Loading...
HomeMy WebLinkAbout38107 Market Square (2)SHEET #: LIST OF DRAWINGS DESCRIPTION: 5001 COVER SHEET B002 EXISTING CONDITIONS PLAN B003 EXISTING CEILING PLAN B101 PROPOSED FLOOR PLAN 8201 PROPOSED CEILING PLAN I" 1101 MECHANICAL PLAN E101 POWER PLAN E201 LIGHTING PLAN PROJECT TEAT" OWNER: HEALTH CARE REIT INC C/O ALTUS GROUP PO BOX 0212-0 SOUTHLAKE. TX 70002 CONTRACTOR: RON SMITH FHS CONSTRUCTION, LLC 2G51 STATE ROAD (30 WEST BARTOW, FL 33830 PHONE: 8G3-535-1148 EMAIL: RSmith@fhsiacom PROJECT DAVID I" 1 SCHONACHER JR, PE ENGINEER: THE AVANTI GROUP, INC 1345 N FALKENBURG RD TAM PA, FL 3300 PHONE: 813-G55-2884 EMAIL: dovids@avantitampa.com PROPOSED RENOVATION FOR: FMC ORTHO 58155 I `IARIGET SQUARE ZEPHYRHILLS, FL 55542 GENERAL NOTES 1. ALL DESIGN AND WORK TO BE PEFORMED BY A LICENSED ENGINEER OR CONTRACTOR AND COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. ALL BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS PER FBC 501.2. EACH CHARACTER SHALL BE NOT LESS THAN 4 IN HEIGHT AND 1/2" IN WIDTH. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 3. EXIT SIGNS SHALL BE LOCATED IN ACCORDANCE WITH NFPA 101 SECTION 5-10, "MARKING OF MEANS OF EGRESS'. 4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 10 1-: AS DIRECTED BY THE FIRE MARSHAL. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING ANY WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. G. CONTRACTOR SHALL COMPLY WITH LATEST PUBLISHED OSHA REQUIREMENTS. 7. MANUFACTURED MATERIALS SHALL BE INSTALLED AS PER THEIR PUBLISHED INSTRUCTIONS. 8. CONTRACTOR SHALL GIVE ACCEPTABLE CERTIFICATES OF INSURANCE TO OWNER PRIOR TO BEGINNING ANY WORK UNDER THIS CONTRACT. 9. CONTRACTOR SHALL SECURE A CERTIFICATE OF OCCUPANCY FROM THE GOVERNING AUTHORITY AT THE COMPLETION OF THE WORK AND GIVE TO THE OWNER PRIOR TO FINAL PAYMENT. 10. A COMPLETE LIEN RELEASE AND CONTRACTOR'S AFFIDAVIT WILL BE GIVEN BY CONTRACTOR TO OWNER AT THE COMPLETION OF WORK. 11. ALL WORK SHALL BE GUARANTEED FOR 12 MONTHS AFTER THE ISSUE OF CERTIFICATE OF OCCUPANCY. 12. PROVIDE BLOCKING IN STUD WALLS BEHIND ALL WALL MOUNTED FIXTURES $ ACCESSORIES. 13. USE MOISTURE RESISTANT GYPSUM BOARD BEHIND ALL WALL TILE (IF APPLICABLE). 14. PROVIDE CAULKING OR SEALANT AS REQUIRED. 15. VERIFY SIZE AND REQUIRED CLEARANCES FOR ALL EQUIPMENT, APPLIANCES, AND CASEWORK PRIOR TO INSTALLATION_ ADJUST MILLWORK DIMENSIONS AS REQUIRED TO ENSURE PROPER FIT. 10. VERIFY SIZE AND REQUIRED ROUGH OPENING DIMENSIONS FOR ALL DOORS AND WINDOWS. ALL WORK SHALL COMPLY CODES FLORIDA L WITH PREVAILING NATIONAL ELECT. RI�� ��DE CODE, AND THE CITY OF ORDINANCES ZEpHYRHiLlS REVIEW DATE CITY OF ZEpHYRHILLS FLANS EXAMINER a%_ PROJECT Y. LOCATION 38. 3:5 *,Aa r ke I Sq _Aar BUILDING CODE INFORMATION CODE REFERENCE: FLORIDA BUILDING CODES SIXTH EDITION (2017) FLORIDA FIRE PREVENTION CODE SIXTH EDITION SCOPE OF WORK: LEVEL 2 ALTERATION BUILDING AREAS: EXISTING GROSS BUILDING AREA = 48,700 SF WORK AREA = ro100± SF CONSTRUCTION TYPE: TYPE II-B, UNPROTECTED, SPRINKLERED INTERIOR FINISHES: EXIT ENCLOSURES $ PASSAGEWAYS CLASS A CORRIDORS CLASS B ROOMS AND SPACES GLASS C NOTE TO REVIEWER: LOW VOLTAGE PLANS TO BE SUBMITTED UNDER SEPARATE COVER OCCUPANCY TYPE: EXISTING = GROUP B (BUSINESS) NO CHANGE IN OCCUPANCY OCCUPANT LOAD: NO CHANGE IN OCCUPANT LOAD PROPOSED ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEW DATE ` C ' t CITY OF ZEPHYRHILLS FIRE AND LIFE SAFETY EXAMINM.L_> IN a z 0 ° o LL o ° Lo 0 � Lu 10 m co 