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HomeMy WebLinkAbout37840 Medical Arts CtFOR Digitally signed by James ISSUEDaT James Williams Williams Date: 2022.10.04 16:52:34 -04'00' I �1 ■ ■ I11 .. Premier Com riri t,,j,ri iCf) t ' y clthcare Pleiarma c i.1 ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRIC L.P. LOW POINT RW. RED WOOD A.P. ACCESS PANEL E.W.G. ELECTRIC WATER COOLER MFR. MANUFACTURER S.A.B. SOUND ATTENUATION BLANKET A.C.P. ACOUSTICAL CEILING PANEL EL. ELEVATION MAS. MASONRY SCHED. SCHEDULE ADD. ADDENDUM ELEV. ELEVATION M.O. MASONRY OPENING SECT. SECTION ALT. ALTERNATE EQ. EQUAL MAX. MAXIMUM SHT. SHEET AL. ALUMINUM EQUIP. EQUIPMENT M.E.P. MECH./ELEC./PLUMB. SIM. SIMILAR A.B. ANCHOR BOLT EXIST. EXISTING MECH. MECHANICAL S.O.G. SLAB ON GRADE ANOD. ANODIZED E.J. EXPANSION JOINT M.D.F. MEDIUM DENSITY FIBERBOARD STC. SOUND TRANSMISSION COEFFICIENT ARCH. ARCHITECTURAL EXT. EXTERIOR MTL. METAL SPEC. SPECIFICATION A.D. AREA DRAIN FIN. FINISH MIN. MINIMUM SQ. SQUARE B.U. ROD BACK-UP ROD F.F. FINISH FLOOR MISC. MISCELLANEOUS S.F.E.C. SURFACE MTD. FIRE EXT. CAB. BSMT. BASEMENT F.E.C. FIRE EXTINGUISHER CABINET MOD. MODIFIED S.S. STAINLESS STEEL BM. BEAM F.H.C. FIRE HOSE CABINET M.B. MODIFIED BITUMEN S.P. STAND PIPE B.M. BENCH MARK F.V.C. FIRE VALVE CABINET M.S.L. MEAN SEA LEVEL STD. STANDARD BLKG. BLOCKING FLASH. FLASHING N.A. NOT AVAILABLE STL. STEEL BD. BOARD FLR. FLOOR N/A NOT APPLICABLE STRUC. STRUCTURAL BOT. BOTTOM F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT S.O. STRUCTURAL OPENING BLDG. BUILDING FT. FOOT N.T.S. NOT TO SCALE SYS. SYSTEM B.L. BUILDING LINE F.R.P. FIRE RESISTANT PANELS O.C. ON CENTER THK. THICK B.U.R. BUILT-UP ROOF F.V. FIELD VERIFY OPNG. OPENING T.&G. TONGUE & GROOVE B.G. BUTT GLAZING GALV. GALVANIZED OPP. OPPOSITE T.C. TOP OF CURB BUMPER GUARD G.I. GALVANIZED IRON O.H. OPPOSITE HAND T.O.B. TOP OF BEAM C.I.P. CAST IN PLACE G.L. GRID LINE O.H. OVER HEAD T.O.P. TOP OF PARAPET CLG. CEILING GA. GAUGE O.D. OUTSIDE DIAMETER T.O.S. TOP OF SLAB CEM. CEMENT GEN. GENERAL OVERFLOW DRAIN T.W. TOP OF WALL CTR. CENTER GL. GLASS O.A. OVER ALL T.S. TRANSITION STRIP C.L. CENTER LINE GYP. BD. GYPSUM BOARD PTD. PAINTED T. TREAD CER. CERAMIC HDBD. HARDBOARD PR. PAIR TYP. TYPICAL C.T. CERAMIC TILE HDW, HARDWARE P.LAM. PLASTIC LAMINATE U.N.O. UNLESS NOTED OTHERWISE COL. COLUMN HDWD. HARDWOOD PREFAB. PREFABRICATED U.O.D. UNDERSIDE OF DECK C.R. COLD ROLLED H. HEIGHT P.R.T.D. PRESSURE TREATED U.O.R. UNDERSIDE OF RAMP C. COMPACT PARKING SPACE HT. HEIGHT P.L. PROPERTY LINE V.GR. "V"-GROOVE COMM. COMMUNICATIONS H.P. HIGH POINT PLUMB. PLUMBING VERT. VERTICAL CONC. CONCRETE H.M. HOLLOW METAL PLYWD. PLYWOOD VEST. VESTIBULE C.M.U. CONCRETE MASONRY UNIT HOR. HORIZONTAL PT. POINT V.W.C. VINYL WALL COVERING CONST. CONSTRUCTION H.B. HOSE BIB POL. POLISHED V.C.T. VINYL COMPOSITION TILE CONT. CONTINUOUS HR. HOUR P.C. PRECAST CONCRETE W.S.C.T. WAINSCOT CONTR. CONTRACTOR I.D. INSIDE DIAMETER PORTLAND CEMENT W.P. WATERPROOF (ING) C.J. CONTROL JOINT INSUL. INSULATION RECP. RECEPTACLE WP. WORK POINT COORD. COORDINATE INT. INTERIOR R.F.E.C. RECESSED FIRE EXT. CABINET W.W.M. WELDED WIRE MESH C.G. CORNER GUARD J.T. JOINT R.F.V.C. RECESSED FIRE VALVE CABINET W.F. WIDE FLANGE DECOR. DECORATIVE J.B. JOIST BEARING R.C.P. REFLECTED CEILING PLAN W/ WITH DET. DETAIL K.P. KICK PLATE REF. REFER OR REFERENCE W/0 WITHOUT DIA. DIAMETER KO. KNOCK -OUT REINF. REINFORCING WD• WOOD DIM. DIMENSION LAV. LAVATORY REQ'D. REQUIRED W.W.F. WELDED WIRE FABRIC D.S. DOWN SPOUT LT. LIGHT R. RISER DRG. DRAWING LG. LONG RAD. RADIUS DN. DOWN LOC. LOCATION R.D. ROOF DRAIN EA. EACH LLH. LONG LEG HORIZONTAL RM. ROOM E.W. EACH WAY LLV. LONG LEG VERTICAL R.O. ROUGH OPENING GENERAL NOTES 1. THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN, AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP, SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY OR EXPERIENCE, THEREFORE IT IS A MANDATORY REQUIREMENT OF THIS PROJECT THAT THE PLUMBING, MECH. & ELEC. SUBCONTRACTOR VISIT THE SITE PRIOR TO BIDDING, TO THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE PROPOSED IMPROVEMENTS. NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK REQUIRED THAT COULD HAVE BEEN DETERMINED BY A THOROUGH INSPECTION OF THE WORK AREA AND PROPOSED IMPROVEMENTS. 