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Home My WebLink About1401 W Seminole Blvd (a)Central Florida Regional Hospita 1st Floor L U & D Nu rse's Station Renovat at 401 West Seminole Boulevard Sanford, Florida 32771 N = WORK I on SYMBOL LEGEND SYMBOL DESCRIPTION ROOM NAME 1 ROOM TAG - INDICATES ROOM NAME, ROOM ROOM NAME 2 NUMBER (FIRST DIGIT INDICATES FLOOR LEVEL. 000) REMAINING DIGITS INDICATE ROOM NUMBER 01 N.S.F. THRU 99) AND NET SQUARE FOOTAGE (N.S.F.) AD2.2 DOOR NUMBER TAG - FIRST DIGIT INDICATES 0000 FLOOR LEVEL. MIDDLE DIGITS INDICATE ROOM 2ND FLOOR DEMOLITION FLOOR PLANS & DEMO NOTES NUMBER 01 THRU 999. LAST DIGIT INDICATES A1.1 NUMBER OF DOORS IN THE ROOM A, B, C, etc... 0 EXTERIOR ELEVATION TAG - TOP NUMBER IST FLOOR DIMENSION / REFERENCE PLAN, LEGEND & SECTIONS INDICATES DETAIL LOCATION AND BOTTOM A4.1 NUMBER INDICATES PAGE NUMBER INDICATES DETAIL NUMBER AND NAME, SCALE OF INTERIOR ELEVATIONS & MILLWORK SECTIONS DETAIL & XREF USED IN DETAIL ID2.1 COLUMN GRID LINE TAG - A, B, C, ETC. IN ONE XX DIRECTION & 1,2,3 ETC. IN THE OPPOSITE INTERIOR CODE SCHEDULE LOCATION OF GRID NOTED A2,47, ETC. X INTERIOR ELEVATION TAG - TOP NUMBER X 0 X INDICATES DETAIL NUMBER, BOTTOM NUMBER . VINDICATES PAGE NUMBER AND A,B,C,D INDICATE M0.2 DIRECTION OF ELEVATION X M2.1 0 REFERENCE TAG INDICATES LOCATION OF Sim . ENLARGED PLANS, ELEVATIONS, AND DETAILS - TOP NUMBER INDICATES DETAIL NUMBER AND ELECTRICAL BOTTOM NUMBER INDICATES PAGE DETAIL IS E0.1 FOUND ON WALL TAG INDICATES WALL TYPE - REFER TO LOCATION PLAN FIRST FLOOR WALL LEGEND FOR DETAILS OF WALL E2.1 COMPONENTS o' -a° AFF HEIGHT TAG INDICATES ELEVATION HEIGHTS 0 SECTION MARK - TOP NUMBER INDICATES E3.1 SECTION NUMBER AND BOTTOM NUMBER INDICATES PAGE SECTION IS FOUND ON OWINDOW TAG INDICATES WINDOW TYPE QO REVISION TAG INDICATES REVISION NUMBER PHOTO TAG - TOP NUMBER INDICATES SECTION RISER DIAGRAM - ELECTRICAL NUMBER AND BOTTOM NUMBER INDICATES PAGE SECTION IS FOUND ON VICINITY MAP INDEX OF DRAWINGS 0 SHEET ARCHITECTURAL A0.0 COVER SHEET, INDEX, LEGENDS & SITE MAP AD2.1 1ST FLOOR DEMOLITION PHASES AD2.2 1ST FLOOR DEMOLITION FLOOR PLANS & DEMO NOTES AD2.3 2ND FLOOR DEMOLITION FLOOR PLANS & DEMO NOTES A1.1 1ST FLOOR LIFE SAFETY PLAN, BUILDING STATISTICS & UL DETAIL A2.1 IST FLOOR DIMENSION / REFERENCE PLAN, LEGEND & SECTIONS A4.1 1ST FLOOR REFLECTED CEILING PLAN, DETAILS & LEGEND A9.1 INTERIOR ELEVATIONS & MILLWORK SECTIONS ID2.1 1ST FLOOR WALL FINISH PLAN & FLOORING PLAN ID8.1 INTERIOR CODE SCHEDULE MECHANICAL M0.1 LEGEND, SYMBOLS AND GENERAL NOTES M0.2 MECHANICAL SPECIFICATIONS M2.1 DEMO/RENO MECHANICAL M3.1 DETAILS AND SCHEDULES ELECTRICAL E0.1 SYMOBOL LEGEND GENERAL NOTES SPECIFICATION AND DETAILS E1.1 LOCATION PLAN FIRST FLOOR