE: 3 /4"=I'•-0" (TYPICAL FOR 4) I, SEE STRUCTURAL DETAIL SHEET FOR REQUIRED CONNECTION DETAILS, 2. SEE PLUMBING PLAN FOR LOCATIONS OF VENT PIPE PENETRATIONS THROUGH ROOF, 11 /2"X 11 /2"X 1 /4" ALUM < (AROUND PUMP) Aq DETAIL 38 62 J L SEE DETAIL 39 GRATING STRUCTURAL PLAN 6 z6 SCALE 1 /4" =1'-O" orter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E TO FOR SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL ROOF (TYP, ROOF DRAIN LE BOX a DOWNSP ( TYP, FOR 4 ) 1 1 /4" ALUM, GRATING EL, 12,00 WITH CLIPS C6X2.83 ALUM. 4"X4" ALUM, POST CHANNEL FRAME W / 8"X8"XI /2" BASE PLATE (WELDED TO POST) 2" GPOUT ' BOLT TO FLOOR W / 21/2" STN, STL, BOLTS DETAIL 37 SCALE 3/4„ =1-0 6 2 I I I I ' I I (6'. PRESTRESSED HOLLOW CORE SLABS � (TYP,) 4' WIDE. FIELD VERIFY DIMENSIONS BEFORE FABRICATING ROOF SLABS ROOF BEAM SEE DETAIL 94 OFOR BOX -OUT 26 34 I ROOF SLOPE 7" TOTAL . ROOF SLOPE 7" TOTAL_ I MI 26 26 I - I I I I I NOTE: PRESTRESSED ROOF SLABS TO BE DESIGNED FOR 60 PSF LIVE LOAD IN ADDITION TO THE DEAD LOAD ROOF DECK PLAN IMPOSED BY THE SLABS. SEE ARCH SCALE: 3 /8 1'-0" PLANS FOR OPENINGS IN ROOF. /2"X I I /2"X I /4" ALU'M < 1 /2"XI 1 /2" X 1 /4" ALUM< (BOLT TO FILTER . FILTER SUF'POR1 GRATING SEAT SUPPORTS TYP,) (BY MANUFACTURER) C6X2.83 ALUM ,� a� GRATING SUPPORT7 4 X4 X3 /8 ALUM. < BOLT TO FILTER r - - - - SUPPORT AND WELDTO GRATING SUPPORT I �, �, ;,.',' i 3;,X3' X I /4"X 2 1 /2" LG ALUM. - (D 3 X3 X I /4 X2.1 /2 C6X2 83 ALUM, CLIP ANGLES (BOLT TO SUPPORTS LG ALUM CLIP < (BOLT i., . GRATING SUPPORT _ WITH 1 /2" 0 STE. STL, MAR 17 1992 TO SUPPORT W / 1 /2' I /2"X I I /2"X 1 /4" ALUM < (TYPICAL) � i STN. STL, AND TO GRATING SEAT -BOLT - - - - -'I WALL 1 /2" STN. STL.TO WALL W/ - - - EXP. BOLTS (TYP.) STN. STL, EXP. BOLTS ! THICKENER BUILDING DETAIL r_8'�4'-0" O.C. 39R0®F FRAMING. PLAN & SCALE 3/4,.=1,-0.,DETAIL 6 2 NTS 26 26 , STRUCTURAL DETAILS i D y ACTI V I TY NAME DATE 77 SCALE DESIGNED BY: B.C. CONKLIN Z/91 AS NOTED DRAWN BY DATE: CHECKED BY C.J. ar.CC. Z191 02 5/91 DOORWAY LOCATION C.J. FEB, 1991 APPROVED BY 91716FOL C. COtiKLIN 3/�l 0 4 /91 REV. ROC; DECK PLAN P.E.P. JOB NO. REGISTRATION NO: NO I DATE REVISION APPROVED S0602,59. rA r r1l r r r r r r r r n BEAM CONNECTION DETAIL f 9 1_ 1/2" EXPANSION JOINT 28 34 SEE SHEET NO. 25 FOR W/ FLEX SEALANT REINFORCING 6"X 8"X 1 /2" STL. PLATE SET INTO DBL. "T" - EACH END A v o p STUCCO & WIRE LATH ® 12" O.C. OVER BEAM ONLY FIXED ENCLOSURE. SEE ARCH. END DRWGS. FOR DETAILS. SEE TIE BEAM STEEL SHEET 25 I ' 11-1. 6"X 8"X 1 /2" STL. PLATE WITH 3 / 4' 0 ANCHORS — USE STL. SHIMS AS 7—#5 CONT. W/ #3 TIES ® 12" O.C. I o REQ'D. TO LEVEL DBL. "T" CONC. BEAM EL 22.QO � - 4—#7 W/ #4 TIES ®6" O.C.—­-;� C.M.U. WALL NOT SHOWN FOR CLARITY COLUMN STEEL E-2 — NEW SLUDGE THICKENER BUILDING FOR FOOTER STEEL SEE SHEET 24 •a EL 7.50 SECTION o1 SCALE: 1 /2" = 1'-0" 28 28 COLUMN D-2 SEE SHEET 27 3/4" EXPANSION JOINT W/ FLEX SEALANT #4 BARS ® 9"O.C.E.W.E.F. f—EXIST. CMU 9'-2" 2'-6" (FIELD VERIFY) 3T.0 10" CONC. WALK 0 /-NEW EL. 26.75 - p O O O O a •� ° p a . a. V ° 3—#5 CONT. FULL OPENING ° TIE INTO WALLS EA. END Q : b N ° EXIST. CONC. BEAM, ROUGHEN a a ° SURFACE & CORE DRILL FOR 4I-It 5 DOWELS ® 12"O.C. (6" PENETRATION) ° FILL WITH EPDXY):�� — b 16" ANCHOR — 16" LONG #5 BARS EPDXY GROUT INTO EXIST. BEAM (TYP. FOR 6) •O ' I �y EXISTING PERIMETER BEAM EXISTING SLUDGE PRESS BUILDING COLT SEE EXISTING CONC. STAIRS FOR (BELOW NEW PORTION TO BE CONSTRUCTED) 0 c+c'c' AnOA%ABA1^ CLICCT Ain /ice CnO QCA►A CKIN n4Zi1097 nCTA11 BEARING PLATE CAST INTO CONC. 4—#7 W/ #4 TIES ® 6" O.C. 8" CONC. WALL . RAISE GRADE IN THIS AREA TO EL. 12.3 MEND _ `oPE -coEL 40 • =I ° R 4—#4 DIAG. BARS (2 BOTH SIDES) #4 TIES ® 6" O.C. - Q. - * NOTE: WHEN EXCAVATING AROUND EXISTING SEE SHT. NO. 27 FOOTER THE CONTRACTOR SHALL USE EXTREME FOR FOOTING REINF. ° - CAUTION NOT TO UNDER MINE OR DISTURB THE 2—#6 '• COMPACTION BENEATH THE FOOTER. THE CONT- -I I I --3" MAX. RACTOR MAY ONLY OPEN ONE HALF OF THE 2—#7 —�jn"� ; . FOOTER AT A TIME TO HELP PREVENT 00 FOUNDATION DAMAGE. 3—#6 CONTWALL FOOTING•T#4 ® 1O.C. SECTION P1 SECTION Q1 SCALE: 1 /2" = 1'-0" 128 28 SCALE: 1 /2" = 1'-0" 28 28 AI NORTH FACE OF THICKENER BLDG. Conklin Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DATE SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 32'-0" FACE TO FACE TO I FOR PROJECT CONTROL REMOVE EXIST. STORE FRONT & FILL OPENING W/ CMU. INSTALL CONC. FILLED LINTEL OVER NEW OPENING. —'EXIST. SLUDGE EXISTING CONCRETE STAIRS BUILDING BEAM—^ EXISTING CONC. BEAM BELOW EXISTING SLUDGE BUILDING SECOND FLOOR LEVEL R 0 2'-6" 2—#5 CONT. TOP & 30TTOM W/ #3 TIES 0 12" O.C. :. COLUMN COLUMN E-1 FOR REINF. STL. SEE DETAIL ,,-4 28 28 PEDESTAL E-3 FOR REINF. SEE DETAIL 42 28 28 ECOND FLOOR EL. 26.75 �9��lilli 6 6'-0" b • • PEDESTAL E-3 MODIFIED FOR EXIST. COLUMN a • A EXIST. REINF. 'GONC. TIE BEAM COLUMN E-2 FOR REINF. STL. SEE DETAIL r4l' 28 28 8—#4 DIAG. (4 ® CENTER & •4 ® BACK) FEZ, - — — — — — — — — — —---=---- ---- — EXIST. FOOTING EXIST. FOOTING BEHIND COLUMN FOOTINGS E C T I n N R1 SCALE: 1 /2" = 1'-0" 28 28 #3 BARS ®12" *7 - #4 BARS CONT. I 16" I I 16" 4-#7 BARS W/ #3 TIES N 0 12" .O. C. N EXIST. REINF. M_ .� CONC. COLUMN 12 x COLUMN E-1 K�4o COLUMN E-2 K�41 SCALE: 3/4" = V-0" 28 28 SCALE: 3/4" = 1'-0" 28 28 4—#4 DIAG. BARS CENTER 4—#4 DIAG. BARS BACK FACE -- COLUMN LINE ABOVE (E-1 & E-2) ACTIVITY NAME SCALE: AS NOTED DESIGNED BY: C.J. DRAWN BY: C.D.P. I DATE: MAR. 1991 CHECKED BY: B.H./B.C.C. JOB N0. S0602.59 APPROVED BY: 0216TOL C. CO►UICL.IM . 4 /91 ADDED ELEVATIONS & SHT # P.E.P. FILE: TH—BLDG. REGISTRATION NO. 11092 NO. DATE REVISION APPROVED 4—#7 BARS VERT. o 14-#4 DIAG. BARS CENTER (FROM FACE TO BACK) � • /,_� 2-#4 TIES ®6" O.C. 3-#6 BARS VERT, 28 (TYP. BOTH SIDES) " E=3 PEDESTAL 42 SCALE: 3/4 * = 1'-0" 28 28 i MAR 17199: THICKENER BUILDING ENCLOSED WALKWAY & STAIRS DETAIL WATER RECLAMATION 28 FACILITY EXPANSION CITY OF SANFORD, FLORIDA r r r r r i r= SECTION s 1 SCALE 1 /2"=1'-O" 2 �29 4'-011 12 TREADS ! II"=11'-O" 2-#5 T&B 2-#5 #4412 - F TSB 6„ LANDING EL. 19.58 #3 TIES 110 io #3010 TIES 9-#4 15 1 /2" IN 4' 8" 2'-8" 8" v 9-#5 @ 5 1 /2" IN 4' O #4 @ 12" O.C. (TYP.) o Conklin P O 0 N M Po SECTION SCALE 1 /2"=1'-O" 9-#4 15 1 /2" IN 4' (MIN.) 4-#4 WITH #3 TIES 0 12" and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 TO PAD EL. 11.92 o N 4" 12" 4'-1„ I" PROJECT CONTROL FOR 2-#5 LANDING EL. 26.67 2-#5 EL. 19.58 #5 IN FILLED CORE EACH END OF WALL COMPACT TO 98% MODIFIED PROCTOR 0 co 91 CMU WITH STUCCO FINISH ALL SIDES r - 3-#5 CENTERED #3 @ 16" O.C. --,- M2 a SECTION y u 1 SCALE 1 /2"=1'-O" 29 2 t 4" DIP SCUM BELOW GRADE SCALE 3 /8"=1'-O" 2-#7 NORTH BEAM 2-#5 SOUTH BEAM 4'-6" r 6" LANDING EL. 26.67 #4 @ 12" O.C.E.W. -� IMA NEW SLUDGE THICKENER BUILDING 1 2-#5 (TYP. FOR BOTH BEAMS) SECTION SCALE 1 /2"=1'-O" r { FLR EL 26.75 SEE BUILDING FOR BEAM STL. TYPICAL EDGE OF THICKENER BUILDING FOOTING - 1 MAR 1 71992 THICKENER BUILDING EXTERIOR STAIR DETAILS ACTIVITY NAME DATE SCALE: AS NOTED DESIGNED BY �, u, Z��l DRAWN BY C.DP. ALS. Z/ql DATE % FEB. 1991 CHECKED BY QCC. Z/9I APPROVED BY: 01716TOL C. CONLLIN 31611 JOB NO. REGISTRATION NO, 11001Z N0. DATE REVISION APPROVED S0602.59 i 14 ,r L i� l� a' NORTH ELEVATION SCALE: I /8"=I'-O" EAST ELEVATION WEST ELEVATION SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" IIII�i�ll'llllll IIIIII��►�����.,. • ELEV. 27.67 ELEV, 26.00 ELEV. 19.92 ELEV, 10.00 ELEV. 27.67 ELEV, 26,00 ELEV. 22.00 F.F. ELEV, 10,00 SOUTH ELEVATION SCALE 1 /8"4-0' DOOR SCHEDULE FRAME DOOR SIZE MATERIAL REMARKS MARK MATERIAL OI ALUMINUM PAIR OF 3 -0 X6 -$ XI-3 /4 ALUMINUM FULL LOUVERED O2 ALUMINUM 2'-8"X6'-8"XI--3 /4" ALUMINUM BOTTOM HALF LOUVERED O STEEL 3'-0"X7'-0"XI'-3 /4" ALUMINUM NARROW LITE O STEEL 10'-0"X12'-O" ALUMINUM MANUAL ROLL -UP Conklin Porter and Holmes ENGINEERS, INC. oPOST OFFICE BOX 1976 500 W. FULTON STREET DAT E 0 SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 r TO PROJECT CONTROL FOR I'-2" 11 VAPOR BARF (TYP.) 6'-2" 3'-0" 9'-01, 3'-0" 47 of it 1 � i I I I I 4 it � L_� n 4 3e o.rwi 2-2lot-Olt2 rz I 32 33 t 5'-0" I J— r-- L STANDARD L 1 -"� HAIRPIN 4" 1/2"' PLYWOOD � FRAMING FOR NON- # 4 BAR IN SLAB I SHEETING FOR INTERIOR BEARING INTERIOR �ACH COLUMN I ( OF STORAGE ROOM _ PARTION '(TYPICAL? STUD WALLS (TYP.) � i r I B2 � I I I I I I 1 1-- 1 I I 3 33 1 12` 43 L 323 1 LOAD BEARING INTERIOR PARTION. II I I ( I I 8,-0„Is ANCHORBUILDING COLUMNS @ TO L.—J L.—� I I S UD W LL (TYP.) EACH END, _J INTERIOR RESTROOM 3'X10' I I 4'-10" 5'-0„ WALLS & CEILING FINISHED ROOF LIGHT I r _ �__, WITH 1/2" GYPSUM TRANSMITTING ■ —�L(GREENBOARD) PANEL (TYP.) '"■ ■ ■■■ _. ■ ■ ■ CD L* 0 all 8 23"-4t' i I I I 24`-4" - I LO 0 I I I i o N rx, I I I 32 3 L®_ A 2 L__� 32 32 I IL 1,`0„ -0" 10'-01, 2'-6" 10'-0" 2'-O" 10'-0" 2'-6' 10'-01, 2'- " 75'-4" MAINTENANCE / STORAGE BLDG. - FLOOR PLAN SCALE: 3 /16" � 1' -0" " ANCHOR BOLTS ,000� SECTION W I SCALE: I" = I'-0" 32 3 W1.4X1,4-6"X6"WWF— 6", �e • e • 3 -#5 REBARS @ 6" O,C; 2-#3 TIES @ 6" O.C. 2-#4 HOOK BARS @ CORNERS ONLY 4-#6 DOWELS 4-#4 @ 10" O.C. E.W. 2-#3 TIES @ 6" O.C. I 6" STL. BOLLARDS 90 (TYP. FOR 7) I0'-0" 2'-2 ` —1-j -- 4-#6 DOWEL BARS OVERHEAD DOOR-,I� JAMB 47#6 REBARS 10" O.C. E.W. 8 *COORDINATE DOOR OPENING, AND HARDWARE REQUIREMENTS WITH MANUFACTURER OF BUILDING AND DOOR SUPPLIERS, HEAD 4-#6 REBARS @ 10" O,C, E.W. I I S 1 VAPOR BARRIER (TYP,) SECTION Y Y I SCALE: I" = 1'-0" ��3. 3 ACTIVITY NAME DATE DESIGNED BY: T. L.Z. 2/91 DRAWN BY: H.M.L./C.D.P./A.L.S. 3/91 CHECKED BY: T.L.Z. /T.M.Z. 3/91 APPROVED BY: T. L. Z EN KE R 3/91 REGISTRATION NO: 43452 NO. DATE G Fa 3 -0 SQUARE EL, 10,00 3/4" LIP WITH TOOLED EDGE I r - SECTION EL. X E;. 