2 OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 4 SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS. ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY MARKED M, E OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW COMPLETE SETS OF DRAWINGS. 5 THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS 6 ALL WORK SHALL BE PERFORMED IN ACCORDANCE/COMPLIANCE WITH THE LOCAL, STATE, FEDERAL CODES AND ORDINANCES. 7 THESE CONSTRUCTION DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SPRING ENGINEERING, INC. ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY PORTION OF THEM) WITHOUT SEI, INC.'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. g THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE, REVIEW THE CONTRACT DOCUMENTS, PERMIT REQUIREMENTS AND BECOME THOROUGHLY FAMILIAR WITH THE CONDITIONS OF THIS SITE. g THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS: 1.) TRANSITION STRIPS WHERE ALL DISSIMILAR FLOOR FINISHES MEET. 2.) BLOCKING FOR ALL ITEMS TO BE ANCHORED OR SECURED TO WALLS, FLOORS AND CEILINGS. 3.) CONCEAL ALL PIPING IN WALLS, FLOORS, ABOVE CEILINGS, ETC. 10. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. THAT ARE SHOWN AND/OR NOTED ON ANY PLAN, SECTION, DETAIL OR SCHEDULE SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS NOTED OTHERWISE. REFERENCE LEGEND REVISION MARK KEY NOTE DESIGNATION SECTION DETAIL WALL TYPE DESIGNATION INTERIOR ELEV. DESIGNATION FRAME/DOOR DESIGNATION TARGET ELEVATION WINDOW DESIGNATION ,EVISION NUMBER ��) OTE NUMBER r 3 -SECTION NUMBER 200 --_____-SHEET ON WHICH SECTION IS DRAWN 3 DETAIL NUMBER 200 SHEET ON WHICH DETAIL IS DRAWN I" 'NOTE NUMBER VIEW NUMBER/ 3 ELEVATION NUMBER 300 SHEET ON WHICH ELEVATION IS DRAWN *:�--DOOR MARK LEVEL 0'-0" A WINDOW TYPE ORIDA PRODUCT APPROVAL DATA ODUCT CATEGORY SUB CATEGORY MANUFACTURER MODEL APPROVAL NO. REMARKS F TERIOR DOORS SWINGING DOORS CURRIES DIV. OF ADG, INC. 707 FL 16353.2 E CONTRACTOR SHALL SUBMIT MANUFACTURER TEST DATA AND INSTALLATION/ FASTENING REQUIREMENTS TO THE BUILDING DEPARTMENT FOR APPROVAL FABRICATION AND INSTALLATION. SUBMITTALS SHALL INCLUDE, BUT MAY NOT BE LIMITED TO, ALUMINUM EXTERIOR DOORS AND FRAMES. RODUCT APPROVAL REMARKS 1 REFER TO EXTERIOR ELEVATIONS, MECHANICAL SHEETS AND WIND DESIGN DATA IN STRUCTURAL DRAWINGS FOR MORE INFORMATION 2 ALL EXTERIOR HARDWARE SHALL MEET THE WIND LOAD CRITERIA PROVIDED IN THE STRUCTURAL DRAWINGS. REFER TO DOOR HARDWARE SCHEDULE FOR REFERENCE. 3 SEE MANUFACTURER'S INSTALLATION INSTRUCTION FOR REQUIRED HARDWARE Project Summary PHARMACY REMODEL, ZEPHYRHILLS, PASCO COUNTY, FLORIDA LEGAL JURISDICTION: PASCO COUNTY, FLORIDA APPLICABLE CODES: BUILDING CODE: FLORIDA BUILDING CODE 7TH EDITION - BUILDING FLORIDA BUILDING CODE 7TH EDITION - EXISTING BUILDING PLUMBING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - PLUMBING ELECTRICAL CODE: NFPA 70, 2017 EDITION, "NATIONAL ELECTRICAL CODE" MECHANICAL CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - MECHANICAL LIFE SAFETY CODE: NFPA 101 - 2018 EDITION FIRE CODE: ACCESSIBILITY CODE: FLORIDA FIRE PREVENTION CODE 7TH EDITION NFPA 1, 2018 EDITION, "FIRE CODE" NFPA 72, 2016 EDITION " NATIONAL FIRE ALARM CODE" 2020 FLORIDA BUILDING CODE 7TH EDITION -ACCESSIBILITY ADAAG ENERGY CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION - ENERGY CONSERVATION BUILDING INFORMATION: CONSTRUCTION TYPE: TYPE II, B - REMODEL - NON-SPRINKLERED OCCUPANCY CLASSIFICATION: (PER 2020 FBC 7th ED.) GROUP B (BUSINESS) (PER NFPA 101) BUSINESS INTERIOR FLAME SPREAD FBC TABLE 803.11 INTERIOR FINISH CLASS NFPA 101 BUSINESS -CLASS B MIN. BUSINESS -CLASS B MIN. BUILDING AREAS FBC B -OCC NFPA 101 TOTAL AREA 534 SF 534 SF 534 SF TOTAL OCCUPANCY (PERSONS) FBC 534 /150 = 4 4 OCCUPANTS TOTAL OCCUPANCY (PERSONS) NFPA 534 /100 = 6 6 OCCUPANTS TOTAL OCCUPANTS PER NFPA EQUALS 60CCUPANTS ALLOWABLE AREA (FBC TABLE 506.2): GROUP B (BUSINESS) 23,000 SF FIRE RATING OF BUILDING ELEMENTS (FBC TABLE 601): (TYPE II, B CONSTRUCTION) PRIMARY STRUCTURAL FRAME 0-HOUR BEARING WALLS (EXTERIOR) 0-HOUR BEARING WALLS (INTERIOR) 0 - HOUR NON -BEARING WALLS AND PARTITIONS (EXTERIOR) 0-HOUR NON -BEARING WALLS AND PARTITIONS (INTERIOR) 0-HOUR FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0-HOUR ROOF CONSTRUCTION AND SECONDARY MEMBERS 0-HOUR FIRE RATING OF EXIT ACCESS CORRIDORS (FBC TABLE 1020.1 - NON-SPRINKLERED) B: EXISTING 1 HOUR RATED CORRIDORS DRAWING INDEX AND ISSUE LOG 0 H W Z O O SHEET SHEET NAME u- A001 COVER SHEET X A002 PROJECT SUMMARY X A003 LIFE SAFETY PLAN X A051 DEMOLITION PLAN AND NOTES A101 IMPROVEMENT PLAN X A301 FINISH PLAN & SCHEDULE X A401 REFLECTED CEILING PLAN X A601 DOOR, WINDOW & WALL TYPES X A701 MILLWORK SECTIONS AND DETAILS X E001 I ELECTRICAL PLANS X THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN[ PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CHECKED BY: Checker JOB NO. 2022-16 SHEET NO. A002 N 00 I r-r- f1 A r-r-T%/ r% A A I r-P-tr-L Ir% LIrC J/`%r C I I rLtl%IN L1=VCIVV PATH OF TRAVEL IDENTIFICATION 2 F Z 7 ti 66 N 66 N N O N ti O 1 Level 1 -Life Safet 3/8 - 1 -0 X CPT- - - - INDICATES COMMON PATH TRAVEL DISTANCE X TD = EXIT WIDTH OF TYPICAL DOOR OPENING INDICATES,TRAVEL PATH DISTANCE TO THE NEAREST E EXIT EXIT SIGNAGE - REFER ALSO TO LIGHTING PLANS. RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 15 2A:10BC DRY CHEMICAL) FIRE EXTINGUISHER MOUNTED FEC T-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL-C-2409-R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. CABINET TO BE WHITE. SEE DETAIL ON THIS SHEET. NON RATED PARTITION WALL ELECTRICALLY POWERED, SELF -LUMINOUS AND PHOTOLUMINESCENT EXIT SIGN LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND 2020 FBC CHAPTER 27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. REFER TO ELECTRICAL DRAWINGS FOR SPEC. OCCUPANT LEGEND B- BUSINESS THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z 0 a U U w 0 ui H Q 0 W 1 JOB NO. 2022-16 SHEET NO. A003 � J DEMOLITION GENERAL NOTES NEW EXTERIOR DOOR VIEW OF WAITING FROM LOBBY AN O cM N 66 N N O N ti OO) EXISTING HIGH WINDOW TO BE COVERED OVER 1. DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A DETAILED WRITTEN DEMOLITION PLAN INCLUDING BUT NOT LIMITED TO EQUIPMENT BEING USED, METHOD OF DEMOLITION, SEQUENCING OF DEMOLITION AND TEMPORARY SHORING IF NECESSARY FOR REVIEW PRIOR TO COMMENCING ANY DEMOLITION ACTIVITIES. 2. ITEMS TO BE DEMOLISHED AS INDICATED ON THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL SCOPE OF THE DEMOLITION SCOPE. 3. THE DRAWINGS DO NOT REPRESENT IN DETAIL ALL ITEMS OR SITUATIONS MAY BE ENCOUNTERED DURING DEMOLITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, PROTECT AND MAKE CORRECTIONS F.S REQUIRED TO ACHIEVE THE DRAWING INTENT. 4. THE CONTRACTOR SHALL FIELD VERIFY EXACT QUANTITIES OF ALL ITEMS TO BE REMOVED. 5. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS ON A DAILY BASES. 6. PROVIDE TEMPORARY BARRIERS AS REQUIRED TO PREVENT THE INFILTRATION OF PRECIPITATION, WIND OR DUST TO THE INTERIOR OF THE STRUCTURE TO REMAIN. Level 1 - Demo Plan 3/8 - 11-011 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONSTRUCTION DISTURBED BY THE WORK. 8. THE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF DEMOLITION WHICH MAY DISTURB EXISTING STRUCTURES. TEMPORARY SHORING, BARRICADES, DUST PARTITIONS, ETC. SHALL BE PROVIDED AS REQUIRED TO PROTECT ALL EXISTING STRUCTURES AND PROPERTY. 9. ALL DEBRIS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. 10. ALL UTILITY ITEMS TO BE REMOVED SHALL BE COORDINATED WITH PROPER UTILITY COMPANIES. 11. THE CONTRACTOR SHALL DISCONNECT UTILITY CONNECTIONS FOR EQUIPMENT SCHEDULED TO BE REMOVED. 12. VERIFY LOCATION OF EXISTING LINTELS AND SHORE UP ROOF/ WALLS AS REQUIRED BEFORE REMOVING WALL. 13. VERIFY LOCATION OF EXISTING ELECTRICAL, PLUMBING AND ALL MECHANICAL DUCT WORK. REMOVE LINES NOT TO BE RE -USED. CAP PLUMBING LINES AS REQUIRED. COVER OVER GLASS BLOCK 14. REMOVE TO SOURCE SHALL BE ABANDONED COMMUNICATION CABLES (DATA, TELEPHONE, FIRE ALARM AND AUDIO/ VIDEO CABLES) IF NOT TAGGED FOR FUTURE USE. 15. EXISTING PIPES NOT INDICATED ON DRAWINGS (STEAM, WATER, DRAINAGE, GAS, VENT, PIPE, STACKS, ETC.) WHICH ARE TO BE REMOVED DURING DEMOLITION MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND VERIFIED BY THE CONTRACTOR AS PER THEIR USE. 16. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED AND/ OR ABANDONED HAVE BEEN DISCONNECTED. 17. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PROVIDERS. 