0 N a U c 0 Z a)u D F= z o 'o w O O LL P D 02 Z Q CO EO v E °- O ° LQ Q� .0) c C U) C 13Hl U z 30 0 t�l O lL TWO Z�Q rU VI � w lL U W (V IY � 1Y 0 Lo m T � LL Z ��LL O 0 w 0) Q U dz O c0 W (f) N (1) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS SPEGIFIGATIONS GONIPLY WITH THE APPLIGABLE I" IINII" lUM BUILDING CODES I - - - - I I . - - - -� - -- - - i - - _ - -7 T__ SHEET NUI"IBER COVER SHEET 5001 EXISTING CONDITIONS PLAN KEY PLAN, SCALE: NTS o u M 10 v U O LU � : M c Q C V C N U Z Y � p Z LL M C w O Ug r 2E co a o 0 v E 0= M a LLQ r c .0) c cn 3 Hl o U z3o Unm TWO Zv_� O�m U� cll ci � z W LL U O�m Z O �� Z O O A > U� O L(L)_ mN � W O O L1L Ll LL W U) a Kv-ull o AAAAIPII 6 I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS $ SPEGIFIGATION5 GOMPLY WITH THE APPLICABLE MINIMUM BUILDING GORES EXISTING CONDITIONS PLAN SHEET NUMBER 8002 o 0�� Z LA O W SY EO 10 U 10 � DNN a U a�E B �z �'� M a UOQQ 0 0 Z -0 N LqOE 00 co LL U) nLl W c c El 0 0 0 o U U (E) CEILING NOT V- SHOWN FOR CLARITY „ l� CEILING EIGHT Z 3 O EL 6-10" P UNO O O o om F-7 �LL � �W3 / ZQ� OVm ULo Ul ci V:-: W LL v EXISTING CEILING PLAN NOTE: f NOT ALL (E) CEILING SHOWN. JUST ENOUGH < SCALE: 3/10' = 1'-O" O j m TO SHOW NEW SCOPE OF WORK. Z LL � u- o O -A AREA OFz Lo % WORK w LL M 01. c0 W p mN LL a O a `oit��*1@ )ffd8%T �e qq co 0 U)p�L nJ UAJ JlffdBgd! '�j4lll I GEIZTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS $ SPECIFIGATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES Z L O � O � m r— m Z L 0 U KEY PLAN -j w W SCALE: NTS u a SHEET NUMBED EXISTING CEILING PLAN WINDOW ELEV 3'-0" SGW DOOR ELEV SCALE: 3/8" =1'-0" PROPOSED FLOOR PLAN SCALE: 3/16" = 1'-O" DOOR AND HARDWARE SCHEDULE MARK O FRAME TYPE SIZE (WIDTH x HEIGHT) DOOR TYPE SWING LOCK SET CLOSER FRAME ELEV NOTE EX EXISTING EXISTING - - - - - - 1 WOOD 3'-0" x 0-8" SCW LH - - B - 2 WOOD 3'-0" x 0-8" SCW LH - - B - 3 WOOD 3'-0" x 0-8" SGW RH - - B - 4 WOOD 3'-0" x 0-8" SCW RH - - B - 5 HM 3'-0" x G'-8" SCW RH - - B - r0 HM 3'-0" x 6-8" SCW LH - - B - 7 HM 3'-0" x 0-8" SCW LH - - B - F8 HM 3'-0" x 0-8" SCW LH - - B - GENERAL NOTES: 1. ALL DOOR HARDWARE SHALL MEET REQUIREMENTS OF FLORIDA ADA REGULATIONS. WINDOW SCHEDULE ABBREVIATIONS: HM = HOLLOW METAL SCW = SOLID CORE WOOD MARK (D FRAME TYPE SIZE (WIDTH x HEIGHT) WINDOW TYPE FRAME ELEV NOTE EX EXISTING EXISTING - - - 1 LEAD 2'-0" x 2'-0" LEAD A LEADED GLAS GENERAL NOTES: 1. PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQUIRED BY FBG 2400.4.2 AND 2406.4.3. ABBREVIATIONS: AL = ALUMINUM WALL TYPE SCHEDULE 5/8" GYP BOARD ON BOTH SIDES OVER 35/a' METAL STUDS @ 24' OC W/ SOUND ATTENUATION BATT INSULATION (USE MOISTURE RESISTANT AT WET AREAS) �Id (1) LAYER OF 5/8" GYP BOARD ON BOTH SIDES OVER (2) 35/a" METAL STUDS @ 24" OC FLUSH W/ EXISTING WALL W/ SOUND ATTENUATION BATT INSULATION (USE MOISTURE RESISTANT AT WET AREAS) EXISTING GONG BLOCK WALL W/ 5/8" LEADED GYP BOARD PER MANUFACTURER SPECS OVER 4" METAL FURRING STRIPS 5/8" LEADED GYP BOARD PER MANUFACTURER SPECS ON BOTH SIDES OVER 35/8" METAL STUDS @ 24" OC W/ SOUND ATTENUATION BATT INSULATION GENERAL WALL NOTES: 1. ALL GYP BOARD TO RECEIVE TEXTURED FINISH TO MATCH EXISTING. 