1 1/2° 6 SCALE: I" ; 1'-0 32 32 18" 11 d # - SECTION A 2 SCALE I /'2"=1'-O" 32 �32 MAR 171992 r BARS @ 6" O.C. MAINTENANCE / STORAGE UILDIN THICKENED SLAB DETAIL 43 FLOOR PLAN & SECTIONS, SCALE: 1" = 1'-0" �52 13_,�) SCALE DRAWING NO. r As NOTED WATER RECLAMATION DATE FEB.199I FACILITY- EXPANSION 32 REVISION. APPROVED JOB NO.SO602.59 CITY OF S.ANFORiD, FLORIDA- i I' I� O M 0 2"x 10" HEADER _\ 3 /8" GALV, ST, "J" BOLT W / NUTS a WASHERS 0 4'-0" TYP, 2"x 10" RAFT E RS @ 12" O.C. (TYR) W8 x 13 C2 ALUMINUM HANDRAIL 1 11/4"ALUMINUM GRATING 6'-0" ALUMINUM HANDRAIL PLAN VIEW BRIDGE AT DIGESTER BUILDING SCALE 1 /4"=I'-O" 8'-0" 61-061 A _ I - A I _ A_ 2"XIO" 012" O.C. i I 4 MIN, LAP W/ 3/4" PLYWOOD I 11 I DECK ,\,N I I _- ALUMINUM GRATING C4 x 2.16 ALUM. 3" DEEP PITCH PANS 6" SQ (TYP.) rX, 2"� x I/8"ALUTA. TUBING �p// EXISTING DIGESTIVE 11 BUILDING ROOF 11 4 SQ. x 1/4 THICK ALUM. BASE PLATES ANCHORED TO EXIST HOLLOW CORE ROOF DECK W/ 1/2" STN. STL. EXP. BOLTS a BOLTED TO WALKWAY W/ 1/2" STN. STL. BOLTS. SEGTION Y C 2 SCALE 1"=1'-O" 33 3 2-2"X4" HEADER SOLID BRIDGING (TYPICAL) 2-#5 BARS 1/2" PLYWOOD (5 PLY- CDX ) N 3" 0 LALLY COLUMN w u 2"X4" STUDS 0 16" O.C. W / FIRE STOPS 8"X8"X 1/2 " BASE t W /4- 1 /2" ANCHOR BOLTS I '--- 3-#5 BARS 3-#5 BARS EACH WAY (TYP) I 1'- 4" (SQ) I 6"X6"X STL, BEARING PLATE Conklin P p 0 Po SECTION i I 2 SCALE 3 /4"=1'-0" 32 33 211x 8" P.T. PLATE 3/8" GALV. ANCHOR BOLTS & WASHERS @ 4'— O" 0. C. 33� ° I 2" LG, X 3 /4" SLOT IN .a BEAM FLANGE " 1 1/2" a ° 6" ANCHOR EMBEDMENT 0 a ?. 5 /8" GALV . ST. "J" BOLT W/ NUTS a WASHERS 16" DETAIL r44'� NOT TO SCALE 3 33 and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 TO /-- METAL BLDG WALLS (FRAMING NOT SHOWN) 2"X4" P.T. SILL PROJECT CONTROL FOR NEW ALUMINUM HANDRAIL EXIST, STL LANDING 1 9'- 4" 2"x 10"@ 12"O.C. W/ 3/4"_7 PLY— CDX PLYWOOD DECK EXIST, 24' STRUCTURE NO. I DETAL SCALE 1 /4"=1'-O" SEE DETAIL[ 44 EXIST, STR, N0, 2 (TO REMAIN) EXIST, CONC, PLUG AT STRUCTURE N0, 2, CUT PIPE AT PLUG AND REMOVE PIPING AS SHOWN TO STRUCTURE'NO. I " zW8X1 LO `i 4"X6"X I / 2" TOP PLATE EXIST, 24" W /4- 1 /2" BOLTS (TYP,) 3" 0 A 36 STEEL N LALLY COLUMNS (STANDARD WEIGHT) #5 BARS 0 ul FILLED CELLS (TYP) ` II EXIST, NOTE; FRAME WALL NOT CONCRETE I SHOWN FOR CLARITY SIDEWALK I EXIST, STR, N0, 1 45 SEE DETAIL 33 33 1 1/2" GROUT (TYP,) CL 2DIFFUSER 8 I I I SOLUTION LINE o — — — — — (D ®I I I TO BE REMOVED 1. 3-#5 BARS 1 6" O.C. 3-#5 BARS E.W. (TYR) u) I` - Ix (AT COLUMNS) #5 DOWELS ® I w 1'-4" SQ, FILLED. CELLS (2'- O" (@ COLUMN) a (11 tOL.) (TYPa (@ PILASTER) I -I 3/4 9- 1.1/8 9- I I/8 SECTION z I I � SCALE 3 /4"=1`-0" 32 3 � EXIST, CAP EXIST, CAP \ i 1 I I EXIST, BRIDGE STRUCTURE NO. I DEMOLITION PLAN SCALE I /4"=1'-0" MAR 171992 MAINTENANCE BUILDING DETAILS AND MISC, SITE IMPROVEMENTS ACTIVI TY NAME DATE SCALE AS N TED DRAWING NO. DESIGNED BY: -t �•�. ` 0.1-H. �g1 Q WATER RECLAMATION DRAWN BY: G. J �J .L.9. 2�g1 DATE% FEB. 1991 FACILIT i ���AN�ION CHECKED �-I. /cl 21 1 3 APPROVED BY: TL. ZEAWEX JOB NO. S06O2.b9 CITY OF SANFORD FLORIDA REGISTRATION NO: 43452 N0. DATE REVISION APPROVED I t:l J ' a a j 1 '�..M1. J �• ,.. .• . I� ,. t IVO L MINIMUM 4'. 0'! (TYP.), 1 Circular 0 p e n i n a 4'-0"LONG (TYP,) 1 NOTES. I. ALL REINFORCEMENTS SHALL BE PRESERVED AND BENT TO CLEAR NEW OPENING 2, BONDED CONSTRUCTION JOINT TO TYP.) CONSIST OF ROUGHENING EXISTING CONCRETE SURFACE AND APPLYING CONCRETE BONDING AGENT 3, PROVIDE ADDITIONAL REINFORCEMENT AROUND OPENING IN ACCORDANCE WITH TYPICAL DETAILS 2" MIN. (TYP.) SIDES UP TO 3'-0" USE 2#4 E.F. GREATER THAN 3'-0" USE 2#5 E.F. Rectangular Opening ADDITIONAL REINFORCEMENT DETAILS SOME MODIFICATIONS OF REINFORCING AROUND OPENINGS MAY BE REQUIRED DUE TO AREA CONSTRAINTS. ALL CHANGES TO BE APPROVED BY THE ENGINEER. THE NUMBER OF BARS SHOWN ARE FOR ONE FACE /MATT ONLY, JOINT SEALANT AS PER SPEC. CONC. 077o` 0 p ° EXPANSION JOINT MATERIAL JOINT SEALANT DETAIL NTS Conklin Pc 0 STATLER SERVICE & RLIPPLY CONC, SLAB ON WALL ranninc'n ��"lclTRUCTION JOINT EXISTING- CONCRETE TO BE REMOVED IN THIS AREA �- NEW CIRCULAR OR RECTANGULAR OPENING NEW OPENING THRU EXISTING WALL OR SLAB 6" P.V.C. WATERSTOP W /WIRE TIE J SLOPE BAR AS ROUGHENED u REQ'D TO -CLEAR Z+ CONSTRUCTION N WATERSTOP JOINT • TIE WATERSTOP IN PLACE WITH WIRES TO REBARS @ 24" O.C. CONSTRUCTION JOINT THE CONTRACTOR SHALL PROVIDE CONSTRUCTION JOINTS AS DETAILED ABOVE FOR ALL JOINTS SUBJECT TO SUBMERGENCE OR GROUND WATER WHETHER NOTED OR NOT, UNLESS CALLED OUT DIFFERENTLY ON DRAWINGS. BEARING BARS TO BE AT 1 3/16" CENTERS CROSS BARS TO BE AT 4" O.C. 1 /4" THICK ALUM. TO MATCH GRATING 3/16"XI"X8" BENT 1 /2 X6" STUDS BAR AT 18" O.C. I" MIN. OR SEARING " AT 18" O.C. COAT ALUMINUM SURFACES TO BE EMBEDDED IN CONCRETE WITH TWO HEAVY COATS OF BITUMINOUS PAINT TYPICAL GRATING FRAME SECONDARY POUR PRIMARY POUR WATER STOP MAY BE OMITTED 2"X4" BEVELED CONSTRUCTION KEY WHERE STRUCTURE NOT SUBJECT MIN. LAP TO LIQUID HOLDING OR GROUNDF W /6" WATERSTOP (CONT.) WATER, WITH ENGINEER ° ... APPROVAL. BEVELED 4. CONSTRUCTION KEY SHALL .Q REMAIN AS DETAILED. TYPICAL SLAB CONSTRUCTION JOINT SHEAR DOWELS I°x8'x6" NEOPRENE PAD SLAB BRIDGE SUPPORT REINFORCEMENT INTERIOR WALL BEAM TO FLOOR SHEAR DOWELS / MAY BE 6"x 8 °x l/ " L TURNED UP AT FILLED CELLS ONLY PLATE CAST INTO CAST -IN PLACE FLOOR CONC. BEAM CONCRETE MASONRY WALL DETAIL CONNECTION DETAIL s9 SCALE: 3/4"=1-0" 28 34 r, OF BEAM ABOVE 3 ADJACENT 3 ADJACENT CORES CORES —WALL STEEL 2 �4 (TYP.) 3 2 #5 SOLID GROUT FOR EACH SIDE � WALL REINFORCEMENT AT BEAMS OR TRUSS SUPPORT I. FILL MIN, OF 3 ADJACENT CORES UNDER ALL BEAMS (TROLLEY BEAM) SUPPORTED ON THE MASONRY WALL a REINFORCE EACH CORE W/I-#5 SAME SIZE a SPACING AS M f REINFORCING l ( SEE PLANS FOR DETAILS 1 REQUIRING ADDITIONAL i REINFORCING AT CORNERS AND/OR INTERSECTIONS Intersection Corner TYPICAL WALL, BEAM & FOOTING REINFORCEMENT L,S TYP. HORIZONTAL REINFORCING .� OVERLAPPED IN CORNERS 8 SPLICE L VERTICAL BARS SHALL BE AS SHOWN ON PLANS PLACEMENT SHALL BE AS NOTED IN SPECFICATIONS. TYPICAL WALL 'REINFORCING DETAILS PRECAST DOUBLE "T" BEAM 3/4" "J" BOLT 6"x8"xl/2" STEEL 2" ANCHOR PLATE CAST , , 2" 6'. 6"x8"xl" NEOPRENE CAST INTO BEAM PAD 2" 2-13 /16"x2" SLOTTED HOLES FOR 3 / 4" BOLTS 6%8"xl /2" STEEL PLATE CAST INTO 3 /4" "J" BOLT ANCHORS WELDED TO PLATE SUPPORT BEAM (EXTEND "J" BOLTS FOR NUTS 8 WASHERS) 0 SECTION 72 SCALE: 3 /4" - 1"-0" 3 3 NOTE: SPACE REINFORCING TIES IN BEAM EVENLY BETWEEN BOX -OUT WITHOUT EXCEEDING THE SPACING PER THE DESIGN. 2" CLEAR SHALL BE MAINTAINED BETWEEN REINFORCING TIES AND BOX -OUT. , BEAM PENETRATION DETAILr94 SCALE: 1/4" = 1'-0" 2 3� MAR 171992 r rA r r ® , STRUCTURAL DETAIL SHEET r ACTIVITY NAME DATE _ rter and Holmes SCALEAS NOTED DRAWING N0. DESIGNED BY: C.J. 2/g1 WATER RECLAMATION ENGINEERS, INC. DRAWN BY- A.L.S. Z/ow DATE- FEB, 1991 POST OFFICE BOX 1976 CHECKED BY 8 C.C. Z��/ FACILITY EXPANSION 500 W. FULTON STREET 34 SANFORD, FLORIDA 32771 DATE TO FOR , APPROVED BY:-021TOL C. CONLILIN ?j01 I. 4 /91 ADDED SECTION AND DETAIL B.C.C. JOB NO. S r;302,59 CITY OF S A N FO R Ds FLORID A TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: 110VJZ N0. DATE REVISION APPROVED • r 1 — CROSS BARS TO BE AT 4" O.C. BEARING BARS TO BE ALUMINUM GRATING FRAME W / - AT 13/16" CENTERS FORMED LIP FOR GRATING CLIPS AS SPECIFIED l , ' " • o - _ 3 / 16 X I „ XS BENT BAR AT 18" O.C. .o • .o ' OR 1 /2 X6 STUBS AT 18 O.C. GRATING A ANCHOR CLIPS - - I" MIN. BEARING /4" MIN." , NOTE: COAT ALUMINUM SURFACES TO BE EMBEDDED IN CONC. WITH TWO HEAVY COATS OF BITUMINOUS PAINT. GRATING DETAIL �64 NTS 7Tjy C/L HANDRAIL ' I 3" 1 /2' DIA. x 6" WEDGE ANCHORS + STN. STL. ALUMINUM WALL BRACKET PER MFR DETAIL 65 NTS Q[3y SEE HANDRAIL SPECIFICATIONS 20" MAX. 20" AX. 20" MAX. N I 3' - 0„ I ALUM. MAX. SPACING HANDRAIL I/2"qL - I - ;h SCH. 40 N Q (TYR) I 59 TOEBII ARD 3 3 — PLATE OR GRATING - r N I I CONC. FIN. a o o i FLOOR - II II � STRUCTURAL MEMBER I i 63 - d 1 3 36 61 36 36 CONC. STRUCTURE EL -r NATION L DETAIL 67 N.T.S. T 36 Conklin Porter and Holmes ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 STATLER SERVICE & SUPPLY - cn I rh POST. REINFORCING i INSERT WALKING SURFACE I._ � II I�_ N 1 4'I/2il LI�r II I� I� N LO iv I I I N — I� II � 7/16 HOLES II II 1� 1 II II + LI I � r�1 I 2 5/8" 3 1/2" ELEV. 1/32" THICK NEOPRENE GASKET STAINLESS STEEL BOLTS WITH S.S. WASHERS DETAIL N.T. S. HANDRAIL ' POST REINFORCING f INSERT ALUM. COVER j FLANGE W / SET SCREW _ .c•I, Ii.� a .',,• SET IN EPDXY DETAIL 66 N.T.S. T PROJECT CONTROL FOR 10" GRIND WELD SMOOTH 62 936 // II 3/8"X3'-0" — —— 2 ALUMINUM TREAD // WELD /i CI X 10.37 ALUM. STRINGER DETAIL NT.S. Tom' 3/8" S.S. MASONRY ANCHORS (4MIN.) E— 1/4"MIN. zOD � M 19 CONCRETE LANDING L's 3X3X3/8XO- 8 L.G. ON INSIDE OF CHANNELS 3/4 0 S.S•BOLTS,NUTS, AND WASHERS 8" LONG, us N. / 3X3X 3/8L WELD ON 3 / OUTSIDE OF CHANNELS TYF? „ / MINIMUM 3/8 / C12x 10.37 ALUM. STRINGER II 3/8"X 3'-0" ALUMINUM WELD CLOSURE PLATE —� I , i TREAD WALK I -- --- 3/4" GROUT „I 1-3/4 S.S. CONCRETE ANCHOR CONCRETE STRUCTURE OR FOOTING EQUAL EQUAL REINFORCING INSERT DETAIL POST REINFO • T 36 .,I —TO SUIT /_j STAIR GASKET (WHERE REQ'D) ELEVATION 1/2" S.S. (MIN.) BOLTS, NUTS & WASHERS - i 1 i I 2- 9/16'� LlHOLES —I 7/ 8" 1 3/4" 1 3/ 4" 7/ 8" 5 1 /4 " LENGTHEN PLATE AND SPACE BOLTS AS REQD. TO PROVIDE BOLT INSERTION OR INSERT BOLT FROM BOTTOM D ETA I L 61 N.T. S. T 36 4" MIN x LENGTH (PLACE 6" FROM EACH END OF TREAD) 11 3/8" X 3'- 0" ALUMINUM TREAD HANDRAIL NOTES I. HANDRAILS, POSTS, BRACKETS'AND MOUNTINGS SHALL BE DESIGNED TO CARRY MIN. LOADS OF 50 LBS./FT., OSHA AND SOUTHERN BUILDING CODE LOADING REQUIREMENTS ALL HALL BE 42" HIGH ABOVE FINISH 2. ALL HANDRAILS SH FLOOR UNLESS NOTED OTHERWISE ON THE PLANS STAIR RAILS SHALL BE 32" HIGH. 3/8"DIAMETER 3. FURNISH AND INSTALL H. J. THELEN CO. OSHA TYPE STAINLESS STEEL ALUM. TOEBOARDS ON ALUMINUM POSTS WHERE FASTENERS NOTED ON PLANS OR REQUIRED BY CODE. (2 EACH SIDE) 4. THERE SHALL BE A - GASKET TYPE BOND BREAK IN ANY CASE WHERE TWO DIFFERENT METALS OR ALUMINUM CARRIER METAL AND CONCRETE ARE FASTENED TOGETHER. ANGLE WELDED ON UNDERSIDE OF TREAD 5. HANDRAILS SHALL BE 1 1/2„ I.D. SCHEDULE 40 to N.T.S. TREAD I I"I I" RADIUS ° ALUM. ANCHORS COVE o' 16"O.C. (3 MIN.) cr vWi 411 MIN. o '- �' (- Q v�� COAT EMBEDDED ALUM. PER SPECS SAFETY TREAD It DETAIL N.T. S. T 3�i POST REINFORCING INSERT ALUMINUM I HANDRAIL S.S. PIPE CLAMP ALUMINUM ( i TCEBOARD 1 I I o o 03 o 3/8" S. S.CARI ~ BOLAGE TI, NUT, I TOP OF WALKING MINIMUM a WASHER I I -' SURFACE C 12 X 10.37 a ALUM STRINGER -I/4" ALUMINUM SAFETY I NOSING I 1 3/8" t ALUMINUM TOEBOARD 1/32 " THICK NEOPRENE GASKET DETAIL 59 N.T. S. T.., i MAR 17 1992 ANODIZED ALUMINUM OR 2 NOM. OD. DETAJ L MISCELLANEOUS DETAILS. N.T.S. T STAIRS & HANDRAILS ACTIVITY NAME DATE , - SCALE- AS NOT DRAWING NO. I WATER RECLAMATION DESIGNED BY: !3 � z 0, FACILITY EXPANSION \ DRAWN BY: A.L.S z 607! DATE! FEB. 1991 36 all CHECKED BY: C.J. E.N. 2 C I TY, O F S A N FO R D, F L O R I D A ' APPROVED BY PAl1L E. Ft7R1"ER 3 all 10 7/91 REV. HANDRAIL DETAIL N0. 