18. RESTORE ALL IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO THE OWNER. 19. SPRINKLE DEBRIS WITH WATER AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING OR CONTAMINATED RUN-OFF. 20. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. 21. PROVIDE AND MAIN MAINTAIN BARRICADES, LIGHTING AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. 22. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 23. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 24. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 25. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO EPA STANDARDS PRIOR TO DEMOLITION. V V V L_ I X V V L_ I X V V Li L tJ t/ 1 x ELEVATION SECTION 26. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. VERIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCS. 27. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED. 28. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE CONSTRUCTION DOCUMENTS. SHALL BE REMOVED. RELOCATED OR CAPPED FLUSH IN CEILING WALL OR WALL AS REQUIRED. 29. ALL ITEMS TO BE REMOVED ARE THE PROPERTY OF THE OWNER AND THEREFORE ANY AND ALL ITEMS TO BE REMOVED NEED TO BE VERIFIED WITH THE OWNER PRIOR TO REMOVAL FROM THE SITE FOR DISPOSAL. KEY NOTES D1 REMOVE EXISTING PORTION OF WALL AND ALL COMPONENTS TO MAKE NEW OPENING. D3 REMOVE EXISTING WINDOW, FRAME AND RELATED HARDWARE. D4 REMOVE EXISTING CORNER CABINET. SALVAGE EXISTING SINK AND PLUMBING. INSTALL SINK IN NEW CABINET. D11 REMOVE EXISTING DOOR AND FRAME. PERIMETER STEEL GALVANIZED L3x2x1/4" FRAME BOLTED TO EXISTING MASONRY BORDER AT 16" O.C. EXISTING MASONRY BORDER 7/8" PAINTED/ TEXTURED PORTLAND CEMENT PLASTER (ASTM C926) ON WRB ON PAPER -BACK MTL. LATH ON 3/4" EXTERIOR PLYWOOD ON GALVANIZED 7/8" HAT CHANNELS AT 16" ON CENTER FASTENED TO PERIMETER STEEL L3x2x1/4" FRAME BOLTED TO EXISTING MASONRY BORDER T �16"O,C., MAT�HFI�LDCLORXIS NG R G E CONCEALED. EXISTING MASONRY BORDER 2)jj�Fj���EDGE SECTION &ELEVATION NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z 0 H a 0 cn w 0 Q 0 w z 0 n ry 0 U) w 0 3 a� m m E a� NW r {- M Q O r W CHECKED BY: Checker JOB NO. 2022-16 SHEET NO. A051 KEY NOTES FP11 FURNITURE/EQIPMENT BY OWNER. ral (D M 66 N M N N O N 0) z Level 1 - I m rovement 3ff /8 — 1 -0 FP51 FREE STANDING FIXED SHELVING SYSTEM BY OWNER. FP52 6' HIGH WALL STORAGE SYSTEM BY OWNER. FP53 SLIDING HIGH STORAGE SYSTEM ON TRACKS TO MOVE HORIZONTALLY IN FRONT OF WALL UNITS - BY OWNER. FP54 INFILL WALL TO MATCH EXISTING ADJACENT WALL. FP55 PROVIDE WIRE MESH REINFORCED 4" THICK 3'x 5' CONCRETE SLAB ON COMPACTED FILL SLOPED FROM FLOOR LEVEL TO EXISTING CONCRETE WALK. HVAC NOTE: ALL EXISTING HVAC AIR DEVICES SHALL REMAIN, TYPICAL PLUMBING NOTES: ALL DEMOLITION/NEW WORK SHALL BE PERFORMED IN WALLS WITH NO CUTTING OF SLAB. PIPING, CONNECTIONS, SLOPE, ROUTING ETC. SHALL ALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE PLUMBING CODES PLUMBING SCOPE OF WORK SHALL BE AS FOLLOWS: 1. CUT BACK AND EXISTING DOMESTIC HOT AND COLD WATER SUPPLY PIPING AS REQUIRED. PROVIDE NEW DOMESTIC HOT AND COLD WATER PIPING FROM DISCONNECT POINT TO SERVE SINK IN NEW LOCATION DURING NEW WORK SCOPE. FIELD VERIFY PIPE SIZES, '/"0 ASSUMED 2. CUT BACK EXISTING 11/" 0/2" 0 FIXTURE TRAP AS REQUIRED. CONNECT NEW 11/"0 FIXTURE TRAP FROM RELOCATED SINK TO EXISTING 2"0 FIXTURE BRANCH TO PROVIDE SANITARY DRAIN. 3. CUT BACK EXISTING 1 %" 0 VENT PIPING AS REQUIRED. ROUTE AND CONNECT NEW 1 %" 0 VENT PIPING FROM RELOCATED SINK TO EXISTING 1'/"0 VENT PIPING. NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z 0 a U U) w 0 w 0 w 0 a a� U w o o> N � C � EL O E cn N N uJ H M M Q o 00 N ui JOB NO. 2022-16 SHEET NO. Al 01 z 7 N IT 66 N M N N O N I` O Level 1 - Finish Floor Plan 3/8 - 1 -0 INTERIOR FINISH SCHEDULE PAINT CODE DESCRIPTION MANUFACTURER PRODUCT COLOR LOCATION NOTE FINISH/ PROFILE CONTACT PNT-1 INTERIOR PAINT PPG TO MATCH EXISTING TO MATCH EXISTING ALL WAITING ROOM AND PHARMACY WALLS ARE TO BE PAINTED. TO MATCH EXISTING 1.800.441.9695 LUXURY VINYL TILE CODE DESCRIPTION MANUFACTURER PRODUCT COLOR LOCATION NOTE FINISH/ PROFILE CONTACT LVT-1 LUXURY VINYL TILE SHAW CONTRACT LUXURY VINYL TILE TO MATCH EXISTING TO MATCH EXISTING PHARMACY WAITING ROOM PATTERN TO MATCH EXISTING SHAW CONTACT: JON MCENTYRE 