2_ BRACE NEW WALLS TO EXISTING TRUSSES AS REQUIRED, BUT NO MORE THAN G FT OC MAX. 3. NEW WALLS TO EXTEND G" MIN ABOVE CEILING HEIGHT, UNO. BRACE AS REQUIRED, BUT NO MORE THAN G FT OC, MAX. 4. NOTE ALL CEILINGS ARE EXISTING TO REMAIN. KEY PLAN SCALE: NTS O co co v 0 O� �m 00 QN C N z E LL Y � -d "- M c w O LL_U� r 0 Z a EEO v O� m -Q r W .0) c vJ 3Hl U Z30 Oom Uom TWO Z�Q 1)co U� �N I w LL U Q" ° o TLL tr1 Z o Ow� Q > U U-ma c0 W p M N W O O �L I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS $ SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES SCALE: 3/8" -1'-0" SHEET NUI" IBEz PROPOSED FLOOR PLAN B101 I PROPOSED CEILING PLAN -6a o lL co O '� U Ow 10 � QN a N E Uz Y LL � _a �z LL ch C w a Ug Z Q co c O v E O� M a LL Q cn W c .V/ W • V/ c 0 3 Hl U Z3o Uflm �Wo � Z�Q Q F-- O �m U� w lL U Q-4 o LL Z � O OV� U�ot w C0 W p cal N W O O Cl .` art• �LL L.i ��"' Z Ci Lit cl J!,`!`FFFYFI ttlgtll �] z I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS $ SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES KEY PLAN SGALE: NTS SHEET NUMBER 8201 PROPOSED CEILING PLAN MECHANICAL LEGEND EXISTING SUPPLY EXISTING RETURN EXISTING EXHAUST ® SUPPLY RETURN OR TRANSFER ® EXHAUST eEQUIPMENT MARK -' MANUAL BALANCING DAMPER / ✓ EXISTING FLEX -DUCT FLEX -DUCT k EXISTING DOUBLE DUCT TO BE REMOVED OT NEW THERMOSTAT ODRAWING NOTE -U_> 1" DOOR UNDERCUT TAP WITH DAMPER DUCT UP DUCT DOWN SINGLE LINE DUCT Ci PIPE DOWN Q+- PIPE UP [ END CAP < INDICATES SUPPLY AIRFLOW INDICATES RETURN AIRFLOW MECHANICAL ABBREVIATIONS (E) EXISTING AFF ABOVE FINISHED FLOOR CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CO PIPE CLEAN -OUT CTE CONNECT TO EXISTING EA EXHAUST AIR EF EXHAUST FAN FBC FLORIDA BUILDING CODE FPM FEET PER MINUTE (N) NEW NC NEW CONNECTION QA OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RETURN AIR RTU ROOFTOP UNIT SA SUPPLY AIR VD VOLUME DAMPER DEMOLITION KEYNOTES 1. REMOVE AND PROPERLY DISPOSE OF EXISTING PLUMBING FIXTURES WITHIN HATCHED REGION. REMOVE ASSOCIATED PLUMBING PIPING BACK TO WALL OR BELOW SLAB AND CAP. 2. REMOVE AND PROPERLY DISPOSE OF EXISTING EXHAUST FAN AND ASSOCIATED EQUIPMENT, DUCTWORK, WIRING AND DEVICES. REPAIR ANY HOLES IN EXTERIOR WALLS OR ROOF WITH LIKE MATERIALS. AREA NOT IN SCOPE (D RENOVATION KEYNOTES 1. RELOCATED EXISTING SUPPLY DIFFUSER. ENSURE FLEX DUCT RUN -OUT SIZE IS EQUAL TO WHAT IS CALLED OUT ON DRAWINGS. UPSIZE FLEX DUCT OR EXTEND AS NEEDED TO ACHIEVE SPECIFIED AIRFLOWS. 2. RELOCATED EXISTING RETURN GRILLE. 3. EXISTING RETURN GRILLES TO REMAIN. 4. PROVIDE NEW SUPPLY DIFFUSER. ROUTE FLEX DUCT TO NEAREST EXISTING SUPPLY DUCT MAIN. REFER TO DETAIL FOR PROPER CONNECTION. NEW DIFFUSER MODEL TO MATCH EXISTING. IF NO MODEL NUMBER IS KNOWN, PROVIDE TITUS TDC-AA. 5. PROVIDE NEW RETURN GRILLE. ROUTE NEW DUCTWORK TO NEAREST RETURN DUCT MAIN. REFER TO DETAIL FOR PROPER CONNECTION. NEW', GRILLE MODEL TO MATCH EXISTING. IF NO MODEL NUMBER IS KNOWN, PROVIDE TITUS 350FL. O(E)C 95.CFM AREA NOT IN SCOPE MECHANICAL NOTES. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION INDUSTRIES MODEL #120 (FLAME SPREAD = 5, SMOKE DEVELOPED = 10) OTHER SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE ACCEPTABLE MANUFACTURERS ARE OWENS CORNING AND KNAUF. IN LIEU OF INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR SHEET METAL DUCTWORK, DUCT BOARD MAY BE USED. CONTRACTOR SHALL (BID 1. IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC IN NATURE AND SHOULD OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES, ETC. IDEALLY AS DEDUCTIVE ALTERNATE). 1.5" THICK DUCT BOARD (EQUAL TO JOHNS MANVILLE NOT BE SCALED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD DUCTWORK SHALL BE INSTALLED FIRST. BONDED WITH THERMO SETTING RESIN ON AIR STREAM SIDE WITH AN VERIFY SPACE ALLOCATED PRIOR TO ORDERING EQUIPMENT. ANTI -MICROBIAL COATING) AND CONFORM WITH UL STANDARDS FOR SAFETY AIR 11. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY DUCT, NO. 181, 1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. FACING SHALL BE 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SUBMITTED THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. THE FSK ALUMINUM FOIL. CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS EQUIPMENT TO ENSURE ALL INLET/OUTLET CONNECTIONS COORDINATE WITH CONTRACTOR IS TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE AND DETAILS IN SMACNA AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION FIELD INSTALLED DUCTWORK AND MAKE ANY NECESSARY DUCT MODIFICATIONS FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR STANDARDS, LATEST REVISION AND MANUFACTURER'S RECOMMENDATIONS. ALL TO ENSURE PROPER OPERATION OF MECHANICAL EQUIPMENT. CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH JOINTS SHALL BE SECURELY TAPED WITH FASSON 0810 OR APPROVED EQUAL ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTORS BEFORE ANY PRESSURE SENSITIVE TAPE. METAL TO FIBERGLASS CONNECTIONS TO BE MADE 3. SUBMITTALS SHALL MEET SCHEDULED DESIGN CHARACTERISTICS. THIS INCLUDES CONSTRUCTION WORK. USING 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. BUT NOT LIMITED TO CFMS, EAT(DBNB), ESP, CAPACITIES, VOLTAGES/PHASES, SUPPORT DUCTS WITH 1X2X1 22 GAUGE MINIMUM CHANNELS AND STRAP OR MCA/MOCP, SONES, ETC... 12. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE 12-GAUGE WIRE FROM BUILDING CONSTRUCTION. SUSPEND FROM JOISTS WITH SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-01'. BEAM CLAMPS. PROVIDE HOT DIPPED STEEL FASTENERS, ANCHORS, RODS, 4. ALL CONSTRUCTION WORK SHALL ALSO MEET THE FOLLOWING BUILDING CODE STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUCTWORK. DUCT SIZES ON REQUIREMENTS: 13., UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT CONSTRUCTION DOCUMENTS ARE INTERNAL FREE -AREA DIMENSIONS. TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, • FLORIDA BUILDING CODE (FBC) 2017 WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 24. ALL EXHAUST DUCT WORK SHALL BE NON -INSULATED SHEET METAL UNLESS * FBC ENERGY CONSERVATION 2017 OTHER WISE NOTED. * FBC MECHANICAL CODE 2017 14. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO • FBC PLUMBING CODE 2017 SUSPEND/SUPPORT MECHANICAL EQUIPMENT AND MATERIALS. 25. FLEXIBLE DUCT SHALL HAVE CONTINUOUS TEAR RESISTANT LINER ENCASED BY INSULATING MATERIAL WITH AN OUTER VAPOR JACKET CONFORMING TO UL181 5. ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE 15. IT IS THE RESPONSIBILITY OF THE MECHANICAL INSTALLER TO PATCH AND REPAIR UNLESS THE FLEX DUCT MEETS THE CRITERIA STATED IN 2017 FLORIDA BUILDING INSTALLED AT AN ELEVATION OF 48" ABOVE FINISHED FLOOR TO THE TOP UNLESS ANY DUCT OPENINGS WHICH RESULT FROM THE RELOCATION OR CODE -BUILDING SECTION 449.3.6.4. OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT 16. ELIMINATION OF ANY EXISTING AIR DEVICES. THE PATCH IS TO BE OF A SIMILAR 26. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE MATERIAL TO THE REPAIRED DUCT AND TO BE SEALED IN ACCORDANCE WITH SPRINKLER HEADS. APPROVAL OF THE ENGINEER OR REPRESENTATIVE IN THE FIELD. SMACNA STANDARDS. 27. CONTRACTOR SHALL SUPPLY PIPE SUPPORTS 4'-0" ON CENTERS FOR 6. ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. 17. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE REFRIGERANT LINES AND CONDENSATE LINES. SUPPORTS SHALL BE PER DETAILS. CONTRACTOR SHALL PAINT INSIDE EACH RETURN GRILLE'S PLENUM AND DUCT AREA). CONNECTION FLAT BLACK TO CONCEAL CONNECTION. COORDINATE AIR DEVICE 28. ALL DOOR UNDERCUTS FOR THE PURPOSE OF BALANCING RETURN AIR SHALL BE LOCATIONS WITH LIGHTING FIXTURES AND FIRE SPRINKLER HEADS. PRIOR TO 18. CONTRACTOR SHALL COORDINATE ALL INTAKE/EXHAUST LOCATIONS TO INSURE MINIMUM 1", PER FLORIDA BUILDING CODE - MECHANICAL - SECTION 601.6. INSTALLATION, THE CONTRACTOR IS TO REFER TO THE ARCHITECTURAL AT LEAST A 10' DISTANCE BETWEEN ANY INTAKES AND VENTILATION EXHAUSTS, REFLECTED CEILING PLAN FOR ACTUAL FINAL LOCATIONS OF AIR DEVICES. PLUMBING VENTS, RELIEF, ETC... 29. MECHANICAL CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS o AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL 3 7. DIFFUSERS/GRILLES SHALL NEVER BE INSTALLED ON SURFACE OF ACOUSTICAL 19. ALL HVAC EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S CONTRACTOR BEFORE BIDDING/ORDERING AND INSTALLATION. LAY -IN TILE. ALL DIFFUSERS/GRILLES IN LAY -IN CEILINGS SHALL BE LAY -IN PANEL RECOMMENDATIONS UNLESS INDICATED OTHERWISE. = MOUNT. REFER TO SCHEDULE. GYPSUM BOARD SURFACE MOUNT DIFFUSERS 30. ALL CONTROL WIRING SHALL BE INCLUDED AS PART OF MECHANICAL WORK. SHALL NOT BE BEVEL MOUNT. 20. CONTRACTOR SHALL THOROUGHLY CLEAN AND ENSURE PROPER OPERATION OF REFER TO ELECTRICAL SPECIFICATIONS FOR CONDUIT AND WIRING ANY EXISTING HVAC EQUIPMENT. ANY CHANGE TO THE SYSTEM SHALL RESULT IN REQUIREMENTS. MECHANICAL CONTRACTOR SHALL ENSURE THAT ELECTRICAL = 8. CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT BY AN EQUIPMENT MODIFICATIONS (AS REQUIRED) INCLUDING BUT NOT LIMITED TO INTERFACE DEVICES NECESSARY IN THE ELECTRICAL COMPONENTS ARE AABC OR NEBB CERTIFIED AGENCY. THIS REPORT MUST BE REVIEWED AND REPLACING MOTORS, VFDS, PULLEYS, SHEAVES, BELTS, ETC... COORDINATED WITH THE ELECTRICAL CONTRACTOR (IE FAN SPEED RHEOSTATS, APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. THE AUXILIARY CONTACTS, INTERLOCKS, ETC.) 62. UNLESS OTHERWISE NOTED CONTRACTOR MUST ALSO PROVIDE ALL REPORTS REQUIRED BY THE 21. CONTRACTOR SHALL PROVIDE A PERMANENT/PROFESSIONAL LABEL FOR EACH MOTOR STARTERS AND DISCONNECTS SHALL BE FURNISHED AND INSTALLED BY SPECIFICATION. OUTDOOR TEMPERATURE (DB); OUTSIDE AIR (DB/WB &CFM); PIECE OF EQUIPMENT, ASSOCIATED THERMOSTAT(S) AND/OR SENSOR(S). ELECTRICAL CONTRACTOR. SUPPLY AIR AT UNIT DISCHARGE (DB/WB & CFM); RETURN AIR {MIXED) (DB/WB & o CFM); LEAVING COIL (DB/WB); DIFFUSER/GRILLE (DB/WB); EQUIPMENT (EWT/LWT); 22. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR 31. CLOSE OUT DOCUMENTS: CONTRACTOR SHALL MAINTAIN A SET OF AS -BUILT ° EQUIPMENT (EAT/LAT); EQUIPMENT (GPM); EQUIPMENT (PRESSURES). OUTSIDE HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING DRAWINGS AND KEEP CURRENT DURING CONSTRUCTION OF THE PROJECT. IT IS AIR CFM SHALL BE MEASURED DIRECTLY AND NOT CALCULATED FROM THE SUSPENSION SYSTEM. TO INCLUDE ALL CONTRACT CHANGES, MODIFICATIONS AND CLARIFICATIONS. DIFFERENCE BETWEEN SUPPLY AIR CFM AND RETURN AIR CFM. THIS SET TOGETHER WITH ALL SHOP DRAWINGS SHALL BE TURNED OVER TO THE 23. LOW PRESSURE SUPPLY, RETURN, AND TRANSFER DUCTWORK SHALL BE ARCHITECT/ENGINEER AFTER CONSTRUCTION COMPLETION. Ll 9. ALL DUCTWORK MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL TO EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH 51 