67 C.J. JOB N0. S0602:59 j REGISTRATION NO: 1455(v NO. DATE REVISION APPROVED �I - I 5B f 4B -4 3B �'� �- A-6 -- 5C 14A I I I CD A-6 I � o A-6 •0 � 1/4" CLEAR, I AWNING TEMP. FIXED GLASS 0 o 36 rd`�WINDOW 4 .00OR TYPES - �1 /4"=1'-U" TYPES. A— - 1 /4",1'-0" SEE WALKWAY DETAILS SHT..A-'FOR STOREFRONT. ALL DOOR FRAMES TO HAVE 4" HEADS' R Pt�o�Jlp� GIIR� -�i III-ol f0f� A-}U' Ab• , 107 i � �.• • I�Lg � s 0 FE • � i�,i✓I��o�G�t� Vi✓ps("ICAI, f�.L�• �j � g�� �OUNi7A'rll�N '�LAi-I • :•o 9• SEE UPPER LEVEL FLOOR PLAN FOR STAIR LOCATION' 4' Y SLUDGE ROOM • 106 �pU Nt�,h-raid •-�.I-I IZ�-oll Iol.pll • THROUGH WPILL',FAN w REMOVABLE ALUM. LOUVERS ' SEE, SPECS. I III • ,gyp _O 4 A-4 LOWER LEVEL %wonklin IPorter and Holmes I I I 2-e2 DOOR SCHEDULE MARK FRAME DOOR REMARKS MATERIAL FINISH SIZE MATERIAL FINISH HARDWARE CLEAR « CLEAR 1 /B ALUMINUM ANODIZED 3' -O"x 7' -0"x 1 3/4" ALUMINUM ANODIZED ITEM ail f�- I Ao6L ibocP) CLEAR. CLEAR ANODIZED' 3' -O' x 7' -0"x 1 3/4' ALUMINUM ANODIZED ITEM #1 LAP--:>E✓- P06;1P PLASTIC STEELM •PAINTED 2'-4"x 7'-0"x 1 3/4' S.C. WOOD 4 LAMINATE ,ITEM #2', ,+vv e: MAi�ol.l;-(t(r�, PLASTIC 4 C STEEL kH PAINTED 3'-0"x 7'-0"x 1 3/4' S.C. WOOD LAMINATE ITEM #8 PLASTIC STEEL RH PAINTED 3'-0"x 7'-0"x 1 3/4' S.C. WOOD LAMINATE ITEM fl3 CLEAR CLEAR 6/A ALUMINUM_ ANODIZED 3'-0"x 7'-0"x 11'3/4' ALUMINUM ANODIZED ITEM #4 CLEAR TWO _ CLEAR 7 ti ALUMINUM ANODIZED 3'--0"x 7'-Q"x 1 3/41 ALUMINUM ANODIZED ITEM #5 CLEAR CLEAR 8/A ALUMINUM ANODIZED 3`-0'x-7'-'O"x 1 3/4' ALUMINUM ANODIZED ITEM #6 CLEAR CLEAR C ALUMINUM ANODIZED 3 _0"x 7'-0"x 1 3'/4:' ALUMINUM ANODIZED ITEM #4 . a N - A-4 _ II F4�1 V� �IjH. I AHt�lIV A A . Y Q L _ 5' - r A-4 .r. . 0-I-olI ENGINEERS INCERRYBE�RRY 9 PAVELQHAK POST OFFICE BOX 1976 500 W. FULTON STREET ARCHITECTS '- 00 SANFORD, FLORIDA 32771 ®ATE TO FOR P.A. U TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL ROOM FINIS!- SCHEDULE MARK NAME CEILING FLOOR WALLS BASE, HEIGHT REMARKS ACOUSTICALI PA NTED 100. LAB TTLE TERRAZZO MAS/DRYWALL TERRAZZO 9'-C" ACOUSTICAL PAINTED OFFICE101 TILETERRA MAS DRX[dALL Tf RRAZZO 9'-O" PAINTED 102 STORAGE DRYWALL TERRAZZO MAS/DRYWALL TERRAZZO 9'-0" 103 RESTROQM DRYWALL CERAMIC CERAMIC CERAMIC ACOUSTICAL 104 ENCLOSED_WALKWAY TILE VINYL. FAINT VIIq f -7'-10" *EXPOSED : **PAINTED FAIRf ?,t+rtP e e�-fAIfa, 6�:l-�,f14 105 STAIR EXISTING 'CONCRETE : MAS NONE EXISTING 4 H6W , 1 j ZNt7 �LDOVA;1- *EXPOSED **PAINTED 106 SLUDGE ROOM EXPOSED CONCRETE MAS. NONE 14`-1-3 *EXPOSED **PAINTED 1.07 ELEC./MECH. _ EXPOSED CONCRETE MAS. NONE 14'-3" NOTES: I"* CONCRETE FLOOR SLAB SHALL BE SEALED AS PER THE PAINTING SPECIFICATIONS. ** EXPOSED,MASONRY WALLS SHALL BE FLOATED AND TOOLED WITH A HORIZONTAL "V" JOINT, MOTES: 1. The following. items to be furnished by Owner: Refrigerator (2), Incubator (1) and cabinet (3). 2. Remove existing window on west side of existing building .to create connection .between existing- building and new building as shown on floor plan. Fill TOWEL DISPENSER; TOILET TISSUE HOLDER II MIRROR I II d I II �O DOUBLE COAT HOOK 4 -� 0 lo,Q -0'00 �l-IJII �I-GPI fiI ►I I II I II I II I II I1�-11 34-52 l-4:::� ACTIVITY NAME DATE DESIGNED 'BY. SCALE.- AS NOTED DRAWN BY: DATE FEB. 1991 CHECKED BY APPROVED BYE REGISTRATION NO: N0. DATE REVISION APPROVED JOB N0. S0602,59 ' n, LAN-VING1. •GL��,i� A�IbbIZ�t7 . LU�M. CPLuHH (ALUH.'U•r 2 IM A I d 3.4 I hAMI% A09 �pof, t�F NI�AC1 Tr ff nr r - MTL• r�Tlli, PLAN 9 ='OFFIT A-2 . 3/4'1=1'-0" WA-1, 15A, 'Wi;. - °►.:: -------------------------- Z2 I,d'I i 3 SECTIDN ,SOF;IT A-2 1 1/2,q_V_0„ LEGEND 2 x 4 Acoustical Tile. (4;,V r0,-4.25-t) 2 x 4 Drop -In Flourescent Light,Fi:xture Surface or Pendant Mtd.. Fluorescent Fight Fixture A/C Supply Diffuser A/C Returner Air Grille/ExhaustTFan Grille T GiffVPaihted Exposed Concrete Painted NEW ENCLOSED WALKWAY & BUILDING EXISTING BUILDING i i 7 MAR 171992 LOWER LEVEL REFLECTED � UPPER LEVEL REFLECTED A 2 CEILING PLAN 1/4"=1'-0 A-2 C I.LIIVG PLAN 1/4"=1'-0" THICKENER BUILDING REFLECTED CEILING PLAN ACTIVITY NAME DATE, Conklin Porter and Holmes ❑AIMWOOD DESIGNED BY SCALE AS NOTED DRAWING NO. WATER RECLAMATION ENGINEERS,EN��NEER� INC. DERRI(BPAVELCHAK ERRY DRAWN BY: DATE FEB. 1991 Am2 FACILITY EXPANSION,h. -POST OFFICE BOX 1976 CHECKED BY: 0 500 W. FULTON STREET ARCHITECTS, DATE TO .FOR APPROVED BY: SANFORD, `FLORIDA 32771 P.A. .JOB NO. S0602.59 CITY OF SANFORD, FLORIDA TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATION NO: N0. DATE REVISION APPROVED 0 Ir k f L1x(�. of AWK A�U•CT. — U2'I M N-(Ira VOLT jD(—H416,1 G WS H t4f ea f LATe, INS �C,�Dlf . 2.410. G . 3a7 N►�iN c7N MTL• LAId C, • off'' LU M' CA�p M Ii.1 INr�U �• Iti ' 14Z 2�r I �. . I a V1'0' ga?i 11A/ 7iCOI�I'I" aolr Gil U IGOHPI Cs'4A\l1-L 'II�UL•�i�,IG�Ib�•Gt1nIALLIM• GL -�LA�►N�. ROOF C;PNNE* L O'r6-"',\CAP FLAS A-3 L., A-3 y IPLICE �UII� or ?oor. 0/ f�HD1712 17 I I1 T � H ve� Zx4-� GI,�At� ANo17rat2 ,O�7�, flo(a w 7 vf3Ai H/-nC�� Mll -_ — -rofOr ALUM Zdx�1 MTL• ANCiWL— q 0 Z'I 11�f2 l L. MTL L. Mld --- �U���lt�� AeOUriflGAL -(i U� , ftu fwl - W/ 4�� IcaL� � x� ��At�• CaLAA4�5 - li(I I i �'I MIS. Go�C• j � � �-• a- 1"o}�PINC� , � j -�- ,�'L-A�?, DENC,bIZ,6V �I�IiL �yop��Nc� 7 I d MTL . ,,7f U-tev@ ?41- ,�2 �/q-II 11CCp �71�! I I1' 2- I(%'I Z- I I%}'' +I %� C ALV. M 1 `l/ -4 1I/ AY SECTION 3/4°=1'_0, Conklin Porterand ®It�es ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 1 "= V-0" ��oll t6IL t1q. LU M, coLLm U. ,o IHC-4 SECTION ROOF OVERF, I v , ., , vi --1 � v , -/ -fA"PE-f � Ev, I421,ILA-rIofl -r2---�STOREFR.'T ROOF PLAN--! A-3 ELE�i 1/4"=V-0° :A--3 1/4"=1'-0" ACTIVITY ❑AWWOO❑ DESIGNED BY: CERRYBERRY PAVELCHAK DRAWN BY CHECKED BY: TO FOR ARCHITECTS' APPROVED BY: P.A. PROJECT CONTROL I REGISTRATION NO: ELEVATION I W- DETAIL NAME I DATE 1 "= V-0" N 0. 1 DATE 6V :. �•- .:��•', , � ,!III i) I� II U II II • II . SECTION ELEVATION ��4:�ROOFLACC ETAIL A-3 1 1'-0" OTES: �• Vent pipes in exterior walls shall be realigned out of wall on the interior above the 2nd floor ceiling elevation before passing through concrete roof slabs. EE f I� i:. I A uu _ EXISTING BUILDING NORTH ELEVATION A-4 1 / 8"=1'-0" 3 5 1B A-3 A-4 A-6 .oho l SLUM 40• i 01' 1'A /13t1 •• �R i AI.uM• I Hidvil I�Ih II +. ! • ( AL' A=T'ELEVATION If 1 / 8"=1'-0" LAB I .aQoli �L1JM • �LA�- I ICE. qAE THrip, PAL-b-( I0L-- W W t�c� yJ� �t . • . � - /i / jAi �— OPEN AL�UH. PA�I>;� . NEW ENCLOSED WALKWAY • J& BUILDING Sint TH ELEVATION A-4 1/8"=1'-01 II % IIIIr� II'% IIII!' II!' Z4i ej _ -.o40'Il�W H, 5 A-4 NOTES: II jy�. -vr14 N �7r62 40-11 1, Interior finishes shall be coordinated with existing building. .f L AMr) 3� i -rAjN-�V GpNC : < . : ,.. !'r 2. Exterior finishes shall match existing building finishes. --'AI4(w CHIC. I %1-4V 1 II dc�fLw-�&l- , . . • �• j� LAND . .. ; . , • .. : , -pf AlrL �/A �o 2 J EST EiLEVATLOi A n 1 .4 1011-11 n" 31��- IoI 17'I STAIR �' + - e Co•>�t�rI COS k4l W ��M) LAHVIt (G MAIL. w I d GG .� 5 A-4 it 11 I� I EXISTING_,MEW CONST EXISTING �Lac� • LI j� �7C'(4G� . W►H V V f I q �4 A/ -VA IHfeV r-�'I�ccra. 02 --V-X15lIt`I6 -� ► 9�I � IN I� e i✓N�-Lc2-: �,eV N k! �NG,a2�-ram L KWAY Wit✓ Vl✓-rAl L� �I -. tZ -o i . �f SLUDG ROOM OPEN ot�cc�, I - i �I� 4 �( G-I LAWIdCl N 4 LANOiNC� ? SAIL. rs �T ELEVATION GXT'Go 7AT'.BUILDING MAR 171992 SIN I� I%LOQR NEW BUIL®IN ' EXI.ST10 BUILDING 5 BUILDING SECTION . THICKENER BUILDING„ ,_ EXTERIOR ELEVATION A_4 3/16 _ —1 0 _ , A(-TI V I TY N4AAF FATE ?t;�? 1I 1. [�' 1 d 2­411 I '�70 11 1II �o1 I. Z� I. i�1 I I r' IL L AOt K I `2 i7 A1.�1 R Utz I i I Z / \ III ' 3oj1 , �011 , 1 Gl II yi�l I �,I moll Sall � I I I I I I dIZI �21-co MILLWORK ELEV. C@ WEST WALL 07� 3 MILLWORK ELEV. @ WN SIDE OIL Wo ISLAND' A-5J - 1 /2"=V-0" IJAcKG�LA441 AGrp -(C;'F I 241 2-41 I .I IW-AMPiz, I MILLWORK 7A:�57ELEV. @ No. SIDE OF IE. ISLAND, 1/2„= V-0" -F,"I(IG LAH. VP 47P- AJ,Jtl� UNIT oAc-mip LAB VIAe-5riC. LAH. T 0 21, Z 'I I Ibt LS¢, �}I-31/2 (�'7� MILLWORK �-5 ELEV. @ E. SIDE OF W. ISLAND + Wo SIDE CIF E■ ISLAND 1/2"=V-0" �-5ELE. @ RR Conklin Porter and Holmes ENGINEERS, INC. QPOST OFFICE BOX 1976 500 W. FULTON STREET [DAT SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 TO I FOR PROJECT CONTROL � IZ 1 Z2." ��� I 'moo" � 7�� �,• I, moo• I ' JI .:. • . .. � �AI�� �M U �� �-- �.4I1�-ram, 'CM u } � • �. • � � �-�Lo�(� LA t�l. Tom. _ b-- V11,AwEA 51 K 4 lfv� fl N I-r h I K • \\\ i// ice/ \\\ �// \ \ /// \\ \ \\, /// II ' i1 ' II , II Z4 ► o W 3o I I �i 30 I Z4 I Z4 �0 1� I S I 30 ' -� �-�- I �0 1 '3� 1� �ILL� Zvl_oli NORTH WA 2 MILLW A-5 ORK ELEV Z4j1 I 24' i 7,41 I I �2 I II �-o - MILLWORK A-5 ELEV■ @,So SIDE OF Wx $$LAN. 1/2"=1'-0" . _.. . I .. , I 1 /2"=1'-0 MILLWORK ELEV.," @ E. SIDE _ MILLWORK ELEV. @ No SIDE OF �5 W.W -ISLAND + So SIDE OF E. ISLAND 1/2"=1'-011 21, Z 'I I Ibt LS¢, �}I-31/2 (�'7� MILLWORK �-5 ELEV. @ E. SIDE OF W. ISLAND + Wo SIDE CIF E■ ISLAND 1/2"=V-0" �-5ELE. @ RR Conklin Porter and Holmes ENGINEERS, INC. QPOST OFFICE BOX 1976 500 W. FULTON STREET [DAT SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 TO I FOR PROJECT CONTROL � IZ 1 Z2." ��� I 'moo" � 7�� �,• I, moo• I ' JI .:. • . .. � �AI�� �M U �� �-- �.4I1�-ram, 'CM u } � • �. • � � �-�Lo�(� LA t�l. Tom. _ b-- V11,AwEA 51 K 4 lfv� fl N I-r h I K • \\\ i// ice/ \\\ �// \ \ /// \\ \ \\, /// II ' i1 ' II , II Z4 ► o W 3o I I �i 30 I Z4 I Z4 �0 1� I S I 30 ' -� �-�- I �0 1 '3� 1� �ILL� Zvl_oli NORTH WA 2 MILLW A-5 ORK ELEV Z4j1 I 24' i 7,41 I I �2 I II �-o - MILLWORK A-5 ELEV■ @,So SIDE OF Wx $$LAN. 1/2"=1'-0" . _.. . I .. , I 1 /2"=1'-0 MILLWORK ELEV.," @ E. SIDE _ MILLWORK ELEV. @ No SIDE OF �5 W.W -ISLAND + So SIDE OF E. ISLAND 1/2"=1'-011 NOTES: Cv, �g,ovlt�� ^xr-- s 'f'AHeL,5 Af t2Aci,i �I>`llfi�. 