770-878-0489 RESILIENT BASE CODE DESCRIPTION MANUFACTURER PRODUCT COLOR LOCATION NOTE FINISH/ PROFILE CONTACT RB-1 RUBBER WALL BASE JOHNSONITE TO MATCH EXISTING 47 BROWN 4" High TO MATCH EXISTING 1.800.899.8916 CEILING TILE CODE DESCRIPTION MANUFACTURER PRODUCT COLOR LOCATION NOTE FINISH/ PROFILE CONTACT ACT-1 SUSPENDED ACOUSTICAL CEILING TILE ARMSTRONG TO MATCH EXISTING TO MATCH EXISTING THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z O a w U) w 0 w Q 0 W Of z O a O 0 w 0 y m E 04 N W � M Q H c O �- W d' CHECKED BY: Checker JOB NO. 2022-16 SHEET NO. A301 GENERAL NOTES THIS PLAN IS FOR CLARIFICATION OF SCOPE AND FIXTURE LOCATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT/ LIGHT FIXTURE TYPES. REFER TO LIFE SAFETY PLAN FOR LOCATION OF EXIT LIGHTING. 2. PATCH AND REPAIR CEILING AS REQUIRED. z IFO 00 66 C\I &i CV C\I C--) Q ti Level 1 - Reflected Ceiling Plan 3/8" = 1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. JOB NO. 2022-16 SHEET NO. A401 4 z 0 a U U) w 0 w Q 0 w z 0 a- U w 0 ) a> Cu a� I c N w � H co Q O w � W W' r i 1 L0 00 N (i N N O N EXISTING LIGHTING COVE PROVIDE TWO (2) STEEL LINTELS WITH BACK-TO-BACK 3"x3"x5/16"x 3'-4" ANGLES WELDED TO A STEEL 1/4"x11"x 3'-4" PLATE. (ONE LINTEL FOR EACH PASS - THROUGH WINDOW. FIELD VERIFY CONDITION AND REPORT TO ARCHITECT ANY DISCREPANCIES. ROLLING COUNTER SECURITY DOOR FINISH JAMB OF OPENING. MATCH EXISTING ADJACENT FINISH. SOLID SURFACE COUNTER 1" 1'- 0 3/4" 4" 2'- 0" 4 PASS�THRU LINTEL 1 -1-0 1'- 8 1/4" 0 T 4I co 3/4" PLYWD. W/ PLASTIC LAMINATE 6" SURFACE ALL SIDES OF SUPPORT BRACT EXPOSED TO VIEW, 4'-0" O.C. J\ Level � 0'-0" z 0 a U w 0 w 0 w z 0 a iv U Aw > Q a� 3 o •� C o a E a) N N w M M Q OD ) 0 0 N — LL1 PAINT TO MATCH EXISTING FINISH. DESCRIPTION: METAL STUDS (SEE BELOW FOR SIZE) WITH 1 LAYER 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE G2S - 2 1/2" METAL STUDS G3S - 3 5/8" METAL STUDS G6S - 6" METAL STUDS G8S - 8" METAL STUDS STRUCTURE ABOVE CEILING LINE - REFER TO REFLECTED CEILING PLAN SOUND ATTENUATION BATT INSULATION METAL STUDS SPACED @ 16" O.C. 5/8" TYPE "X" GYPSUM BOARD PAINT AS SCHEDULED BASE AS SCHEDULED - REFER TO FINISH SCHEDULE FLOOR FINISH - SEE FINISH PLANS CMU - W/ #5 REINFORCEMENT AND FILL SOLID W/ GROUT PROVIDE CONT. SEALANT AND BACKER ROD AS REQ'D. HM DOOR & FRAME, REFER TO DOOR SCHEDULE DETAIL AT HM DOOR JAMB CMU 3" = 1'-0" PROVIDE TILE BACKER BOARD AT WET WALL LOCATIONS TO RECEIVE TILE. 4"x4"x4'-0" STEEL ANGLE SUPPORTING EXISTING PROVIDE TILE BACKER BOARD AT WET WALL LOCATIONS TO RECEIVE TILE. F1S -1 1/2" METAL STUDS F2S - 2 1/2" METAL STUDS F3S - 3 5/8" METAL STUDS F6S - 6" METAL STUDS F8S - 8" METAL STUDS STRUCTURE ABOVE BATT INSULATION — CEILING LINE - REFER TO REFLECTED CEILING PLAN METAL STUDS SPACED @ 16" O.C. 5/8" GYPSUM BOARD PAINTED AS SCHEDULED BASE AS SCHEDULED - REFER TO FINISH SCHEDULE FLOOR FINISH - SEE FINISH PLANS PROVIDE 2x4 BLOCKING BETWEEN STUDS AS REQUIRED. a � x a:. o PRECAST CMU LINTEL - REINFORCE AND FILL SOLID W/ GROUT BRICK OVER NEW DOOR H.M. DOOR & FRAME, OPENING REFER TO DOOR SCHEDULE PAINT TO MATCH EXISTING COLOR DETAIL AT HM DOOR HEAD (CMU 3" = 1'-0" DOOR, FRAME, & HARDWARE SCHEDUL MARK DOOR FRAME HDW SE FIRE RATING COMMENTS/ REMARKS WIDTH HEIGHT MATERIAL ELEV. MATERIAL ELEV. 100 T - 0" 6'- 8" HM A HM 1 02 20 MIN 101 3'-8" T-0" HM A HM 2 01 DOOR HARDWARE GRO Hardware Group No. 1 (EXTERIOR) A Qty Description Catalog Number Finish Mfr 4 EA HINGE 3CB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70PD SPA 626 SCH 1 EA SURFACE CLOSER 1461 TBSRT 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA RAIN DRIP 142AA AA ZER 3 EA SILENCER SR64 GRY IVE 1 EA THRESHOLD 65A-223 A ZER Hardware Group No. 2 (INTERIOR) Qty Description Catalog Number Finish Mfr 3 EA HINGE 3CB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70PD SPA 626 SCH 1 EA • SURFACE CLOSER 1461 TBSRT 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GRY IVE SEE SCHED. / / o / w / U U) Lu \ w \ U) ELEV 'A' DOOR TYPES 1/4" = 1'-0" REFER TO PLANS FOR WALL TYPES METAL STUD BOX FRAME AT HEAD DOUBLE STUD AT JAMB PROVIDE CONT. SEALANT AND BACKER ROD AS REQ'D. FLUSH DOOR, REFER TO DOOR SCHEDULE DETAIL AT HM DOOR HEAD (HM FRAME 3" = 1'-0" 0 2" 2" v� 0 ti ELEV '1' ELEV '2' FRAME TYPES 1/4" = 1'-0" SECTION A SECTION B SECTION- PHARMACY (ROOM 100 1 "= 1'-0" Is O N M N N O N ti 6) SECTION C ELEVATION - PHARMACY (ROOM 100 1 /2" = 1'-0" ALTERNATE NO. 1 PROVIDE PLASTIC LAMINATE COUNTERTOPS IN LIEU OF SOLID SURFACE - COLOR TO BE DETERMINED. 