FACILITATE INSPECTION. LATEST SMACNA STANDARDS UNLESS OTHERWISE NOTED. DUCT INSULATION TO BE 2.0" THICK FOIL BACK WRAP, K=0.25 BTUH-IN./SF. HR° 1.50#/CF AS MANUFACTURED BY JOHNS MANVILLE. JOINTS TO BE STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE (PER FMC 603) AS MANUFACTURED BY COMPAC AREA NOT IN 75 CFM SCOPE .. o AREA NOT IN SCOPE MECHANICAL & PLUMBING PLAN SCALE: 3/1611 = 1$-0" AL T STRAP TO PREVEN (INKS PER SMACNA) )UCT: DO NOT SAG ISULATED, i'-0" LONG (SAME -FUSER NECK) .ET METAL HROUGH HELIX OF )UCT, BAND CLAMP * FLEXIBLE DUCT SHALL HAVE CONTINUOUS METAL LINER ENCASED BY INSULATING MATERIAL WITH AN OUTER VAPOR JACKET CONFORMING TO UL181 UNLESS THE FLEX DUCT MEETS THE CRITERIA STATED IN 2017 FLORIDA BUILDING CODE -BUILDING SECTION 449.3.6.4. O CEILING DIFFUSER RUNOUT DETAIL NTS 12" ACCOUSTICALLY LINED SHEET METAL RECTANGULAR OR PLENUM ROUND SHEET METAL DUCT. SEE PLANS FOR SIZES. RETURN AIR GRILLE/REGISTER NOTE: SPRAY INTERIOR SURFACE VISIBLE FROM BEL OW) LOW) WITH FLAT BLACK ENAMEL PAINT Q RETURN AIR GRILLE DUCT CONNECTION DETAIL NTS rn 0 to M Cl) U J F- ^ z3�:O Lv 0 0QD 00 U o O� o �(jFLd - zaF- Of 0 (n Q U m L0 (n N I- Z LJ- LLJ J U W N � d- L0 0� �V)_j LiJ 0YV) C)f U�J = L() >- 00 LIJ )) N Nichol Digitally signed by ' Nicholas Stephenson DN: c=US, o=MES GROUP INC, ou=MES as GROUP INC, cn=Nicholas Ste p h Stephenson, 0.9.2342,19200 3 00.100 1.1=A0109800000015 E69A980DA0000076F n s o n 14:16 29104 00'9 Nicholas P Stephenson, PE 83283 I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS & SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES N o V) ~ Z N O Z Z r I O 00 Q In m p Q UJ Z y Lu w U = N V) U _ Q SHEET NUMBER mi 01 6 r DEMO NOTES 1O REMOVE AND CAP OFF CIRCUIT 2O RELOCATE, SEE DRAWING E-02 FOR NEW LOCATION OF CIRCUIT O REMOVE 4-WAY SWITCH AND CONNECTED TRAVELERS O4 REPLACE BAD BALLAST O5 REMOVE SWITCH, PLACE LIGHTS ON CORRIDOR SWITCH. WIRE SCHEDULE 1U (4) 350 MCM Cu, THHN 2U (4) #3 AWG Cu, THHN & (1) #8 AWG Cu, THHN O3 3/0 AWG BARE Cu RISER DIAGRAM NOTES & SPECIFICATIONS FAEXISTING DUKE ENERGY PRIMARY B EXISTING DUKE ENERGY PAD MOUNTED TRANSFORMER (225 kVA), 30, 208/120 V Fc_]EXISTING CT ENCLOSURE FD] EXISTING METER CAN �E EXISTING MAIN PANELBOARD MDP FF] NEW PANELBOARD B, 208/120 V, 125 A MLO, 42 CIRCUIT CONDUIT SCHEDULE i EXISTING 3" PVC 02 EXISTING 3" PVC QcEXISTING 3" RIGID o EXISTING 3" RIGID 06 EXISTING 1-1/2" EMT NOTES 1. ALL INSTALLATIONS SHALL COMPLY WITH THE CURRENT VERSION OF THE NEC THAT IS IN EFFECT FOR THIS JURISDICTION DURING THIS PROJECT. 2. EC SHALL COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR, THE OWNER OR EE, DUKE ENERGY, AND LOCAL AHJ. 3. ALL WIRING IN PATIENT ROOMS SHALL MEET THE NEC SECTION 517 SPECIFICATIONS. SCOPE OF WORK 1. PANELBOARD B SHALL BE REMOVED AND REPLACED WITH A NEW 125 A MLO, 42 CIRCUIT PANELBOARD. 2.5 EXISTING EXAM ROOMS/OFFICES SHALL BE CONVERTED TO 8 NEW EXAM ROOMS. 3. AN EXISTING OFFICE SHALL BE COVERTED TO A X-RAY ROOM. THE X-RAY EQUIPMENT WILL BE INSTALLED DURING ANOTHER PHASE OF THE PROJECT. ELECTRICAL DEMO FLOOR PLAN PANEL: B TYPE SQ-D LOCATION:. ELECTRICAL ROOM NEAR BREAK ROOM SERVICE. 