1. Use 3/4" particle board for construction of millwork unless otherwise noted.- 7. t,�X-r6NP CoLIN�'�r� -ro�� III)i`%N� CA12?10Sf fAC.r-,• 2. Provide flush standard's at each side - of double door cabinet unit. 0. 1'Lf�l�� ALL Cgfl rrJ#�h-M A�'A. FLfW4-,? VAfo�rp -rV V I W - 6evLr 1 A -Pi Z -P2-?-2 f�"rf_12-)IG�17fA 3. Provide plastic laminated on all exposed surfaces except countertops. 4. Acid resistant counter tops shall be 3/4" thick filled methyl methacrylate with ot• PVdV--r1l\1V-2 fe2?, a Off Or fLA �- rt, LAMIdA%1-I. i A� Cot'11 j� �Y �• � '�1 '�L C� LhMI+I j'E• integral coved backsplashes and 1 1/2" marine edge. Provide permanent dupont joint adhesive. UH4-ei4, afFI�R1�l��E^ Nv(En• �• �>�odll�� LAM•Joi!- S 31M1N. f12)oM 51NK�: Jr. ACTI V I TY NAME DATE DAIMWQQD; DERRYBERRY DESIGNED BY: PAVEL.CHAK DRAWN BY: ARCHITECTS, P.A. CHECKED BY: APPROVED BY REGISTRATION NO: N0. DATE P,r-A LANf cz-vNf- T­(F• 2,<4 Wes• e5l0b @ Icv'o.0 . W/ -42I NCz L-�- mar• -FL r r r MILLWORK lxl .R.�• %ZII��ICI-��fl• Ixi R.S. _� Ix�}�'Tta2- o.c. M�4�K� K��� !�M op,. 1,�4�PT.@�oo•c.. '� _ �I�ff � � �� ZX'q.'�N ylt�fYL SIN• }_� 11 III I �� I II • 7o MILLWORK DETAILS �-5 3/4"=1'-0" . MAR 17 1992 THICKENER BUILDING ORK Ir scALEt AS NOTED DRAWING N0. � WATER RECLAMATION DATE FEB. 1991 FACILITY EXPANSION REVISION APPROVED JOB No. s0602.59 CITY -OF SANFORD, FLORIDA j ' r .. I ;. I' J o : :.. Z'I 2 x 4 ALUM. 4-rAf A,-t?-1r-W 29 LOU I Ail AI-14 o BALL N I�Av w/ 1/zl 6.A-' 21 x Z x %'� ALIT -ro Lod f Iqp 7 7 LOUVER DETAIL A-6 1 "= V-0" HEAD P� K'=] q lei! 'IAA Ihi( '�UCCo SEALANT �iltl►� �S�,IP ��'J✓M�oll -A, �oo�,� 7 8 °1 (��1f5I-I� vtIvINC� '? f�p�JRG, • I c i I l.A O�� I C mil.! -I Lpl rl f� . �LLIM. •pop•, -AI -UM- t�ar�P, N.M. Vao� f Ht- -�,V -�-ANcN'pi� J- t2eALA4r 1'AOf r-7rU cco • At-U M . •i�a�I�, COr4 . A ALAf ff L tal- I I -� - - - - -�=- coNC • �L.4 THRESHOLD 5 EXT. DOOR e A-6 DETAILS 3„=1'-0" A, Conklin P a o o Po and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DATE SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 tlov4•(AI L AN �aR 1-2I-ol;'2 iZ'IGif2 . ANcNbP-ry @ I[v II o• 6.vi✓RT CAa Id LAce di-7Ne-. coL. 4 i�l•SICa'g �r� '�/14�IQ' N N1'r-e n I ��l L, o COLUMN/WALL DETAIL 7 w -A< LA�I;r SILL c�LL � JAMB flA f IW ALIJM.-(RIM I'I4 �T W�O1 INS r� L MHcl v' I� �6 � � . i >%I � lip ALAI M • I, o>� �� �'x 41 �T• l�� • �Izo� N� 1 �I-o�lk ha• �oU>��I7 cold C • �►LL C (2• 6� EXHAUST FAN :VQE7A;1_L HEAD JAMB 'AI< �� e cep • c- j'I EA<r Cif �1lCCP �•INT �E-I�t-Ip.LL->' i NFU LAT�-p �CGl� MAL LY I NSU- LATEV AL 4f �T f U•CCo � �'l`cl N-( �I�IXI AL�IM•/ VIIi�WW �(tIeco MAt�I�L �j'oOL .oN M�,P, i�l- 4::f00L oj%IG� �Ib I �ROJI✓�-rIC�N -'AI �T 0 SILL INT, WINNOW 7 E TA I L S 3"=,'-0" TO PROJECT CONTROL FOR SILL � EXT. WINDOW �PDETAILS 3"=1'-0" ACTIVITY DAIMWOOD DESIGNED BY: DERRYBERRY PAVELCHAK DRAWN BY: CHECKED BY: ARCHITECTS; APPROVED BY: P.A. REGISTRATION NO: III -'7'1'��A iz M. 15-x-FAN �;o f LA4 l0. -�--•�,UILT- u�' s�oo� rrrrrrrt �'2q q 02 0. ABEAM 0 ROOF - -VSLAB DETAIL .. o C cA I N -'LAG "J-IC-f IP-)AL i7A GI . LOOR ?7SLAV3 DETAIL.. c I I e*A'c- ✓ 1c;' cM LI 1,�ALLA2. -;2010' r1FTAL Gi�'IJr2l�v @ ICE- o•c. f,. �Ini✓. :�A�I e2oNA--??ATT CAM I II 7C? -9 , oqq ALU � WA -vAAf^I VY- Gox fUfJ,l I p ? I II 40- I I fA �'' • �' ' ' Y�I �-�IP Pip • u flAr pr-� � CAI, �2' �-4NfoRcII�C� IIz G-i-ANi�� o� I Zoth�i�AI- tell-i�OKGII�C, Ito O.C. I N�t�L,a�1a�•IC I� ' qi1 I N�I-I LAT�� I;LI. 2-W al'I cdLl�Mi� -FA I HTW � 1%o f�a IrN, II -rLAN 1, W1r�N �L` 1L�. �Q�c JoI�Ir . '/4'_ ICI -o l ... . .. I 1 o. 0 1%oUNn �flz II o .A MAR: 171992 EXT. CMU WALL. 1 11 - �' 0 i VERTICAL �.� OUTSWIN9 — �� �� OUTSWING i �� _ BLINDS I II — sasH SASH J Ili l�l� f 2 HOUR 1/4" CL. TEMP. i 1/4" CL. TEMP. i 1/4" CL. TEMP. FIRE RATED 14 FIXED GL. FIXED GL. O FIXED GL. WINDOW 14) 7 I/ TKO l " eH0 � OUTSWING OUTSWING 5 C,PA95 SASH SASH — 41,�I �I y-1/6 , , I, II , I II 1 ►I I i I� _ '�i 4 4 O q ,-Ifll I f 1 w2 vl;i7q � vl��lr49 -( O O O O ®�� TYPES F ALL 'F':_WINDOWS ARE EXISTING WINDOWS TO REMAIN. A-7 1/4"=1'-0" II I L.P 1/4" CL OUTSW.ING �. TEMP. FIXED- �N SQSH GL. ' ENTRY. WALL.. A-7 STOGL DOOR } / / / _ IrA l f� IELf7 ��1� O O O 3 DOOR TYPES A-% 1 /4"=1'-0" MARK FRAME MATERIAL FINISH 1/A Aluminum Clear Anodized 2/B Steel Painted 3/B Steel Painted 4 Existing 'Existing 5/C Steel Painted 6/G Steel Painted 7 Existing Existing 8 Existin Existin 9/C Steel Painted 10 Existing Existing ll/A Hollow Metal Painted 12/C .Steel Painted D0a0qhR SCHF=DULE DOOR REMARKS x SIZE MATERIAL F1N1SH HARDWARE Clear Storefront 3'-0"x6'-8"xl 3/4" Aluminum Anodize Item #7 3' -0"x6' -8 "xl 3/4" S.C. Wood ppla.5 ti Lamina�e Item #3 Plastic 3' -0"x6' -8"xl 3/4" S.C. Wood Laminate Item #3 HAPOLr,- -rdtzlbIdo1 V Existing Existing- Existing Existing Relocated from Existin Plastic ' 3'-O"x6'-8"xl 3/4" S.C. Wood Laminate Item #2 fV-CVwr_- 3'-0"x6'-8"xl 3/4" S.C. Wood Plastic Laminate Item //3O�/IP1~ Existing Existing Existing Existing Existing Existing Existing Existing Plastic 3'-0"x6'-8"xl 3/4" S.C. Wood Laminate Item #8 Existing Existing Existing Existing 31-0"x6'-8"x1 3/4" Hollow Metal Painted 2 HR Door. IIDW'R As Per Local, City, County Codes Plastic 3'-0" x- 6'-8" x 1-3/ " S.C. Wood Laminate Item #9 R Fl �S CIE L�E MARK NAME CEILING FLOOR WALLS BASE HEIGHT REMARKS a Acous. auAliApy Painted 101 Reception Tile (Il.i: Drywall 8' -0" /7' Acous. Painted 102 Office Tile Carpet Drywall Vinyl 8'-0" Acous. Painted 103 Office Tile Carpet Dr wall Vinyl 81--0" At new CMU finishes to 104 Computer Room Existing Existing Existing Existing Existing match existing 105 Restroom (H.C,) Drywall Ceramic Ceramic Ceramic 8'-0" 106 Lab Exi*ting Existing Existing Existing Existing At new CMU finishes to 107 Operator Existing Existing Existing Existing Existing match existing Painted New finishes to match 108 Chlorine Room Existing Existing Masonry (None Existing existing 109 Restroom Existing Existing Existing Existing ExistinI;QI� DG _>✓711�(IGr• Exposed Painted New finishes to match 110 Storage Existing Concrete Masonry None Existing existing Exposed Painted 111 Mechanical Existing Concrete Mas/Drywall None Existing NOTES: In area of demolition concrete floor shall be sealed to match existing concrete floor, See paint specifications.. ** New masonry walls shall be floated and tooled to match existing joint. Conklin Porter and Holmes ENGINEERS, INC. oPOST OFFICE BOX 1976 500 W. FULTON STREET DATE TO FOR SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL NOTES: 7.-M)OVIPl; VW'ICAL 4. Use 8" CMU to fill openings created by 1. Unless otherwise specified all door LO3,5ITZP-14, INC., 62?1 WdIVALI✓I�" N�LL removal of existing windows. Also returns are to be 8"'. HrCi. t-�1DU1�1�OIJ 151bE �/�.Ci✓ O I.�Ilt�po!-�IS, �aj'�I'p1�1 create 8" CMU walls in areas indicated on Iexisting plans. Z. All' dimensions involving t7R41� ut-�L�� O�'1 �#✓}�i(.c)12 f-�Qf�• 5. Finish the interior of CMU in Rooms 101, conditions shall be field verified. 102, and 103 with-1/2" Gypsum Wallboard 3. Frame wall Use 3 5/8" or.,5 5/81 metal on lx2 pressure treated furring strips @ studs @ 16" 'Q}C. ,with, single top and I6p° O.C. AI,42o LEI/ VAPot� I�ACK 1�A'�r IfI�ULA�'IaI'I7� kI�L� �• bottom plate: Top: 11 plate` shall be hrtcej to ceiling,',. -Provide one layer of 1/2" lo• AT NI✓k! gypsum board'.each side of studs, 'except at restroom. Provide greenboard on 0�101✓ ?-19 A1���%I✓ . restroom side'.. Similar to detail '2/A-6. F— -- - - EXISTING ASPHALT DRIVE/PARKING ? NEW 3 PLANTER 7� 2, 2I I4i O 0 EN IRY' a r, 3 rXA UJ 1/2U-1 I 157 _ A Wh4) 0FFICCE RECEPTION'�I-I -� 102 101 - 0MIfflHIIII I I I?J 4yf. '13 4 a l �v�l H . +t2 A-7 jt7 AGC�aM. F .�`r G M I C, S*r D cv C-• WALI-S ? I A f3l✓(o t4 V L7 t--1 " I q W rI , �kw C_ Wes. LL . TG �_�hCOMPUTE tMo. PIAN_ES7r(�i LDG�Ibi'i <I- cs C ROOM OFFICE cd �-(o W -� CP CAM RR.- ACCESSORIES INCLUDED EXISTING TO REMAIN AS IS TOWEL DISPENSER AR W ALL . AR EXP R ■ QUAR T CONCr TOILET TISSUE HOLDER W/ 33 TILE 12 m TILTED_ MIRROR C IN" II AHU GRAB BAR a:(D a w � � ,a II o N q e,;;HC• 51A3 >%ILL III I'-ol'I 'I'-rIzdI N�I' A pp. , I IC-8 110 sTORAGC E C H�/ I I 01We��I II L NEW 111 c I j%I ILL, �} � � = � �� .r. 1 8 _ 9 RR. _ 109 LAS AA\L �I; PLUMBIN 106 ��� _ - - - IMPROVEMENTS. OPERATOR REFURBISH _EXISTING TO REMAIN AS IS'' EXIST'G AS NEW THROUGH CHLO INE 107 REQ'D. WALL FAN -� ROO EXISTING TO REMAIN AS IS 08 ACTIVITY DAIMIW®OD DESIGNED BY: DERRYBERRY PAVELCHAK, DRAWN BY: CHECKED BY: ARCHITECTS, APPROVED BY: P.A. _ REGISTRATION NO: FLOOR PLAN 1/4"=1'-0" NEW -8" CMU WALL NEW METAL STUD WALL EXISTING WALL NAME I DATE NO. I DATE O I O 5 A-8 0 SCALE AS NOTED DRAWING NO. DATE % FEB. 1991 A=7 REVISION APPROVED JOB NO. $0602.59 s 4 i i .MAR 171992 LABORATORY & OFFICE BUILDING RENOVATION WATER RF.CLAMATION FACILITY EXPANSION CITY OF SANFORD, FLORIDA I �2 1' IN2UI.. lIq7 V ' AC90,(16A� yINS <i W, �;PII 11 �I 4 � Mil-�r%(U�• 71 0ll II BULKHEAD, Q 8 / DETAIL 1 1/2"=1'-0" gL0C, IL FIT A 8 ETAIL . 1 1/2"=1'-0" 2 x 4 Acoustical Tile I x 4 SUgrk,P -- Flourescent Light Fixture O Surface or Pendant 14td. Fluorescent Light Fixture A/C Supply Diffuser A/C Returner Air Grille/Exhaust Fan Grille ct('P• e*iv/Painted Exposed bM1H C-4 Painted Conklin P O 0 N r� �Uj-4C�a I i NI ev I'r IJ "ram "I NI✓J�1 �o��t-IT � • "4 N�1 �aIN1�c�L-lam 4 EAT ELEVATION A-8 1/8"=1'-0" LECTED CEILING PLAN ® rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 PATCH & CLEAN EXISTING CEILINGS AS REQUIRED. 0A1MW000 DERRYBERRY PAVELCHAK. FOR ARCHITECTS, TO P.A. PROJECT CONTROL, NI;w vAI NTH �i-Icco �INI�• I d (o-P> swg6 k110 v,2A N t W (Mllg) MA wl�polj _ NORTH ELEVATION I'MLJ 1 ES 1. Prior, to commencement of demolition �� work, contractor is to verify existing N F1L_w � O ',IINI�{`' conditions and locations of items to be demolished and utilities to be removed or relocated.