0 N i SECTION A SECTION B SECTION- PHARMACY- (ROOM 100' ill = 1'-011 -GENERAL NOTES - X XX-X REFER TO SHEET A104 FOR FINISHES. 1. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF MILLWORK. 3. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK IS PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 4. ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED W/ PLASTIC LAMINATE PER FIN. SCHEDULE. 5. ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. MILLWORK KEYNOTE Cl:) 3/4" PLYWD. W/ PLASTIC LAMINATE SURFACE. O 3/4" BACKSPLASH SAME FINISH AS ADJOINING COUNTERTOP. 0 4" O.C. SATIN ALUMINUM FINISH WIRE PULL. ® PLASTIC LAMINATE FINISHED CABINET. 05 WHITE MELAMINE FINISH. © ADJUSTABLE SHELVES, PROVIDE SHELF SUPPORT CLIPS. 07 1X WOOD BLOCKING AS REQUIRED. ® 2X WOOD BLOCKING AS REQUIRED. 09 PLUMBING FIXTURE, REFER TO PLUMBING PLANS. 10 POWER OUTLET (REFER ALSO TO ELEC. DWGS.). C11D SOLID SURFACE COUNTER/ BACKSPLASH TO MATCH EXISTING. 12 BASE (REFER TO FINISH SCHEDULE). 13 PLASTIC LAMINATE BACK W/ SLATS. PROVIDE METAL SHELF SUPPORTS. 14 3/4" PLYWD. W/ PLASTIC LAMINATE SURFACE ALL SIDES OF SUPPORT BRACKET EXPOSED TO VIEW. 15 SLIDE OUT DRAWERS W/ SOFT CLOSE KIT. 16 PROVIDE BEVELED OPENING W/ RACK SUPPORT AT REAR OF DOOR - REFER TO MILLWORK SECTIONS. 17 PROVIDE SLOT FOR DISPENSER OF GLOVES/ PAPER TOWELS. 18 SOAP DISPENSER EQUAL TO PROVON ADX HYGIENE SERIES. 19 EQUIPMENT BY OWNER - G.C. TO COORDINATE W/ ELECTRICAL PLUMBING DRAWINGS. 20 RED PLEXIGLASS MATERIAL. 21 BLUE PLEXIGLASS MATERIAL. 22 BD RECYKLEEN CABINET, BY OWNER. 23 PROVIDE 6" DIAM OPENING W/ BOBRICK B-529 FOR THRU-COUNTER TRASH HOLE. PROVIDE 4" DIAM AT DENTAL LAB RM. 118. 24 ROLL -OUT BASE CABINET ON CASTERS W/ LOCKS. 25 CABINET MOUNTED MICROWAVE, BY OWNER. 26 3/4" PLYWD. VALENCE LAMINATE W/ CONCEALED LIGHT FIXTURE. 27 PROVIDE HARDWARE SET NO. 11 W/ (2) HINGES - SEE SHEET A850. 28 AIR SUPPLY LINE - REFER TO PLUMBING DWGS. 29 WATER SUPPLY LINE - REFER TO PLUMBING DWGS. 30 CLEAR GLASS SLIDING DOORS -1/4" THICK (TEMPERED) W/ LOCK c C� r T ELEVATION - PHARMACY (ROOM 100 1 /2" = 1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. JOB NO. 2022-16 SHEET NO. A701 Oft so N 0 T_ O T T N N O N 00 Notes: Branch Panel: C Location: Supply From: Mounting: Recessed Enclosure: Type 1 Volts: 120/240 Single Phases: 1 Wires: 3 A.I.C. Rating: 10,000 Mains Type: MLO Mains Rating: 150 A MCB Rating: 150 A CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT 1 EX CKT 20 A 1 0 VA 0 VA 1 20 A EX CKT 2 3 EX CKT 20 A 1 0 VA 0 VA 1 20 A EX CKT 4 5 EX CKT 20 A 1 0 VA ' 0 VA 1 20 A EX CKT 6 7 EXISTING RECEPTACLES 20 A 1 1080 VA ' 0 VA 1 20 A EX CKT 8 9 EX CKT 20 A 1 0 VA 0 VA 1 20 A EX CKT 10 11 EXIST HVAC CKT 45 A 2 0 VA 0 VA 2 30 A EXIST WH 12 13 -- -- -- 0 VA 0 VA -- -- -- 14 15 EX CKT 20 A 1 0 VA 800 VA 1 20 A REFRIGERATOR 16 17 EXIST CONF ROOM LTG CKT 20 A 1 800 VA 600 VA 1 20 A PHARMACY UC REF 18 19 PHARMACY RECEP 20 A 1 360 VA 540 VA 1 20 A PHARMACY RECEP 20 21 PHARMACY RECEP 20 A 1 720 VA 900 VA 1 1 20 A I PHARMACY RECEP 22 23 PHARMACY RECEP 20 A 1 1 1720 VA 0 VA -- -- Space 24 Total Load: Total Amps: 2990 VA 25 A 3500 VA 29 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Receptacle 4320 VA 100.00% 4320 VA Power 1400 VA 100.00% 1400 VA Total Conn. Load: 6485 VA Lighting 800 VA 125.00% 1000 VA Total Est. Demand: 6677 VA Total Conn.: 27 A Total Est. Demand: 28 A Notes: PROVIDE ADDITIONAL BRANCH CIRCUIT BREAKERS TO MATCH EXISTING FOR CIRCUITS 16, 18, 19, 20, 21, 22 AND 23. YWAP f ELECTRICAL PLAN 1 /4" = 1 '-0" C-23 LC �m � ` C-22(D PULI MIDC no I n\A/ Wnl TA(-C CAB REC TYPICAL FOR FLOOR PLAN DESIGNATION LOW VOLTAGE BACKBOX AND RACEWAY DETAIL 1211 = 1'-0" rl rP1Tr11/'1 A 1 IZr\/A 1/1Tre1 - C L_ C V I rl I V t_% L_ r\ IE= T I V lJ I C J OEXISTING PANEL. PROVIDE ADDITIONAL 20A/1 P CIRCUIT BREAKERS TO MATCH EXISTING. OEXISTING RECEPTACLE TO REMAIN. OMAINTAIN AND RELOCATE EXISTING LIGHTING CONTROLS. - r vvv L__n SINGLE RECEPTACLE DUPLEX RECEPTACLE n DUPLEX RECEPTACLE -GFCI DUPLEX RECEPTACLE - GFCI