120/ 208 1 V, 3%%C, 4W ? MAIN: 125 A,MLO RATING: 22,000 A.I.C. CKT DESCRIPTION NOTES C. BKR. LOAD KVA./PHASE C. BKR. NOTES DESCRIPTION CKT NO. A P A B C A B C A P NO. 1 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 2 3 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 4 5 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 6 7 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 8 9 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 10 11 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 12 13 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 14 15 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 16 17 LIGHTS AND RECEPTACLES LTG 20 1 1.92 1.80 20 1 REC RECEPTACLES (10) 18 19 RECEPTACLES (10) REC 20 1 1.80 1.80 20 1 REC RECEPTACLES (10) 20 21 X-RAY ROOM-1 RECEPTACLE, NEMA 6-15R EQ 15 2 1.25 1.25 15 2 EQ X-RAY ROOM-2 RECEPTACLE, NEMA 6-15R 22 23 X-RAY ROOM-1 RECEPTACLE, NEMA 6-15R EQ 1.25 1.25 EQ X-RAY ROOM-2 RECEPTACLE, NEMA 6-15R 24 25 SPACE 0.00 SPACE 26 27 SPACE 0.00 0.00 - SPACE 28 29 SPACE 0.00 0.00 SPACE 30 31 SPACE 0.00 0.00 SPACE 32 33 SPACE 0.00 0,00 - SPACE 34 35 SPACE 0.00 0.00 SPACE 36 37 SPACE 0.00 0.00 SPACE 38 39 SPACE ! 0.00 0.00 - SPACE 40 41 SPACE 0.00 0.00 - SPACE 42 i 7.2 6.7 6.8 7.2 6.7 6.7 CONNECTED DEMAND DEMAND MIN N.E.C. MIN N.E.C. -....__ ___...._.._. LOAD KVA FACTOR _...._ LOAD KVA LOAD KVA _ _ LOAD AMPS _. _._. _.. _....._ LIGHTING (LTG) 1 9 1.25 1 9. 2.4 RECEPTACLES (REC) 34.2 22.1 22.1 PER NEC 220-13 A/C (NON COINCID)(AC NC'y 6.0 1.0. 0.0. 0.0 HTG (NON COINCID)(H NC) 0.0 1.0. 0.0 0.0 AdIN ID HVA 0.0, 1 0 0 0 0 0 'MISC. EQUIPMENT (EQ) 5.0 1.0... _ .._ 5 0 5.0. _.... , .. _. .. _.. _ _ .. .... ....._ MOTORS (MTR). 0.0.. 1.0 0.0.0.0 . _.. _. _ LARGEST MTR 0.0 1.25 ..._ 0.0 0.0. ._.. ..... ... ...... ... .. MISCELLANEOUS (MISC) 0.0 1.0 __. 0.0 0.0: TOTAL 1 41.1: 29.01 F . 29.51 81.9 AMPS 28-Aug-18 FAULT CURRENT STUDY -- CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: FMC ORTHO PANEL B 38107 MARKET SQUARE, ZEPHYRHILLS, FL 33542 SYSTEM VOLTAGE: 208 WIRE TYPE CU=1 ASSUMED BASE KVA: 225 WIRE TYPE AL=2 UTILITY COMPANY AFC: 20820 UTILITY COMPANY X/R RATIO: 1 2.6 CABLE CABLE AT END AT END BASE BASE OF FDR OF FDR BUS SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BUS SOURCE SOURCE SOURCE R XL CABLE CABLE BUS BUS BUS PANEL AFC X/R SIZE TYPE RUNS LENGTH X/R AFC PUZ PUR PUX OHMS OHMS PUR PUX FUR PUX PUZ MDP 20820 2.60 350 1 2 40 2.23 18246 0.0300 0.0108 0.0280 0.031 0.031 0.0032 0.0032 0.0140 0.0312 0.0342 PANEL B 18246 2.23 3 1 1 10 1.31 15024 0.0342 0.0140 0.0312 0.216 0.035 1 0.0112 0.0018 0.0252 0.0330 0.0416 B A DELTA 13.2 kV a z O w Of r- N n d- to 00C) z°° °° CDM c J M LL LLJ M� W G m z WLu co> Z Va m cco Q Lz � L� o� U �w z 3: O O Oro �= (o U o of � w� z Q� o C/)Q U m L0 (� N z LL_ W_ J U W N 0:� � Ln O ::)NO J I- LL_ O w .J � J U :_ Lc) >- r0 = � W N t r 'a 'M f'� i✓ ti s i) 1 LL j�• . V/ r' ".� -EEL )OTER REBAR I CERTIFY T77HE'BEST 01= MY KNOWLEDGE THAT THE DRAWINGS & SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES N In U I _ CO II < � °' O 00 0 00 M Lj MLij p Q U Z Lu W Q Q W :D O U of _ U) Of 0 p U U) a_ a Z O U) w flf N r7 "d- Lo LEGEND DUPLEX RECEPTACLES, NEMA 5-20R, INSTALL AT 16" AFF TO BOTTOM OF DEVICE. �{ DUPLEX RECEPTACLES, NEMA 5-20R, INSTALL AT 42" AFF TO BOTTOM OF DEVICE OR 7" }{ ABOVE COUNTER TOP OF CENTER. QUADPLEX RECEPTACLES, NEMA 5-20R, INSTALL AT 16" AFF TO BOTTOM OF DEVICE. J�{ 208 V, 15 A BLADE RECETACLE, NEMA 6-15R, INSTALL AT 42" AFF TO BOTTOM OF N{ DEVICE. - DATA JACK, RJ-45 ® 2' x 4' FLOURSCENT TROFFER, MATCH EXISITING LIGHTIS LIGHT OR RECEPTACLE SWITCH. sW TYPE TYPE: D = DIMMER, 3 = 3-WAY, 4 = 4WAY, "BLANK" =1-WAY, T3 = 3-WAY TIMER, OS = OCUPANCY SENSORS sw = THE GROUP OF LIGHTS CONTROLED BY SWITCHES AND / OR OCCUPANCY SENSORS OF