` 2: All areas and items disturbed during demolition or construction that are not �Iry bo1�5 specifically noted by or that are not a part of the plans and specifications, shall. be returned to original condition prior to completion of project. 3. All materials removed or demolished in ItIII I accordance with the plans and G>(l�CCOINISrI specifications and those not I II specifically' noted shall rema.n the 7-4 property of the owner. Contractor is 'to 4,411 verify with owner any materials to be I II removed from site at contractors expense '54 prior to commencement of work. 2 nII 4. Contractor is to clean work areas on a regular basis so as not to, accumulate �7d�IL� Pvolz, debris. Provide barriers. as necessary W I 17©LEIS to prevent dust and debris from entering areas not being remodeled. Upon project SOUTH ELEVATI N completion, contractor is to clean work. 1/8"-1'-01, areas and job site thoroughly so as to A-8 remove all construction dust, residue, VERIFY CONDITION OF EXISTING ROOF FLASHING REPLACE AS REQUIRED. and debris. 5. Contractor is to verify with owner all site locations for material storage, parking and construction related access routes onto'the property and into the building. I - - - 6 L A>3 • r�r-lo��� b 14�oN�i- �i��� rd 6+10Ary P,tia t2-fir / I; AM.1✓,LI �L,'�+i kbL He C , M mc,6,�(� H 15,1A 1-,I p v, �I p ('��G' I " j Ag. a '`*p -�P vN GPI-jf. A -I # 1'io`! ���ICa I /� A�� r �N( ev2o l,IN'�>;Lr Rc�Jit��-rp�Mj�CiP�At� p; - oT pI� � A 7• I 64 A �/9 �� i✓X�IC� �r�2G' k1riL�1.1%Rgit•gE ; � � � I �" CM U Acv R Q'v I'ry ACC62 H_ P III t--11;W 14 P, 4 t f'E t7 -VN ai H f A: 7 I s��l-Tout✓ �/'I.�a I,I �L.�#�o�/I� I I I II �o ov,�(c-, cH[4 1 _f fl y) I�1�1 1 62 A• 7: IPA -f�Ih Ro Alp, .-SMvF ( AEI-o�1 �p f r, t A ��' �'o ACGoM P N " A? L 1 • C•Qc L N I �� I MoDa(t% N�k! .WVW O Cv ��y-�. �7•�a �o�aRi'l� i �F�--io,�i✓ ��adr� 1%INlh�l -- _— A f-r-M e2 V r, 'IGl i 60029 --_ _ �� tir✓.I�I �It-I ISI-1�G� �. li-� �.+-�. I I� kN�kl , ��,�M� � � Ct-1LI I IAA,I✓Q t� '(G� ACCG�f- j MO-- f,FHdV t*f 1�. -pocvi�,, L IpL�I I I� I 17A�" +� I-�.117;4 I�Lr�fi'E1� I ANC 8 GM U oo 4 1 ),J e✓7H &-H-f- /�-"?: +11 C�1 i✓ 9N 4�' A-7 , tr✓ is.CCOM M � G -, New �INI�i� I I T---t I i I- -67• FILL A5 R6a ,- ,I 0 AI Via( voor _C. I� 1:�J 11"00r'I -\/c, 1-0 U H If fP 1�f'A IV, A Nb -rA-j ell (t— I t�SHvJi✓ ALL /aN17 I) A� #� �cZ' Imo• II I GML4• �-r_ 4- hit i II � III Pa l;Av. , .- 6L6;r�,� c- AMA it Ili t7�-r�O tl :P VF2)Al IP 1 (I('1 6I CHO At-,, RBI ti� r�( t-A NCn A4, Ida' 152 • . e MAR 171992 DEMOLITION PLAN.' A-8 1/4"=V-0" * ALL DEMOLITION OF CMU SHALL BESAwCUT. LABORATORY' & OFFICE BUILDING RENOVATION ACTT V I TY NAME DATE NOTED DESIGNED BY: SCALE. -AS DRAWN BY: DATE, FEB. 1991 CHECKED BY APPROVED BY soso259 REGISTRATION NO: N0. DATE REVISION APPROVED JOB No. r DRAWING N®. -WATER RECLAMATION FACILITY EXF-;ANSION AmB ,I CITY OF SANFORD, FLORIDA SYMBOLS ABBREVIATIONS r HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE io ELECTRIC A.C. MOTOR, NO. INDICATES HORSEPOWER. LS LIMIT SWITCH A AMPERES NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 AWG. CONDUCTORS. NO HASH MARKS INDICATE 2 #12 ELECTRIC D.C. MOTOR, NO. INDICATES HORSEPOWER. XS ACCU AIR COOLED CONDENSING UNIT TORQUE SWITCH CONDUCTORS. O O THERMOSTAT AHU AIR HANDLING UNIT CONDUIT CONCEALED IN WALL OR ABOVE CEILING. PS PRESSURE SWITCH ATS AUTOMATIC TRANSFER SWITCH FLUSH OUTLET BOX AND TELEPHONE COVER PLATE_ ,'— CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. 18" ABOVE FINISHED FLOOR. SV SOLENOID VALVE BKR BREAKER CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR ® FLUSH FLOOR MOUNTED OUTLET BOX AND BLDG BUILDING TO STRUCTURE OR WALL. LLS LIQUID LEVEL SWITCH TELEPHONE COVER PLATE. CAB CABINET Cww FLEXIBLE CONDUIT WITH EQUIPMENT CONNECTION. ® FLUSH OUTLET BOX AND COVER PLATE SUITABLE VS VIBRATION SWITCH CIR CIRCUIT FOR COMPUTER DEVICE CONNECTION. -- CONCRETE ENCASED DUCTBANK CONT CONTROLM MOTORIZED VALVE --— .� EXISTING CONCRETE ENCASED DUCTBANK 4—FLUSH MOUNTED BACKBOX FOR INTERCOM STATION. CU COPPER ® FLUSH FLOOR MOUNTED OUTLET BOX FOR REMOTE FIT FLOW INDICATING TRANSMITTER CWP COLD WATER PIPE r SERVICE OR EQUIPMENT GROUND. INTERCOM UNIT. LIT LEVEL INDICATING TRANSMITTER CID CONTROL PANEL O A CEILING MOUNTED LIGHTING FIXTURE, LETTER INDICATES FLUSH OUTLET BOX AND COVER PLATE FOR DCU DISTRIBUTED CONTROL UNIT TYPE (TYPICAL). MICROPHONE CONNECTION. , I . RESET BUTTON, MOMENTARY BREAK. WALL MOUNTED LIGHTING FIXTURE. ® Wp WALL MOUNTED OUTLET BOX FOR INTERCOM �_ DIA DIAMETER KEYED SWITCH DPDOUBLE POLE DOUBLE THROW FLUORESCENT LIGHTING FIXTURE, CEILING MOUNTED. HANDSET AND HOOKSWITCH. SO FLUSH CEILING MOUNTED PAGING SYSTEM SPEAKER. START / STOP (S/S) CONTROL SWITCH, DPST DOUBLE POLE SINGLE THROW i--6i FLUORESCENT STRIP FIXTURE. MAINTAINED CONTACT. ELEC ELECTRICAL _ EXTERIOR LUMINARE AND MOUNTING STANDARD. WALL MOUNTED PAGING SYSTEM SPEAKER. ® TYPICAL SELECTOR SWITCH CONTROL. SEE ELR ELECTRIC LOCK —OUT RELAY r q_._p VOLUME CONTROL SWITCH IN FLUSH OUTLET BOX ELEMENTARY DIAGRAMS FOR EXACT TYPE. EM EMERGENCY L_l EMERGENCY BATTERY PACK LIGHTING FIXTURE. 60" ABOVE FINISHED FLOOR. LJV� 41110, CEILING OR —� `-- NORMALLY OPEN CONTACT ENCL ENCLOSURE BATTERY PACK. PROVIDE PROV DEMOUNTE ARROWS LIGHTD EXIT ASREQUIRED FIXTURE WITH �D CEILING MOUNTED SMOKE DETECTOR. EP EXPLOSION PROOF SD DUCT MOUNTED SMOKE DETECTOR. �-- NORMALLY CLOSED CONTACT ESP ENERGY SAVING BALLAST ® EXIT LIGHT FIXTURES WITHOUT BATTERY PACK. '�° F� FIRE ALARM MANUAL PULL STATION IN FLUSH LIMIT SWITCH, NORMALLY OPEN EUH ELECTRIC UNIT HEATER �1 FLUORECCENT LIGHTING FIXTURE, WALL MOUNTED. OUTLET BOX, 48" ABOVE FINISHED FLOOR. LIMIT SWITCH, NORMALLY CLOSED EVA ELECTRIC VALVE ACTUATOR INDICATED OTHERWISE. JQ JUNCTION BOX PER N.E.C., FLUSH MOUNTED UNLESS � 12,BELOW CEILING. FIRE ALARM CHIME IN FLUSH OUTLET -BOX, • PRESSURE SWITCH, NORMALLY OPEN EWC ELECTRIC WATER COOLER � _71IIIIIIIIIEW-NOWFLUSH OR SURFACE MOUNTED LIGHTING PANELBOARD. FIRE ALARM HORN IN FLUSH OUTLET BOX, EWH ELECTRIC WATER HEATER PRESSURE SWITCH, NORMALLY CLOSED EXH EXHAUST --�--=-- FLUSH OR SURFACE MOUNTED POUF/ER PANELBOARD. 12" BELOW CEILING. • FLOAT SWITCH, NORMALLY OPEN EXIST EXISTING Ez FS FLOW SWITCH DRY TYPE TRANSFORMER. NO. INDICATES KVA RATING. FAAP FIRE ALARM ANNUNCIATOR PANEL ITS] TAMPER SWITCH FLOAT SWITCH, NORMALLY CLOSED 25A, 208V, 30 SINGLE RECEPTACLE. FACP FIRE ALARM CONTROL PANEL • � 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH MAGNETIC MOTOR STARTER � FLOW SWITCH, NORMALLY OPEN GEN GENERATOR OUTLET BOX, 18" ABOVE FINISHED FLOOR. FLUSH MOUNTED CLOCK OUTLET, GND GROUND 12" BELOW CEILING. `�' FLOW SWITCH, NORMALLY CLOSED HOA HAND -OFF -AUTOMATIC =6 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 48" ABOVE FINISHED FLOOR OR 2" Ff-1 VARIABLE AIR VOLUME BOX (VAV) ABOVE COUNTER AS REQUIRED. TEMPERATURE SWITCH, NORMALLY OPEN HOR HAND -OFF -REMOTE , � ` ' OELECTRIC CORD REEL HORC HAND -OFF -REMOTE -COMPUTER � 20A, 125V, 3W "HOSPITAL GRADE" DUPLEX RECEPTACLE � TEMPERATURE SWITCH, NORMALLY CLOSED WITH ISOLATED GROUND CONNECTION. p DOOR SWITCH HP HORSEPOWER CI:::I� WIREMOLD SURFACE METAL RACEWAY SYSTEM WITH FBI ALARM BELL NORMALLY OPEN, TIMED TO CLOSE CONTACT HPS HIGH PRESSURE SODIUM 20A, 125V, 3W RECEPTACLES. INSTR INSTRUMENTATION Q 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH, 0VOLTMETER NORMALLY CLOSED, TIMED TO OPEN CONTACT ISO ISOLATION FLOOR MOUNTED OUTLET BOX. AO AMMETER KVA KILOVOLT -AMPERES NORMALLY CLOSED, TIMED TO CLOSE CONTACT 0:0 20A, 125V, 3W DUPLEX RECEPTACLE, SURFACE MOUNTED. VS THREE PHASE VOLT SWITCH LDR LOAD DUMP RELAY �• NORMALLY OPEN, TIMED TO OPEN CONTACT 00 50A, 250V, 10, 3W SINGLE RECEPTACLE IN FLUSH LTG LIGHTING AS THREE PHASE AMP SWITCH OUTLET BOX, 18" ABOVE FINISHED FLOOR. MAX MAXIMUM OD 20A, 250V, 10, 3W SINGLE RECEPTACLE IN FLUSH GFR GROUND FAULT RELAY MCC MOTOR CONTROL CENTER OUTLET 'BOX, 18 ABOVE FINISHED FLOOR. WATT HOUR METER MFR MANUFACTURER 04 30A, 250V 10, 3W SINGLE RECEPTACLE IN FLUSH VFD VARIABLE FREQUENCY DRIVE MH METAL HALIDE OUTLET BOX, 18" ABOVE FINISHED FLOOR. ® S SINGLE POLE SWITCH IN FLUSH OUTLET BOX, 48" ABOVE FUSE MIN MINIMUM FINISHED FLOOR, UNLESS OTHERWISE NOTED (TYPICAL). --I CAPACITOR MTD MOUNTED SINGLE POLE SWITCH, SURFACE MOUNTED. «-->� AIR CIRCUIT BREAKER MTS MANUAL TRANSFER SWITCH ' S3 THREE-WAY SWITCH IN FLUSH OUTLET BOX. n MOLDED CASE CIRCUIT BREAKER MV MERCURY VAPOR STR STARTER NEC NATIONAL ELECTRICAL CODE SW SWITCH S4 FOUR-WAY SWITCH IN FLUSH OUTLET BOX. AR ALARM RELAY NEUT NEUTRAL SWGR SWITCHGEAR D 2000 W INCANDESCENT DIMMING SWITCH IN FLUSH AT ALARM TIMER NTS NOT TO SCALE TC TIME CLOCK OUTLET BOX, 48" ABOVE FINISHED FLOOR. CR CONTROL RELAY OC ON CENTER TR TRANSFORMER .Ak NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS OTHERWISE INDICATED. O MOTOR STARTER OH OVERHEAD TYP TYPICAL joiLl NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS S TIMING RELAY P POLE UG UNDERGROUND OTHERWISE INDICATED, REMOTE. CONTROL STATION PC PHOTOELECTRIC CONTROL UPS UNINTERUPTABLE POWER SUPPLY AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS ALARM INDICATING LIGHT PNL PANEL V VOLT r R RUN INDICATING LIGHT P/1 PAGING/INTERCOM VFD VARIABLE FREQUENCY DRIVE NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS W WATT OTHERWISE INDICATED. RECPT RECEPTACLE WT WATT TRANSDUCER RS RAPID START WP WEATHERPROOF I NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS OTHERWISE INDICATED, REMOTE CONTROL STATION VOLTAGE TRANSDUCER AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS MAR 71992 C.E. BAILEY & ASSOCIATES INC. ELECTRICAL SYMBOLS CONSULTING ENGINEERS & ABBREVIATIONS ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA ACTIVITY NAME DATE SCALE: SHEET N0. - Conklin Porter and Holmes ,i DESIGNED BY: SEB ENGINEERS, INC. r,��� DRAWN BY: TRH WATER RECLAMATION POST OFFICE -�- DATE: F E BOX 1976 z. CHECKED BY: CEB _ FACILITY EXPANSION 500 W. FULTON STREET DATE TO FOR _ SANFORD FLORIDA 32771 R APPROVED BY: SEB JOB NO. S0602.59 E TEL 407 '322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATION NO. N0: DATE REVISION APPROVED FILE: SAN—SYM.DWG CITY OF SANFORD, FLORIDA r 4 NEW AERATION TANKS TYPE "A" (TYP OF 3) NEW 3" TYPE "B" (TYP) STAINLESS STEEL J-BOX (TYP) 3# 10-3/4" �� TO PC-D- i 3*10-3/4" TO PC-D EXISTING ABOVE GRADE PULL BOX----_ EXISTING MCC-D TO BE REMOVED----:) 1 AIR TERMINAL (TYP) METER VAULT (SEE E-12) 5/8" x 10` GND. ROD EXISTING r- (TYPICAL ALL GND;7-. GRIDS) STORM TRASFER PUMP (TYP OF 2) 1 # 1/0 BARE COPPER GND. BURRIED 2 1/2` (MIN.) BELOW SURFACE (TYP. ALL GND. GRIDS) TYPICAL STRUCTRAL STEEL BONDING NEW MAINTENANCE SLUDGE I BUILDING (E-1 1) THICKENER LAB BLDG.