W/ WEATHERPROOF IN USE COVER 0 D� DUPLEX RECEPTACLE - ABOVE SHOW WINDOW DOUBLE DUPLEX RECEPTACLE n DOUBLE DUPLEX RECEPTACLE - GFCI DOUBLE DUPLEX RECEPTACLE FLOOR BOX DUPLEX RECEPTACLE FLOOR BOX C DUPLEX RECEPTACLE CEILING MOUNTED aDATA OUTLET FZ)] DATA OUTLET- FLOOR BOX $ LV LOW VOLTAGE DIGITAL DIMMING SWITCH $ OS WALL BOX LINE VOLTAGE OCC SENSOR DIMMING SWITCH $ M(P) FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER WITH OVERLOADS FOR MOTOR ("P" INDICATES PILOT LIGHT) OS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR OS WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR DISCONNECT SWITCH - NONFUSED DISCONNECT SWITCH - FUSED MOTOR STARTER - COMBINATION TYPE C/B WITH CIRCUIT SIZE AND BREAKER, F = FUSED SWITCH, NF = NONFUSED No. OF DISCONNECT SWITCH POLES B ENCLOSED CIRCUIT BREAKER TYPE DISCONNECT SWITCH INDICATED ON PLANS Z (P) MANUAL MOTOR STARTER (1 HP AND ABOVE) ("P" INDICATES PILOT LIGHT) MAGNETIC CONTACTOR OR MOTOR STARTER WAPaWIRELESS ACCESS POINT DATA OUTLET aDATA OUTLET WITH TWO CABLING DROPS TV TELEVISION OUTLET (CATV, MATV, SATV) AS INDICATED PUSH-BUTTON STATION SINGLE WM SURFACE MOUNTED RACEWAY -WI REMOLD OR EQUAL CONDUIT HOMERUN ARROW INDICATES CONDUIT AND WIRE TO BE RUN TO PANEL AS INDICATED (AMOUNT OF ARROWHEADS = AMOUNT OF CIRCUITS) PE PHOTO ELECTRIC CELL SPECIAL RECEPTACLE- TYPE AS NOTED JUNCTION BOX - SIZE AS REQUIRED T❑ TRANSFORMER - SIZE AS INDICATED ON PLAN TC TIME CLOCK MOUNTING HEIGHTS 1. ALL MOUNTING HEIGHTS LIST ARE TO CENTER OF DEVICE UNLESS OTHERWISE NOTED AND MUST CONFORM TO ADA, NFPA, ANSI 117.1 REQUIREMENTS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY FINAL LOCATION OF ALL DEVICES WITH ARCHITECT AND/OR INTERIOR DESIGNER. 3. WHERE DEVICES FALL ON TWO SURFACE FINISHES, RAISE THE DEVICE TO BE ON A SINGLE FINISH. COORDINATE WITH ARCHITECT. FIRE ALARM GONG AND BELL 6-8" MAX. HT. OR 6" BELOW CLG. WHICHEVER (WALL MOUNTED) IS LOWER FIRE ALARM STROBE LIGHT & SIGNALING ENTIRE LENS IS NOT LESS THAN 80" AND DEVICES NOT GREATER 96" AFF. WHERE LOW (WALL MOUNTED) CEILINGS DO NOT PERMIT MOUNTING AT MIN. 80", DEVICE SHALL BE MOUNTED WITHIN 6" OF THE CEILING. TOP OF LIGHTING AND/OR POWER PANELS IN COMMON BUILDING SPACES TOP OF 6'- 2" AFF TELEPHONE CABIN ET(MAXIMLIM) TOP OF LIGHTING AND/OR POWER PANELS 4'- 6" AFF TO HIGHEST OPERABLE DEVICE IN LIVING UNITS LIGHTING SWITCH 46" AFF TO CENTERLINE TOP OF BACK MOUNTED EXIT FIXTURE 12" BELOW FINISHED CEILING TO CENTERLINE (NOT LOCATED ABOVE DOORS) TOP OF SAFETY DISCONNECT SWITCH, 6'- 0" MAXIMUM AFF CONTACTORS, MAGNETIC MOTOR STARTERS ++' 6" BELOW FINISHED CEILING +' 4'- 0" AFF OR 6" ABOVE COUNTER BELOW COUNTER MANUAL CONTROL DEVICES, T- 6" AFF FIRE ALARM PULL STATION, FIRE PHONE JACKS RECEPTACLES, TELEPHONE OUTLETS (DESK) 1'- 6" AFF COMPUTER OUTLETS TELEVISION OUTLETS REFER TO ARCHITECTURAL DRAWINGS FINISHED FLOOR ELEV. (BASE) - 0' - 0" - ELECTRICAL GENERAL NOTES 1. DO NOT SCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LOCAL AHJ, 2017 NATIONAL ELECTRICAL CODE (NEC), 2020 FLORIDA BUILDING CODE (FBC) 7TH EDITION, AND ALL OTHER APPLICABLE BUILDING CODES. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED BY DIV. 15 OR OWNER. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON -FUSED DISCONNECT IS NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES AND/OR MOTION SENSORS IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURE(S) IN EACH OFFICE/AREA. 8. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9. PROVIDE EXIT SIGNAGE AT ALL EXITS AND EGRESS PATHS AS REQUIRED OR AS SHOWN ON LIFE SAFETY PLANS. 10. ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE RECEPTACLES. 11. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 12. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 13. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 14. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK. WIRE TYPE THHN/THWN, MINIMUM SIZE #12. 15. USE No. 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. (MAXIMUM 3 % VOLTAGE DROP) 16. USE CONDUCTOR NOT SMALLER THAN NO. 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. (MAXIMUM 3 % VOLTAGE DROP) 17. USE NO. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, OR LARGER IF NOTED. (MAXIMUM 3 % VOLTAGE DROP) 18. ALL SITE LIGHTING POLES AND POLE BASES SHALL BE CAPABLE OF SUPPORTING THE ENTIRE WEIGHT AND WIND LOADS OF THE ENTIRE LIGHTING SYSTEM. SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS USED. DRAWINGS MUST BE SIGNED AND SEALED BY FLORIDA REGISTERED STRUCTURAL ENGINEER AND SUBMITTED TO THE LOCAL AHJ FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION AS A REVISION TO THE PERMIT. 19. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS, MOTION SENSORS AND ANY LOCAL SWITCHES. 20. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES / CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS. 21. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 46" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 22. NO MORE THAN THREE CURRENT CARRYING CONDUCTORS SHALL BE COMBINED IN ANY RACEWAY LION. 23. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS. 24. LIGHTING SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 25. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE CONSISTENT PATTERN DIRECTION BY CONTRACTOR. 26. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 27. PROVIDE EMERGENCY BATTERY PACK FOR LUMINAIRES DESIGNATED AS EMERGENCY. CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 28. PROVIDE GROUND FAULT INTERRUPTER FOR ALL 125 VOLT, 15 & 20 AMP RECEPTACLES WITHIN T-0" OF A SINK, AND IN THE SERVICE GARAGE AREAS PER NEC 511. 29. ALL RECESSED LIGHTS IN INSULATED AREAS SHALL BE I.C. RATED. 30. ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN UNLESS OTHERWISE NOTED. 31. ALL LIGHTING SHALL BE LED, 0-10V DIMMABLE, UON. ALL LIGHTING SHALL BE DIMMABLE. 32. FRONT OF HOUSE WIRING DEVICES SHALL BE LEVITON DECORA, WHITE OR BLACK TO MATCH ADJACENT WALL, WITH WHITE OR BLACK SCREWLESS FACEPLATES TO MATCH ADJACENT WALL, OR PRE -APPROVED EQUAL. 33. BACK OF HOUSE WIRING DEVICES SHALL BE LEVITON, SPECIFICATION GRADE. 34. GFCI TYPE RECEPTACLES SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION PER NEC 210.8. PROVIDE GFCI TYPE CIRCUIT BREAKERS WHERE GFCI TYPE RECEPTACLES ARE NOT READILY ACCESSIBLE. 35. EMERGENCY LIGHTING SHALL BE PROVIDED BY U.L. LISTED BATTERY BACKUP EMERGENCY BALLASTS THAT PROVIDE A MINIMUM OF 90 MINUTES BACKUP POWER IN ACCORDANCE WITH FFPC 101:36.2.9. - NEC ARTICLE 517 COMPLIANCE 1. TYPE HCF MC CABLE SHALL BE USED IN ALL PATIENT CARE AREAS. 2. PROVIDE HOSPITAL GRADE TAMPER PROOF RECEPTACLES IN ALL PATIENT CARE AREAS. 3. ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS SHALL BE PROVIDED WITH AN EFFECTIVE GROUND FAULT CURRENT PATH PER NEC 517.13(A)(B). COMPLETION REQUIREMENTS CONTRACTOR SHALL SUBMIT TO THE BUILDING OWNER RECORD DRAWINGS OF THE ACTUAL INSTALLATION WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE. RECORD DRAWINGS SHALL INCLUDE: 1). A SINGLE LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2). FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. CONTRACTOR SHALL SUBMIT AN OPERATION AND MAINTENANCE MANUAL TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1). SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIIPMENT REQUIRING MAINTENNANCE; 2). OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS CLEARLY IDENTIFIED; 3). NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. CONTRACTOR SHALL SUBMIT TO THE BUILDING OWNER DOCUMENTS CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS HAVE BEEN INSTALLED IN ACCORDANCE WITH THESE DRAWINGS AND MEET DOCUMENTED PERFORMANCE CRITERIA OF 2020 FBC ENERGY CONSERVATION CODE, SECTION C405, WITHIN 90 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. PRIOR TO PASSING FINAL INSPECTION, THE REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROLS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE WITH SECTION C408.3.1.1 AND C408.1.2 FOR THE APPLICABLE CONTROL TYPE. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FOR CONSTRUCTION ISSUE DATE: 06.24.2022 z O a- U W w 0 w 0 w M � � • � �CEN No.60205 = itally signed by Carlos ail s J&c=US, e0kiwimiral Pq' d 'sxislnc'4ORIVP. r-A'0141 8 E 7E8os M Orama Date: 2022.10.05 10:22:48 -04'0(' W �aJ w LU0 F_ U)� Q W Cc W _ U co LU Q LU _ It _ Q COI am Oa V LU CONTRACT DATE: t W q E z ZZ l Rz z Lil LL,w Z a� -A s� 0 0 z (D (D _j �z 0 ELECTRICAL PLANS DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker JOB NO. 2022-16 SHEET NO. E001