THE SAME LOWER-CASE LETTER COMBINATION. WIRE SCHEDULE (N) XRAY ROOM 1O (4) 3/0 AWG Cu, THHN 2O (4) 3/0 AWG Cu, THHN & (1) #6 AWG Cu, THHN 3O #4 AWG BARE Cu RISER DIAGRAM NOTES & SPECIFICATIONS FA] EXISTING DUKE ENERGY PRIMARY FB]NEW DUKE ENERGY POLE MOUNTED TRANSFORMER (3 x 25 kVA), 30, 480/277 V, XFMR-00 FcINEW OVERHEAD FEED TO 2" WEATHER HEAD rD] NEW NEMA 3R, 3-POLE, 600 V, 200 A, NONFUSIBLE DISCONNECT FE]2" EMT FF NEW 3-POLE, 480 V, METER CAN FG]2" EMT FH]NEW NEMA 3R, 480 V, 200 A, SERVICED RATED FUSIBLE DISCONNECT Fj]2fo EMT a NEW NEMA 3R PANELBOARD D, 200 A MLO, 30, 480/277 V, 42 CIRCUIT NOTES 1. ALL INSTALLATIONS SHALL COMPLY WITH THE CURRENT VERSION OF THE NEC THAT IS IN EFFECT FOR THIS JURISDICTION DURING THIS PROJECT. 2. EC SHALL COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR, THE OWNER OR EE, DUKE ENERGY, AND LOCAL AHJ. SCOPE OF WORK 1. A NEW 480/277 V SERVICES WILL BE ADDED TO THIS BUILDING. 2. DUKE ENERGY WILL BE ADDING A NEW 75 kVA TRANSFORMER BANK. 3. EC WILL BE INSTALLING THE NEW ELECTRICLA SERVICES TO BUILDING 4. TWO NEW X-RAYS WILL BE INSTALLED IN THE BUILDING. 5. THE EC WILL RUN THE FEEDERS FROM THE 480/277 V PANELBOARD TO THE X-RAY ROOMS. X-RAY ROOMS ARE SHOWN BY THE HATCH MARKS. PANEL: D TYPE: SQ-D LOCATION: OUTSIDE ON NORTH WALL SERVICE: 2771 480 V, 3%%C, 4W MAIN: 200, MLO RATING: 10,000 A.I.C. CKT DESCRIPTION NOTES C. BKR. LOAD KVA./PHASE C. BKR. NOTES DESCRIPTION CKT NO. A P A B C A B C A P NO. 1 X-RAY-1 EQ 40 3 26.67 26.67 40 3 EQ X-RAY-2 2 3 -RAY-1 EQ 26.67 26.67 EQ -RAY-2 4 5 7RAY-1 EQ 26.67 26.67 EQ -RAY-2 6 7 SPACE 0.00 0.00 SPACE 8 9 SPACE 0.00 0.00 SPACE 10 11 SPACE 0.00 0.00 SPACE 12 13 SPACE 0.00 0.00 SPACE 14 15 SPACE 0.00 0.00 SPACE 16 17 SPACE 0.00 0.00 SPACE 18 19 SPACE 0.00 0.00 SPACE 20 21 SPACE 0.00 0.00 SPACE 22 23 SPACE 0.00 0.00 SPACE 24 25 SPACE 0.00 0.00 - SPACE 26 27 SPACE 0.00 Em 0.00 - SPACE 29 SPACE 0.00 0.00 - SPACE 31 SPACE 0.00 0.00 - SPACE 33 SPACE 0.00 0.00 - SPACE [440 35 SPACE 0.00 0.00 - SPACE 37 SPACE pp 0.00 0.00 - SPACE 39 SPACE 0.00 SPACE 41 SPACE 0.00 m 0.00 - SPACE 26.7 26.7 26.7 26.7 26.7 CONNECTED DEMAND DEMAND MIN N.E.C. MIN N.E.C. LOAD_ KVA FACTOR LOAD KVA LOAD KVA LOAD AMPS LIGHTING (LTG) 0.0 1.25 0.0 0.0 RECEPTACLES (REC) 0.0 0.0 0.0 * PER NEC 220-13 A/C (NON COINCID)(AC NC; 0.0 1.0 0.0 0.0 HTG (NON COINCID)(H NC) 0.0 1.0 0.0 0.0 HVAC (COINCID) HVAC C) 0.0 1.0 0.0 0.0 MISC. EQUIPMENT (EQ) 160.0 1.0 160.0 160.0 MOTORS (MTR) 0.0 1.0 0.0 0.0 LARGEST MTR 0.0 1.25 0.0 0.0 MISCELLANEOUS (MISC) 0.0 1.0 0.0 0.0 TOTAL 160.0 160.0 160.0 192.5 AMPS 28-Au -18 FAULT CURRENT STUDY -- CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: FMC ORTHO PANEL D 38107 MARKET SQUARE, ZEPHYRHILLS, FL 33542 SYSTEM VOLTAGE: 480 WIRE TYPE CU=1 ASSUMED BASE KVA: 75 WIRE TYPE AL=2 UTILITY COMPANY AFC: 6000 UTILITY COMPANY X/R RATIO: 1.26 CABLE CABLE AT END AT END BASE BASE OF FDR OF FDR BUS SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BUS SOURCE SOURCE SOURCE R XL CABLE CABLE BUS BUS BUS (PANEL) AFC X/R SIZE TYPE RUNS LENGTH X/R AFC PUZ PUR PUX OHMS OHMS PUR PUX PUR PUX PUZ ----------- --- --------- --------- --------- ------- ------- I --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- PANEL D 6000 1.26 3/0 1 11 110 1.11 5185 0.0150 0.0093 0.0118 0.064 0,032 0.0023 0.0011 0.0116 0.0129 0.0174 DELTA 13.2 kV DUKE ENERGY XFMR WYE 480/277 V BUILDING STEEL BUILDING FOOTER REBAR zJ��•�• •o �� _ V 00 i�- La o adt'�z vv�'�=00 ) ' • �• 4r4"00 O