\ (E-9) - I r L POWER PNL. PEE-3 r- 11-0 EXISTING 411 PVC CONDUIT �i NEW 3 n ELEC. I EXIST. MCC-P I BLDG. INSTALL NEW --I Lj IOOA, 3P BREAKER IN EXISTING MASTER SPACE PUMP STATION EXISTING SOLIDS HANDLING BUILDING (E- 10) — — -""**) I( - � - a.. ..... Lr- - -,J EXISTING EXISTING MAINTENANCE LUBE ROOM BUILDING MCC-P REMOVE EXIST. CABLES TO BKR.� Q g 2" (TYP.) ' 0- _i7_ 1000000 11 010, I 101 I 0 0 0 0_*--�---- 4"(TYP) OO I I O O I_ ^ O 0000 ) L -I SECTION AA SECTION BB LLD CP-7 I ) I a SCUM MH G G T t C/I-N 1 MCC- N I1 1 T SEE RISER I -- EXISTING I CP-8 I EXIST. SWITCHBOARD NO. 2 EXISTING VAULT EXIST. SWITCHBOARD NO. I AIn /"1 1111/ TI'9A AICAAITTC� TYPE "B" (TYP OF 18) EXISTING CLARIFIER NO. I �- N —® COVERED CL2 AREA EXIST. SCADA SYSTEM ANTENNA \ (MOUNT NEW ANTENNA NEAR EXIST.) NEMA IX J-BOX EXIST PLC CAB. 1 ' EXISTING TELEPHONE CO. TERMINAL CABINET uC U C E .A a I D D EXISTING I/O CP-2 EXISTING CHLORINE CONTACT CHAMBER V EXISTING FILTERS E0 NOTES I. DO NOT SCALE THE ELECTRICAL DRAWINGS REFER TO THE MECHANICAL, STRUCTURAL DRAWINGS AND APPROVED MANUFACTURER'S SHOP DRAWINGS FOR EXACT LOCATION OF ALL EQUIPMENT 2. ALL WORK SHALL COMPLY WITH N.E.C. AND LOCAL CODES. 3. CONFIRM LOCATION OF ALL INSTRUMENTATION EQUIPMENT IN FIELD PER MANUFACTURER'S SHOP DRAWINGS. 4. ALL OUTSIDE DISCONNECTS SHALL BE W.P STAINLESS STEEL. 5. ELECTRICAL EQUIPMENT OUTDOORS SHALL BE NEMA 4X WITH SNAP LATCH. 6. ALL CONDUITS SHALL HAVE A BOND WIRE SIZED PER TABLE 250-THE N.EC. 7. ALL EMERGENCY LIGHTS SHALL BE CONNECTED TO LINE SIDE OF THE NEAREST LIGHT SWITCH. EXIST. MCC -MI FEEDER 3" SPARE 3" SPARE SECTION II 4 ��— MCC-D2 FEEDER 1�0 O O Q-� EXISTING FEEDER „ �O O O O I I FOR MCC -DI MCC-M2 � �, �___ � / 3 SPARE _.� ----i Os DPQ. FDR. 00 0 `IJ ! 2 OO© O FO --0 0-- OMCC-DI (---3" (TYP)s �O1 EXIST �C �C— �MCC-D2 FEEDER SECTION HH 00 04`(TYP) � 0 Q 2 I/20 -MI LqO O 4 SPARE f MAR 1992 I'I '-MCC-9-I — 2(TYP) OQ CONTROL -01 '-0O_ FEEDER —OEXISTING FEEDER I(O01W MCC-D2 0 LO— OO FOR MCC -DI BLDG, FDR. L MCC-D2 EXIST. OO 1 FEEDER P=j C. E. BAILEY & ASSOCIATES. INC. ELECTRICAL SITE PLAN SECTION CC SECTION DID SECTION EE SECTION F SECTION GG CONSULTING ENGINEERS ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA ACTIVITY NAME DATE SCALE I" = 30` DRAWING NO. CAnkIeI1®1"teI' and HoIr�eS. DESIGNED BY: SEB WATER RECLAMATION INC.%' DRAWN BY: TRH ENGINEERS C' � �� �/7 DATE 0 POST OFFICE BOX 1976 � / CHECKED BY: CEBFACILITY EXPANSION E-2 _ 500 W. FULTON STREET DAT E TO FOR'� APPROVED BY: SEB SANFORD, FLORIDA 32771 Joe No. S0602.59 CITY OF SANFORD, FLORIDA TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATION NO: N0. DATE REVISION APPROVED STATLER SERVICE 8 SUPPLY At I I I i, l l II MAR 171992 y C.E. BAILEY & ASSOCIATES, INC. SINGLE LINE POWER DIAGRAM CONSULTING ENGINEERS ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA ACTIVITY NAME _DATE SCALE: SHEET N0. )nklin Porter and Holmes DESIGNED BY: SEB WATER RECLAMATION � ENGINEERS, INC. ',/ � ;� DRAWN BY: Esc _ POST OFFICE BOX 1976 -'� , ' CHECKED BY: CEB DATE: FACILITY EXPANSION 500 W. FULTON STREET 6 �' r / -/ I JOB NO. S0602.59 E-3 SANFORD, FLORIDA 32771 DATE TO FOR �. APPROVED 3Y:i SEB TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATION N0. FNATE REVISION APPROVE FILE: CPHSLPD.DWG CITY �� SANFORD, FLORIDA . _ ;; ,, _ . , ., �`� -i �� ,,, I, f! -.� .i.� .. .. . i . . .� � .. ka - .. ., _ � ,:.. .. V ;. ._ - -- _- --- � - ,,_ ..: - -- - .. ..1 - _ __ -_. _ _ _ _.. _...._ -. ._ —.- L__—__ _ I J I A a _ _ . ,, . - �_ L , i � ,. _,� _<- � � �. �. .. s';., . ;: ,� .._ ..4, .: . ,.. ,; ,� �.� . I' I' a u I A 1 I t r I I I I I I I ACTI _ - - / DESIGNED DRAWN �/, CHECKED DR �� APPROVED REGISTRATION I I I I I I I I I I � I I I I LEE-3I I V I I I I ( T I I I MAR 1 71992 NAN C E/STO RAGE BUILDING ELECTRICAL PLAN WATER RECLAMATION - FACILITY EXPANSION CITY OF SANFORD, FLORIDA MAINTENANCE/STORAGE BLDG.-ELECTRICAL SCALE: 3/ 16" =1 '-o" VITY NAME DATE _.. _ . F _ BY: sEB BY: -- JSG - _ — — _ - BY: CEB BY. SEB NO. I r NO. DATE REVISION PLAN C.E. BAILEY dC ASSOCIATES INC. MAI NTE C CONSULTING ENGINEERS ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA SCALE:3/16"=1'-0" SHEET N0. DATE: JUNE 1991 JOB NO. S0602.59 E-1 1 APPROVED FILE: MBLDG.DWG _ • J `- z • 1 FEEDER CONDUCTOR ° v LACE CONDUCTORS I. PS HEAVY PLASTIC ° °v. ° ° TfERMINATTIE FE WITH r TIE WRAP ° ° SUITABLE CONNECTORS SEE SPECS. ° 3/4' MARINE PLYWOOD TYPE FS v ° . v° PAINTED WHITE CONDULET I ° ° ° v v TERMINAL STRIPS SIZE ° v ° °v BARRIER TERMINAL AS REQUIRED NUMBER ° ° EACH TERMINAL STRIPS EQUAL TO ° r ° ° ° v G.E. CO. CR151 PROVIDE A TERMINAL BRASS OR LEAD DISK TYPE SCGB"CROUE—HINDSo v ° ° BLOCK SCHEDULE \ v W/STAMPED IDENTIFICATION CORD CONNECTOR °. CABLE TAG GROUND LUG 17 SEE SPECS. O ° v ° v ° v U.G. CABLE TAG DETAIL ° ° .v (HINGED DOOR v NOT SHOWN) v 30" H . x 24" W x 6" D . ° v - ° (UNLESS OTHERWISE ° v NOTED) ° ALARM SWITCH -- r o HYDROMATIC ° v ° CONDUITS U.G. 3900 SPDT " ° E—ELECTRICAL #° P FLAT ROOF BASE OFFSET BASE T—TELEPHONE v ° C—CONTROL a 1 2" CHAMFER 3" x 3-1 /2" LETTERS TYPICAL TERMINAL CABINET AIR TERMINAL DETAILS 1 /2" DEEP PREFORMED FLOAT SWITCH SUPPORT DETAIL i VARIES 1 RECESSED LETTER VARIES 311 j CONDUIT CLAMP D c : 2" — r FINISH GRADE LINE ° SUPPORT FROM BUILDING STRUCTURE I BUILDING STEEL ° v ° TO ROOF GRADE ° EXPANSION JOINT 24" ° ° v CONCRETE ° v #1 /0 BARE ° SLAB �CON�DUIT EXPANSION FITTING �3» COPPER ° OZ CO. TYPE AX SEE SPECS CAP ALL EMPTY CONDUITS. GROUND AROUND LOOP 0 CONDUITS TO PANELS. BUILDING I° ° v CONCRETE MONUMENT v it — v 6 x 6 — — — 4 3/4 x 45 I ITTf1 CHAMFER I MIN. r FLOOR CADWELD #4 BARE 2,—Y' CADWELD IF COPPER TO REBAR MIN v ° AT 60' ± O.C. STUB OUT / BONDING JUMPER "OZ" CO. TRAPEZE ASSEMBLY °. v°. /�j��/ � 5/8" x 10' TYPE AJ WALKWAY AND /�/�/ �� � � D � p ° ..a . ° � � COPPERWELD o WALL MOUNTED p ° v D o p GROUND ROD CABLE RADIUS TANGENT AT THIS ° EXPANSION FITTING DETAIL 1-1/2" x 1-1/2" POINT CHANNEL r CONDUIT STUB MONUMENT DETAILS (SEE SPECS) R (4) 1 /2" DIA. STAINLESS BUILDING STRUCTURE 1-1/4" STEEL CONCRETE FASTENER (TYP.) —� BONDING 1-1/4" o o Q CONDUIT PIPE STRAP MOUNTING DETAILS TYPICAL CONDUIT THRU SLAB (TYP.) 8" x 8" x 3/8" ALUM. Q O O PLATE (TYP. OF 2) MOTOR DISCONNECT SLOTTED BRASS PIPE r PLUG - -- CONTROL PANEL 1 2" STAINLESS STEEL FINISH FLOOR M I I I I THRU BOLT (TYP.). ° CONTROL PANEL i MOTOR DISCONNECT PROVIDE REINFORCING v CONDUIT COUPLING �° 6 x 4.48 ALUMINUM SWITCH (LOCKABLE) FOR DUCT BANKS 4' 2" 4" ° v ° I 1-1 /2 x 1-1 /2 x 3/16 CHANNEL UNDER ROADS ONLY v — 5' STAINLESS STEEL CHANNEL III 4„ ° ° CONCRETE SLAB I v s CONCRETE FASTENER STAINLESS STEEL * 4' CONDUITS ° ° v — I� �I RIGID WALL CONDUIT I I U-BOLTS,NUTS & 2 ° ° v° SET IN CONCRETE r PLATE WASHERS N0.3 TIES O O _ ° - 2'-0" O.C. (TYP.) 4' NOTE. ° ° °' ° ° ° 4" CONCRETE PAD FULL PENETRATION I ( I I CONCRETE SLAB * ALL SHIELDED INST. CABLES I o , rT BUTT WELD (TYP.) I ( N0.6 (TYP.) SHALL BE INSTALLED IN GALV. RIGID ° HANDRAIL STEEL CONDUIT. PROVIDE ONE GALV. CONDUIT IN EACH INST. DUCT BANK I ! GRADE WITH SPARES FOR FUTURE. i LJO- D a DETAIL OF CONDUIT 30" ° HANDRAIL MOUNTED DISCONNECT TYPICAL DUCT BANK TERMINATION STUB OUT TYPICAL DISCONNECT r ° o MAR 171992 v ° ° o v 12 ELECTRICAL DETAILS C.E. BAILEY � ASSOCIATES, INC. CONTROL PANEL MOUNTING DETAIL CONSULTING ENGINEERS ORLANDO, CLEAR`�lATER & FORT LAUDERDALE, FLORIDA - r ACTIVITY NAME DATE SCALE: SHEET N0. Conklin Porter and Holmes DESIGNED BY: - - SEB WATER RECLAMATION ENGINEERS, INC. �' DRAWN BY: _ SFP —_- -__ _ _-. _ ATE: FACILITY EXPANSION POST OFFICE BOX 1976 ` CHECKED BY:' CEB E N3 500 W. FULTON STREET n --- — -- — — _ _ OB N 0. S0602.59 T�/ SANFORD, FLORIDA 32771 DATE TO FOR �' APPROVED BY: —.._ DEB CITY t OF SANORD FLORIDA TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL REGISTRATION N0. 0. DATE REVISION APPROVED ILE: SANEDET.DWG j I - r NOTES 16- :,APPLY TO THIS DRAWING ONLY _ ,. �. I D: L S B OLD 3 0_ _ . FIXED- MU TIO.UTLET , �S EM LY, , WIREM #G 0 :0, . OR. APPROVED.. _ 12 C 0 . OX SU F CE _ =MO TED AT 48 AFF FO HARD' _WIRED; JUN .TI N $ R A. tJN R _ _ EQUIPMENT.. L . FOR . PLUG --IN `, _ OF;: 2Z:.. RECEPTACLE,PUG-_CONNECTION_ R� _ ...,... ; , , ._, - " SUBSTITUTE,WITH DUPLEX RECEPTACLES ,AT 12 FROM 'ENDS AN 4. ,. , D 2 CONNECTION TO AUTOMATIC WATER STILL,24OV 1PH 2500W E r r i C 2 OV PH` 2400W 10:'OFLA 2 12 12G 3 4 C. FURNA E, 4_ 1 ,.. , # # r < r r ., CENTERS. OUN ONSURFACE M T ABOVE BACKSPLASH, REFER TO 10.4FLA 2.#12 #12G,3 4 C.; — ARCHITECTURAL SHEET A 5 - O TCH EQUIPMENT LUG FOR PLUG-IN CONNECTION:OF 28 RECEPTACLE T MA QU P. —13: — TO LIGHT. SWITCH: REFER TO SHEET E 3 FOR CONTINUATION. 4 O2. 2 3 4 C. ,; AUTOCLAVE,;I2OV,W1 5 ,,12 08FLA, #12,#1 G, -2. DUPLEX RECEPTACLE FLUSH, MOUNTED AT 48AFFI FOR PLUG-IN:: CONNECTION OF REFRIGERATOR;, 120V,. APPROXIMATELY 8.0 FLA. -14 CONNECT RESTROOM EXHAUST FAN, 12QV,.42FLA, TO OPERATE WHENEVER `~ LIGHT SWITCH IS -ON. -3 DUPLEX RECEPTACLE FLUSH MOUNTED AT 48"AFF FOR PLUG—IN' CONNECTION OF 'INCUBATOR.;.12'0V, APPROXIMATELY 8.0 FLA. -15;1P/20A MANUAL MOTOR STARTER SWITCH WITH OVERLOADS. 4 TELEPHONE TERMINAL BOARD ."TTB",2'W X 4'H X 3/4" PLYWOOD', —16,.''CONNECT THRU-WALL EXHAUST FAN; 120V, IPH, 5.8FLA. I MOUNTED AT 6'-0" AFF TO TOP. —17 TERMINATE CONDUCTORS WITHIN, APPROPRIATELY SIZED JUNCTION BOXES - 75 ' JUNCTION BOX SURFACE MOUNTED AT 16"AFF FOR - "HARD WIRED AT 9611AFF.,FOR CONTINUATION, SEE SHEET E-9. CONNECTION TO ELECTRIC WATER HEATER;, 208V,3PH,5.5KW,15,.28 FLA,3#10,#10G,3/41-C, ;, --18 2#121#12G,3/4"C. -6 JUNCTION BOX SURFACE MOUNTED: AT 4$!1AFF FOR HARD WIRED —19 4#2/0,#6Gj2"C. x " CONNECTION TO FUME HOOD;.208V,1PH,.14.OFLA,2#12,#12G,3/4"C. - :_20 3P/30A FUSIBLE DISCONNECT SWITCH WITH DUAL -ELEMENT FUSES SIZED —7 3/411C WITH PULL STRING TO "TTB",., ;`'' AS PER MANUFACTURERS' INSTRUCTIONS. CONNECT HEAT PUMP; 208V,3PH,20.7FLA,3#10,#10G,3/4"C. %8 1"C' WITH PULL STRING TO "TTB"a '' — 21 P TO PANEL "L1" ABOVE. U 7-22 NEW MAIN PANEL INCLUDING, BREAKERS AND CONNECTIONS TO ' r =9 ALL RECEPTACLES INSTALLED WITHIN .72 "' OF SINKS SHALL BE GROUND i ' CIRCUITS FOR HEAT PUMP, EXHAUST FAN AND PANEL "Ll" SEE SHEET E-9. FAULT INTERRUPTING TYPE.` 023 1-1/4 "C WITH "" PULL STRING FOR FUTURE TELEPHONE SYSTEM. - -10 JUNCTION BOX SURFACE MOUNTED AT-48"AFF. FOR HARD WIRED ' CONNECTION TO KJELDAHL UNIT; 208V,3PH,37.0 FLA,3#8,#10G,3/4"C. -24 UP TO TELEPHONE TERMINAL BOARD ABOVE. —11 4" SQUARE OUTLET .BOX WITH SINGLE.G.ANG RING FLUSH`'MOUNTED IN WALL AT 18"AFF TO TOP. PROVIDE STAINLESS, STEEL SPLIT COVER,' 725 SECURE CONDUIT TIGHT TO UNDERSIDE OF STRUCTURE. a it I, i ij �I i j' ;j c 4 ji I i i 'r i i� i j is i� ii t I. �j i j i m 0 '4 li , C1V� SYL4. �� SCHEDULE •_ THESERE:"A.` NOTE.. S fANDARD.; SYMBOLS' ALL APR MAY N Ol' , EAR ...., ON :THE PROJECT. ING S. . DRAWINGS. _ - _ U ESCE NT. FIXTURE RECESSED OR Fl. � _ _ S N' 0 C UN GS. b lT EXPOSED EI CO U , N EX 0 WALLS R , . + N GANG Q ' DU P RECEPTACLES ES I ,TWO TWODUPLEX AG _ , _ _. .. ._ 0 3 � 3 C D R S N` B HEAVY. UTY- SW Q FllSI SAF _ N LE EA ETY. _._. , . IN _ . : Q ICA OF ARE D AND MBER P N LES TED WALL MOUNTED FLUORESCE.FIXTU E ^Lc% _ CbN ECTION L`kKf ; DUPLEX RE EPTACLE.IN FLOOR BOX' _ ,. , CCONFEXIBLEDUR FUS1LENUMBER. .,-. HEAYY;9UTY SAFEN WfT H..SIZE _ _ -A_N, • D , .:.: 0F POLES. INDICATED-:. _ EXISTING , ... . RFACE OR PENDANT MOUNTED FLUORESCENTRESCENT FIXTURE. S _CONDUIT. CONDURTUR TURNED N WALL DUPLEX RECEPTACLEWEATHERPROOF ; ®' .: ,. STARTER.';'. .: MA _. GS.T. FLUORESCENTSTRIP FIXTURE T_.TELEPHQNE CONDUIT r SPECIAL OUPT INDICATES NEMA TLET, SUBSCRIPT I. CONFIGURATION NUMBER _C IRCU,f:T , IO.:N MAGNETICSTARTER, .WffH COMBINATION •._ 5 _.2 .R REAKE ,.A .. . P _ .,..CON POWER CONDUIT , „ ; ` , . •. . ,. � :'. - o _. C FIXTURE I INDICATES AN EMERGENCY FLUORESCENT, SHADING_ _N, S .. F SINGLE - 0 SWITCH S G POLE _ _ C CLOCK OUTLET MOUNT 8 0" 9R 1 0" BELOW CEILING o' . S 9 WHEN CEILING IS LESS THAN - . , _ 3 3 O � GN ST WT(H N N FUSIBLE - CQMBI ARTER TION MA ETIC O ., ... . SWITCH. _DUTY SAFE['(: SW1T H . HEAVY .. R N 0 CENT -FIXTURE HID OR 1 CAN E$. S 0 POLE SWITCH TWO TTB TELEPHONE TERM INAL BOARD, , , N _ N C - ST WITH FUSIBLE ,HEAVY COMBINATION MAG ETl _ ARTER _ , DUTY :SAFETY .SWfTCN, D E T'ROADWAYH FlXTU G 01 PARKIN L OR R S 3. WAY' SWITCH THREE A H _ ® OUTLET TELEPHONEO . 0 LOSE RCUIT BREAK .. C D C EN I ER , 4 FOUR-WAY AT 4 AB;, OVE CO NTER.R M TELEPHONE 0UTLET BOTTOM MAXIMUM 4gTOGENTER,BACKUNIVERSA.MOUNTING , SINGLE PHASE MOTOR N _ A_L ._. ARTERSPIASH. A_. ® .,.—�.... EXIT. LIGHTS SINGLE AND .,DOUBLE FACED, AS SHOWN 0N FL0OR PLANS :. , P SWITCH WITH , PILO GHTARROWS .IS TELEPHONE QUTETIN FLOORBOX. _M E PHASE MANUAL MOTOR STARTERTHR;• > , . . a b LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED _ La COMPUTER OUTLET 1g70 CENTER . :, ; ELECTRICAL, . _ TES. : EMERGENCY BATTERY PACK SD DIMMER SWITCH. 0 COMPUTER OUTLET .IN FLOOR BOX. „ . ; : �` t PAN L.BOARD -- ..SEE PANEl.BOARD' SCHEDULES. : ., 0 EMERGENCY., G LIGHT REMOTE EM R , S K KEYED SWITCH .: J Jh ❑ JUNCTION 80X SIZ PER N.E.C. _ AND RISER ,DIAGRAM • ..:, , , P MOP . WALKWAYBOLLARD SWITCH WITH CAST WEATHERPROOF, COVER " . WITH FLEXI E: CONNECTI0N T0 E UIPM ENTRISER'. JUNCTION BOX _:. MAINDISTRIBTON , ,.P_A. NE.SEER ISERDIAG DIAGRAM JUNCTION BOX SIZE-U PER N.E.C. WITH FLEXIBLE CONNECTIONS 1", � E EPTACLE WE COMPANY • PENDANT HID :O INCANDESCENT DUPLEX R C TO- LIGHT FIXTURES ^:AS SHOWN.L_J POWER ETER ANr R Conklin P p 0 Po and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 DAT E I TO I FOR I PROJECT CONTROL DAIMW000 DERRYBERRY PAVEI_CHAK ARCHITECTS) P.A.A DUL`C . TYPE MANUFACTURER CA TALOG . NUMBER PS . LAM.... NOTES . A A X MET LU 2G 25 12 Al QV E =-F 0 `TI .L 4 W 2 W AlTAL 1 .. M UX - -- 0 ° L E,3-EL4 At25 2 - 1 .. 2 W - T12 L F40W B METALUX .: V- 3 W S-240A-120 l.E :. . W LW 2 ` F4 1 - C METALUX_ .. eE 140 120V LE3 W'T12 W . -F40 L D MET ALUX NPWL-100-208V i = 14ow HPS W 6-:1 2 2. 20 T / .X SURELRE EP 170-RiC .12 OV . FURN W UNIT ( ) Overstiee'v.Consuftants, Inca ElectI_iC.(LI Mochanic al 'Engineers 1245 S. Semoran Blvd. !. Winter Park, FL 32792 (407) 657-7117, FAX (407) 657-1887 ACTI V I TY NAME DATE SCALE, I/4I1-011 = DESIGNED BY: L. MUSE DRAWN BY: L. MUSE DATE FEB 15 1991 CHECKED BY: T. AITCHESON APPROVED BY: R. DUDLEY JOB N0. S0602,59 REGISTRATION NO: 116 N0. DATE REVISION APPROVED DRAWING N0. E-15 of WATER RECLAMATION FACILITY EXPANSION CITY OF SANFORD, t-LORIDA _ _ _ __ _. , .. i - \ .. L f \�� i '� r f :J f -�„ '�` t ,_ ,. .. �. ,. � i .:.. , , �- v .. �, , . . -�u .� ;. 1 ; •r .. _. ! { ,+ ,�f 0 o� 15010 MECHANICAL REQUIREMENTS 15500 AIR CONDITIONING & HEATING DO ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND HEAT PUMP EQUIPMENT SHALL BE ARI CERTIFIED. ORDINANCES, THE STANDARD BUILDING CODE AND THE REGULATIONS OF THE LOCAL UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED HEAT PUMP UNIT SIZES AND CAPACITIES SHALL BE AS SCHEDULED. PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS. UNIT SHALL HAVE NON-FERROUS COILS AND FINS. UNIT SHALL BE EQUIPPED COOPERATE WITH OTHER TRADES AND CONTRACTORS AT JOB. PERFORM WORK WITH ELECTRIC RESISTANCE HEATING, HERMETIC COMPRESSORS.. IN SUCH MANNER AND AT SUCH TIMES AS NOT TO DELAY WORK OF OTHER TRADES. CONTROLS SHALL BE PROVIDED WITH UNIT AND SHALL INCLUDE REMOTE THERMOSTAT WITH AUTO CHANGE -OVER, HEATING -COOLING DEAD BAND AND OBTAIN MANUFACTURER'S DATA ON ALL EQUIPMENT, THE DIMENSIONS OF FAN -AUTO SWITCH. CONDENSING CONTROLS SHALL INCLUDE ANTI -RECYCLE WHICH MAY AFFECT INSTALLATION. USE THIS DATA TO COORDINATE PROPER TIMER, HIGH AND LOW LIMIT SAFETY SWITCHES AND LOSS OF PHASE uSERVICE CHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO INSURE �' PROTECTION ON 3-PHASE UNIT. UNIT SHALL BE PROVIDED WITH ALL MINIMUM CLEARANCES ARE MAINTAINED. REQUIRED CONTROL TRANSFORMERS AND RELAYS. .WORKMAN SHALL BE EXPERIENCED IN THEIR RESPECTIVE TRADE. WORKMANSHIP HEAT PUMP REFRIGERANT CIRCUITS SHALL BE SUPPLIED WTTH REVERSING OF INSTALLED WORK SHALL BE FIRST CLASS AND WILL BE SO JUDGED. VALVES, CHARGING VALVES, SUCTION LINE ACCUMULATORS, LIQUID LINE SUBSTANDARD WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S SIGHT GLASSES AND FILTER DRIERS. EXPENSE. SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD OPERATING AND CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND SAFETY CONTROLS. SAFETY 'EQUIPMENT FURNISHED UNDER THIS SECTION TO BE FREE FROM DEFECTS AND TO. FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL .'.PROVIDE FIRESTATS AS REQUIRED BY CODES. ACCEPTANCE OF THE WORK, AND THAT ANY -ITEMS NOT MEETING THIS - REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY COST TO THE OWNER. _ PROVIDE ONLY NEW, STANDARD FIRST -GRADE MATERIALS THROUGHOUT, 15891 DUCTWORK CONFORMING TO STANDARDS ESTABLISHED BY UNDERWRITER'S INC., AND SO ALL DUCTWORK MATERIALS AND INSTALLATION SHALL CONFORM TO APPLICABLE MARKED AND LABELED, TOGETHER WITH MANUFACTURER'S BRAND OR STATE, COUNTY AND LOCAL CODES. SHEET METAL SHALL BE ALL NEW AND IN TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. GOOD CONDITION. ALL WORK SHALL BE EXECUTED IN A MANNER THAT SHALL PRESENT A NEAT DUCT DIMENSIONS NOTED ARE INSIDE DIMENSIONS AND DO NOT INCLUDE APPEARANCE UPON COMPLETION. CARE SHALL BE EXERCISED THAT ALL ITEMS INSULATION OR LINER. ARE PLUMB, STRAIGHT AND LEVEL. DUCTWORK SHALL BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES. UPON COMPLETION OF WORK, ALL SYSTEMS SHALL BE TESTED, AND SHALL BE ANY OFFSETS REQUIRED SHALL BE INSTALLED AT 110 ADDITIONAL COST. SHOWN TO BE IN PERFECT WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. SHEET METAL SUPPLY DUCTWORK SHALL BE INSULATED WITH 1-1/2" THICK 1 L$. DENSITY WRAP WITH INTERNAL VAPOR BARRIER. ANY WALLS, CEILINGS, EQUIPMENT, ETC., DAMAGED BY THE CONTRACTOR,IN CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED, RESTORED AND/OR FIBERGLASS DUCTBOARD SHALL NOT BE INSULATED. REPLACED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, OR TO PERFORM ITS INTENDED FUNCTION, AT NO ADDITIONAL COST TO OWNER. FABRICATE DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WITH ASTM- A-527, LOCKFORMING QUALITY; WITH G-90 ZINC COATING IN ACCORDANCE WITH ASTM-A-525. DUCTWORK AND INSTALLATION SHALL BE IN ACCORDANCE 15055 PIPING WITH SMACNA CONSTRUCTION FOR LOW PRESSURE DUCTWORK. PIPING SHALL BE NEW AND IN GOOD CONDITION. ALL PIPING SHALL CONFORM AT THE CONTRACTOR'S OPTION, 1" FIBERGLASS DUCT BOARD EQUAL TO TO ALL APPLICABLE STATE, COUNTY AND LOCAL CODES. PITTSBURGH CORNING TYPE 450 EI MAY BE USED IN LIEU OF SHEET METAL. ALL DUCT BOARD SHALL. BE INSTALLED .IN ACCORDANCE WITH THE DOMESTIC WATER PIPING ABOVE GRADE SHALL BE TYPE "KII COPPER WITH MANUFACTURER'S RECOMMENDATIONS •AND SMACNA STANDARDS FOR WROUGHT OR FORGED COPPER FITTINGS AND 95-5 SOLDER JOINTS. INSTALLATION OF FIBROUS GLASS DUCTWORK. .DOMESTIC PIPING BELOW GRADE SHALL BE GALVANIZED SCH. 40 STEEL WITH FORGED FITTINGS AND SCREWED JOINTS. 15990 TEST AND BALANCE SANITARY WASTE ABOVE AND BELOW GRADE SHALL BE ACID RESISTANT PVC MECHANICAL CONTRACTOR SHALL TEST AND BALANCE ALL AIR SYSTEMS IN PIPE WITH ACID RESISTANT PVC FITTINGS. ACCORDANCE WITH ASSOCIATED AIR BALANCE COUNCIL (AABC). ALL EQUIPMENT USED FOR TESTING SHALL BE IN PROPER WORKING ORDER. PIPING SHALL BE INSTALLED PARALLEL TO BUILDING LINES. THE CONTRACTOR SHALL REGULATE AND ADJUST ALL SPLITTERS, DEFLECTORS PIPING SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO AND DAMPERS SO THAT THE INLET OR OUTLET SHALL DELIVER OR REMOVE THE INSTALLATION. OFFSETS AS REQUIRED TO COORDINATE WITH STRUCTURE AND REQUIRED NUMBER OF CUBIC FEET OF AIR PER MINUTE (CFM) AT THE OTHER TRADES SHALL BE MADE AT NO ADDITIONAL COST. RESPECTIVE OPENINGS. PIPING SHALL BE TESTED IN ACCORDANCE WITH INDUSTRY ACCEPTED ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION METHODS. LEAKS SHALL BE REPAIRED AND ANY LOST REFRIGERANT SHALL BE SUPERINTENDENT, OR HIS REPRESENTATIVE. REPLACED AT NO ADDITIONAL COST. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS, TESTING EQUIPMENT AND DIELECTRIC UNIONS SHALL BE INSTALLED IN ALL COPPER :AND FERROUS PERSONNEL THAT MAY BE REQUIRED FOR THE TESTS. PIPING CONNECTIONS. INSULATE ALL DOMESTIC WATER: PIPING WITH ONE (1) INCH THICK FIBERGLASS PIPE INSULATION. INSTALLATION TO BE IN ACCORDANCE WITH 15991 VIBRATION AND NOISE MANUFACTURER'S RECOMMENDATIONS. PROVIDE VIBRATION ISOLATORS AND ACOUSTIC INSULATION AS REQUIRED TO SANITARY VENT PIPING SHALL BE ACID RESISTANT PVC WITH ACID ELIMINATE ANY OBJECTIONABLE NOISE OR VIBRATION. RESISTANT FITTINGS. f _ IS-197- L.OLIVEFz.S .CONDENSER PIPING AND FITTINGS SHALL BE SCHEDULE 40 BLACK STEEL. L0UV671ZS SHALL 5C EXTRUV ALUt-114dM , STO2M PROOF, 17,2AiN.Aj5LE AND CQATEO - WITH K-01A.2. A)JD epoxy. LOLIVere-5 5H4LL 13E 6TATI0hJAZ ( TYPE )45GtIJAL TO 7-t.14KjO MoDcL E0E-375P 15400 PLUMBING L: 20VeR_ ` srz E5 ".50ALL 5: 15 A.5 1>JDICa7ED ON 9P_AWW6<5 ANIo/op- TO MATTCN I;%JI,PMENT 562VING„ ALL FIXTURES SHALL BE OF FIRST QUALITY NEW MATERIALS. 1N5'f`ALL LOUVEA-5 AND E-OLJ)PP1T-nt-r 5eRv1A1G-, AS HIC-04 AS rol,51pL6% FIXTURES SHALL BE AS SCHEDULED. TRIM SHALL BE AS SCHEDULED AND AS REQUIRED. FLOW RESTRICTORS SHALL BE INSTALLED TO MEET THE CURRENT REQUIREMENTS OF ALL APPLICABLE CODES AND REGULATIONS. PIPING SHALL BE AS SPECIFIED UNDER PIPING SECTION. FIXTURES SHALL BE INSTALLED COMPLETE WITH STOPS, FAUCETS, TRAPS AND CLEANOUTS AS REQUIRED. CLEANOUTS SHALL BE INSTALLED IN DRAINAGE PIPING AS REQUIRED BY CODE. CLEANOUTS SHALL BE INSTALLED WHERE ACCESSIBLE BUT GENERALLY OUT OF PUBLIC SIGHT. WATER SUPPLY LINES WHERE THEY PENETRATE WALLS SHALL HAVE CHROME - .PLATED ESCUTCHEONS. WATER SUPPLY LINES SHALL BE INSTALLED WITH AIR CHAMBERS AT EACH FIXTURE. AT CONTRACTOR'S OPTION, SHOCK ABSORBERS MAY BE USED. SHOCK' ABSORBERS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ANY DAMAGED FIXTURES OR TRIM SHALL BE REPLACED AT NO ADDITIONAL COST. Conklin Porter and Holmes ENGINEERS, INC. o POST OFFICE BOX 1976 500 W. FULTON STREET 10 SANFORD, FLORIDA 32771 N TEL 407 322-6841 TEL 407 831-5717 D AT E RANSCHEDULE-, FAN MOTOR EQUAL TO CFM E.S.P. IN. wC RPM DRIVE HP V PH HZ / / MFG. MODEL p NO. MARK SERVICE TYPE NOTES FIRST EF-1 FLOOR PROP. 2200 0.15 800 BELT 1/4 120/1/60 GREENHECK SPF--20 (i)(3) EF-2 RESTROOM CEILING 80 0.1 1050 DIRECT W TT 12O/l/60 PENN 26 (i)(2) EF-3 FUME HOOD CENT. 600 0.125 1550 DIRECT 1/10 120/1/60 PENN WXR94 (1)(3) EF-4 RESTROOM CEILING 80 0.1 1050 DIRECT 50 WATT 120/1/60 PENN 26 (1)(2) EF-5 RESTROOM CEILING 80 0.1 1050 DIRECT WA0 120/1/60 PENN 26 (i)(2) CHLORINE EF-6 ROOM CENT. 1080 0.125 1750 DIRECT 1 /4 120/ 1 /60 PENN WAQ 10 (i) 3) (4 IT NOTES: PROVIDE WITH BACKDRAFT DAMPER 2 FAN SHALL RUN CONTiNOUSLY �1� 3 ALL SURFACES IN CONTACT WITH AIR SHALL BE COATED WITH KYNAR AND AIR DRIED, THEN APPLY EPDXY. COATING. (q) PgOV119E ExPL051014 pR04P t-10TOW-, oci} .G AND FAR MFG. MODEL NO. FINISH CFM NECK SiZE THROW FRAME TYPE NOTES TRUE TDC-M WWE 300 si 9 4-MIAY LAY -IN 1 TRUE TOC-M WHITE 150 9/9 4-WAY UY-IN (1) Taw TOC-M wd" SO 4/6 3-WAY LAY -IN 0 ) 4 TTTUS TDC-M WHITE 100 0/6 2-WAY LAY -IN (1) 5 TITUS 4 FL WHITE --- --- RETURN LAY -IN (1) — 6 TITUS 4 FL WHITE "a 36/12 OUi$" AIR FLMIGE (i) 7 TITUS 30oF5 wHiTE 370 i e/a SLOE WALL FLANGE (1) a TITUS 34OFS WHiTE 230 14/5 SIDE WALL FLANGE (1) 9 TTTUS 30OFS WHITE 250 16/6 S" WALL FLANGE (1) 10 TITUS 300FS WHITE 50 0/4 3-WAY FLANGE (i ) 11 Taw 300F5 WHITE 170 12/6 SIDE WALL FIANCE 0 ) 12 TITUS I 355FL I WHIOE --- 12/6 SIDE WALL FLANGE (1) NOTES (1) PROVIDE OPPOSED BLADE DAMPER. ACTI V I TY 0AI_MWO00 DESIGNED BY: H.D. OERRYEMERRY DRAWN BY: H. H. PAVELCHAK CHECKED BY: A. K. TO FOR ARCHITECTS, APPROVED BY: A. K . PROJECT CONTROL _j P.A. REGISTRATION NO: PLUMIM i:D(M 8C lll..E MARK WC-1 WC-2 LAV-1 LAV-2 S-1 FD-1 EYE-1 EWC-1 EWH-1 DESCRIPTION WATER CLOSET 2 HANDCAP WATER CLOSET LAVATORY HANDCAP LAVATORY DEEP SINK FLOOR DRAIN (3)' EYE WASH/ SHOWER ELECTRIC WATER COOLER 4 ELECTRIC. WATER HEATER 5 MANUFACTURER ELDER EVER EWER EUER ELKAY JOSAM HAWS ELKAY STATE MODEL NO. 091-1805 091-1675 052-0244 051-2968 DER-2522-10 30003-A 830o EHFS-8 SS8-40-M . CARR ER --- --- - --- --- --- - -- - - - MANUFACTURER --- --- --- (tj --- --= --- --- --- MODEL NO. --- --- --- --- --- --_ ___ �__ --- FLUSti- VA./TANK TANK TANK --- --- --- --- - MANUFACTURER --- --- __ _-- __- ___ MODEL NO. --- --- --- --- --- --- --- --- --- SUPPLY FrMNG MANUFACTURER (1) (1) (1) (1) (1) --- HAWS (1) (1) MODEL NO. --- --- --- --- --- --- SP225 SP280 --- QUANTITY 1 1 2 2 2 FAUCk? MANUFACTURER --- --- ELDER EWER EWER- --- --- =-- --- MODEL NO. --- --- 558-1000 559-1250 LKA-2446 --- --- --- - -- DRNN--- --- _,_ --- --- --- MANUFACTURER ------ MODEL NO. --- --- --- --- --- --- . TRAP --- --- --- --- --- MANUFACTURER --- --- EWER (1) (1) (i) --- --- MODEL NO. --- ---j 804-1 180 --- --- --- --- _-- _-- SPECIAL ITEMS 1 PROVIDED BY CONTRACTOR 2 PROVIDE OPEN FRONT SEAT BY BENEKE 3 PROVIDE WITH JOSAM MODEL J88250 TRAP PRIMER VALVE 4 1/5 H.P. COMPRESSOR RATED AT 4.8 AMP, 120 VOLTS 5 208 VOLTS, 3 PHASE, 5500 WATTS TOTAL INPUT 161 MOUNT IN ACCORDANCE WITH HANDICAP CODE ccu WATER SOURCE HEAT PUMP �►CHEDUL� MARK FAN COOLING HEATING MBH ______ CONDENSER COMPRESSOR EQUAL TO NOTES: CFM IE.S.P. IN. WC HP _ _ V/PH FLA M H EVYT LWT GPM[W�PD (FT) QTY V/PH FLA LRA MFG. MODEL N0. TC SHC HP-1 1600 0.5 1 /2 208/3 3.9 49 34 55 75 87.5 8 10 1 208/3 16.8 80 CARRIER 50VQ048 (1) HP-2 1600 0.5 1 /2 208/3 3.9 49 34 55 75 87.5 8 10 1 208/3 16.8 80 CARRIER 50VQ048 1) ri FFFT - ----- NOTES; (1) ALL SURFACES IN CONTACT WITH OUTSIDE AIR INCLUDING COILS, FANS, ETC., SHALL BE SPRAY COATED WITH HERESITE AND AIR DRIED. ocu _... ,:: ,..., ., .. ..,. .._ r.,�e.._.,.....,... , � � �r �., _ _ _� a 6A NOTES E&-:]: APPLY TO THIS DRAWING ONLY —1 111 CONDENSER WATER SUPPLY AND RETURN PIPING (UNDER GROUND). SEE CIVIL DRAWINGS FOR CONTINUATION. —2 2—WAY CONTROL VALVE. CONTROLS SHALL OPEN THE VALVE TO COIL BEFORE COMPRESSORS STARTS TO OPERATE, AND REMAIN OPEN FOR TWO MINUTES AFTER COMPRESSOR STOPS. —3 10x6 TRANSFER OPENING ABOVE THE CEILING. —4 REFER TO ARCHITECTURAL DRAWINGS FOR LOUVER SPECIFICATIONS, SIZES AND LOCATIONS. —5 INFRARED HEATERS (IH) SHALL BE EQUAL TO CHROMALOX MODEL RD026- 60S, 2 KW, 480 VOLTS. COORDINATE LOCATION AND HEIGHT WITH OTHER TRADES AND EQUIPMENT. —6 PROVIDE TWO INPUT CONTROLLERS EQUAL TO CHROMALOX TYPE VCS, ONE TO CONTROL IH-1 & IH-4, AND ONE TO CONTROL IH-2 & IH-3. —7 PROVIDE 8/4 SIDE WALL SUPPLY DIFFUSER WITH OPPOSED BLADE DAMPER, DIFFUSER SHALL BE EQUAL TO TITUS MODEL 301 FS FOR IOOCFM. —8 PROVIDE 8/4 SIDE WALL RETURN GRILLE WITH OPPOSED BLADE DAMPER, GRILLE SHALL BE EQUAL TO TITUS MODEL 350 FS. Conklin P a O 0 N M CHAA SYMBOLS SCHEXLE NOTE THESE ARE STANDARD SYMBOLS, AND tAAY NOT ALL APPEAR ON THE PROJECT DRAWINGS. 12/10 DUCT SIZE, FIRST FIGURE IS SIDE SHOWN. _ EXISTING DUCTWORK TO REMAIN. EXISTING DUCTWORK TO BE REMOVED. MANUAL SPLI j"ER DAMPER. �c- SUPPLY DUCT (TURNED UP) I `.t SUPPLY DUCT (TURNED DOWN) RETURN DUCT (TURNED UP) RETURN DUCT (TURNED DOWN) L-1- o MANUAL VOLUME DAMPER TRANSITION. TURNING VANES. FLEXIBLE CONNECTION. Fl"RST FLOOR` PLAN-H%v/As C SCALE:1/4"= I' -d' ®rterl and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 407 322-6841 TEL 407 831-5717 �A I1n fl/\1a/1kI *rn Ur!) I DAT E I TO I FOR I PROJECT CONTROL ®F-� icxJ SUPPLY DIFFUSER, SEE GRILLE REGISTER AND DIFFUSER SCHEDULE FOR DESCRIPTION. ---DQ— GATE VALVE Z-'1 RETURN REGISTER, SEE GRILLE REGISTER AND 3-WAY CONTROL VALVE c�J DIFFUSER SCHEDULE FOR DESCRIPTION. EXHAUST DIFFUSER, SEE GRILLE REGISTER AND I DIFFUSER SCHEDULE FOR DESCRIPTION. J1 VENT THRU ROOF (VTR) O AIR DISTRIBUTION DEVICE, SEE GRILLE REGISTER AND DIFFUSER SCHEDULE FOR DESCRIPTION. O PIPE UP THERMOSTAT 0 PIPE DOWN 0--- ELBOW (TURNED UP) FC FAN COIL. 7 ELBOW (TURNED DOWN) HP HEAT PUMP EF EXHAUST FAN. -- -0---- TEE (OUTLET UP) SF SUPPLY FAN. --v--- TEE (OUTLET DOWN) OAL OUTSIDE AIR LOWER. PIPE CAP CFM CUBIC FEET PER MINUTE. —� I �--- UNION NTS NOT TO SCALE. FLOOR DRAIN. SEE PLUMBING FIXTURE AFF ABOVE FINISHED FLOOR. C� SCHEDULE FOR DESCRIPTION, qq Cam- FLOOR SINK. SEE PLUMBING FIXTURE SCHEDULE FOR DESCRIPTION. SANITARY LINE (ABOVE GRADE OR SLAB) HUB DRAIN. SEE PLUMBING FIXTURE SANITARY LINE BELOW GRADE OR SLAB ( ) � SCHEDULE FOR DESCRIPTION. — -- —» — VENT LINE WALL HYDRANT WITH VACUUM BREAKER (WHY) — -- COLD WATER LINE WHY ------ HOT WATER LINE ----H13+ HOSE BIBB - — HOT WATER RETURN r�— G GAS LINE SHOCK ARRESTOR CD— CONDENSATE DRAIN LINE. O INPUT CONTROLLER —E(NAME)-- EXISTING PIPING TO REMAIN '-=-T-= r-A EXISTING PIPING TO BE REMOVED 10/4 TO WALL CAP SECOND FLOOmK PLAaN2qwHVAC DS CA L E 1/4" 1!- • OAIMWOOO - OERRYBERRY PAVELCHAK ARCHITECTS, P.A. —.— C-0 CLEAN OUT O WALL CLEAN OUT UR-1 PLUMBING FIXTURE DESIGNATIONS. SEE WC-1 PLUMBING FIXTURE SCHEDULE' FOR DESCRIPTION. 15- MECHANICAL DIVISION NOTES POINT OF CONNECTION CW COLD WATER HW HOT WATER SS SANITARY LINE HWR HOT WATER RETURN SW SOFTENED WATER CO CLEAN OUT FCO FLOOR CLEAN OUT WCO WALL CLEAN OUT FD FLOOR DRAIN HD HUB DRAIN HB HOSE BIBB FLOOR SINK BS BAR SINK J$ JANITOR SINK LAV LAVATORY UR URINAL WC WATER" CLOSET VTR VENT THRU ROOF EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER r'_ww r.AC WATER WFATFR Overstreet Consultants, Inc. Electrical . Mechanical • Engineers 1245 S. Semoran Blvd:. Winter Park, FL 32792 - (407) 657-7117, FAX (407) 657-1887 ACTIVITY NAME DATE DESIGNED BY A.K. S NOTED DRAWN BY: H.H. FDATE%l4/91 CHECKED BY: A. K. APPROVED BY: A.K. S060259 REGISTRATION N0: L DATE REVISION APPROVED DRAWING N0. M-1 of THICKENER BUILDING H.V.A.C. FLOOR PLAN WATER RECLAMATION FACILITY EXPANSION CITY OF SANFORD, FLORIC�A I L, _� � �r, a G \Y', S to 'h.i