E2.1 DEMO/RENO FIRST FLOOR POWER & SYSTEMS E2.2 DEMO/RENO FIRST FLOOR NURSECALL E3.1 DEMO/RENO FIRST FLOOR LIGHTING E6.1 PANEL SCHEDULES E6.2 PANEL SCHEDULES E7.1 RISER DIAGRAM - ELECTRICAL PLUMBING P0.1 SPECIFICATIONS, SCHEDULES, NOTES & LEGEND - PLUMBING P2.1 DEMOLITION PLAN PLUMBING P3.1 RENOVATION PLAN PLUMBING FIRE PROTECTION FP1.1 RENOVATION PLAN FIRE PROTECTION go pFFICE C F RM m L & -D Sanford, , Florida PERMIT SET 201 OmO38 10-25-10 KAG LLR issue date drawn by aDDroved by Droiect number REVISION SCHEDULE 0 DATE DESCRIPTION COVER SHEET, INDEX AOM0 LEGENDS & SITE MAP sheet number THESE DOCUMENTS AND THEP CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION ANDIOR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. Is PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AACOM233 Camala McCaft Hogw AR•OOOD533 WWW.BHM.US.COM PHASE II PHASE III Scale: 3116" =1'-0" Scale:3/8" = V-0" : 318" =1'-0" Ru N REMOVE UP TO ALIGN i EXIST(NG SOFFIT. D VERIFY HEIGHT. N GENERAL DEMOLITION NOTES: DEMOLITION KEYNOTES— REFER TO DEMOLITION KEYNOTES FOR SPECIFIC DEMOLITION REQUIREMENTS. SPECIFIC DEMOLITION ITEMS ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN THEMSELVES. PERFORM ADDITIONAL DEMOLITION THAT MIGHT BE REASONABLY REQUIRED IN THE PREPARATION FOR AND INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES. DEMOLITION WORK SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES SHALL BE PATCHED TO PROVIDE AN ACCEPTABLE SUBSTRATE FOR NEW FINISHES. DEMOLITION WORK— PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. DEMOLISH INA METHODICAL AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK SPECIFIED. PERFORM DEMOLITION WORK IN A MANNER AS TO MINIMIZE DAMAGE, EXCESSIVE NOISE OR VIBRATION, AND DISTURBANCE TO ADJACENT OCCUPIED BUILDING AREAS AND OPERATIONS AS POSSIBLE. ANY OPERATION THAT IS ANTICIPATED TO CAUSE DISTURBANCE TO THE OWNER OR TENANT, SHALL BE COORDINATED WITH THE FACILITY ADMINISTRATION A MINIMUM OF ONE (1) WEEK PRIOR TO EXECUTION OF WORK. "REMOVE" SHALL MEAN TO DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFFSITE IN AN EPA APPROVED LANDFILL. DO NOT BURN DEMOLISHED MATERIALS. "REMOVE AND SALVAGE": DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO OWNER. "REMOVE AND REINSTALL": DETACH ITEMS FROM EXISTING CONSTRUCCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED. "EXISTING TO REMAIN": EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED. OWNER RESERVES THE FIREST RIGHT OF REFUSAL FOR ALL ITEMS REMOVED. COORDINATE WITH OWNER'S REPRESENTATIVE BEFORE DEMOLITION BEGINS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. DO NOT USE CUTTING TORCHES OR OPEN FLAME CUTTING TOOLS SEE GENERAL NOTES ON THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONALDEMOLITION NOTES. LOCATE SELECTIVE DEMOLITION EQUIPMENT DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. CLEAN AREAS OF DEMOLITION DAILY, INCLUDING ADJACENT AREAS OF SITE OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. PROTECTION EXERCISE CARE DURING WORK TO PROTECT EXISTING INTERIOR AND EXTERIOR CONSTRUCTION TO REMAIN. REPAIR TO, OR REPLACEMENT OF, EXISTING CONSTRUCTION DUE TO DAMAGE BY DEMOLITION ACTIVITIES SHALL BE PERFORMED AT NO COST TO THE OWNER. HAZARDOUS MATERIALS - THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY HAZARDOUS OR TOXIC MATERIALS ENCOUNTERED TO ARCHITECT AND OWNER. OPENINGS - WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION TO REMAIN, SUCH AS REMOVAL OF EXISTING DOORS OR WINDOWS ON WALLS INDICATED TO REMAIN, PROVIDE NEW CONSTRUCTION OF TYPE AND THICKNESS IS TO MATCH ADJACENT. MATERIALS USED TO FILL THOSE OPENINGS AND FINISHES INSTALLED SHALL MATCH EXISTING UNLESS NEW FINISHES ARE SCHEDULED FOR THOSE SURFACES. EXISTING SERVICES - WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, GAS, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED. FINISHES -CONTRACTOR SHALL REMOVE EXISTING FINISHES AND PREPARE SUBSTRATES TO RECEIVE NEW FINISHES. PREPARATION OF SUBSTRATES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING IF DEEMED REQUIRED BY THE ARCHITECT: • PATCHING AND/OR LEVELING OF FLOOR SLAB. • RE -PRIMING OF STRUCTURAL COLUMNS, BEAMS, JOISTS, ETC. DAMAGED FROM DEMOLITION ACTIVITIES. DEMOLITION NOTES: 1. REMOVE ALL FLOORING, WALL COVERINGS AND WALL BASE IN ITS ENTIRETY IN 'SCOPE OF WORK AREA. AREA OF WORK IS INDICATED ON DEMOLITION PLAN WITH A BOLD DASHED LINE. PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISHES. 2. REMOVE EXISTING PARTITION IN ITS ENTIRETY OR UP TO HEIGHT SPECIFIED ON PLAN. PARTITIONS TO BE REMOVED ARE INDICATED AS DASHED LINES. 3. REMOVE EXISTING DOOR AND DOOR FRAME. DOOR TO BE REMOVED IS INDICATED AS A DASHED LINE. RE -USE DOOR AND FRAME AS NEEDED. 4. REMOVE EXISTING SUSPENDED ACOUSTIC CEILING SYSTEM INCLUDING GRID AND ALL ATTACHMENTS. RE -USE CEILING TILES, REPLACE ALL DAMAGED OR DISCOLORED TILES. 5. REMOVE EXISTING LIGHT FIXTURES. LIGHT FIXTURE ARE TO BE RE -USED, CLEANED, REPAIRED AND RE-LAMPED AS NECESSARY BEFORE REINSTALLATION. COORDINATE WITH ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES. 6. REMOVE EXISTING MILLWORK. MILLWORK TO BE REMOVED IS INDICATED AS A DASHED LINE. 7. REMOVE EXISTING PLUMBING. PLUMBING TO BE REMOVED IS INDICATED AS A DASHED LINE. COORDINATE WITH PLUMBING DRAWINGS FOR ADDITIONAL NOTES. 8. EXISTING DOOR AND DOOR FRAME TO REMAIN. 9. EXISTING MILLWORK TO REMAIN. 10. EXISTING PLUMBING TO REMAIN. 11. EXISTING SOFFIT TO REMAIN. 12. EXISTING PARTITION TO REMAIN. 13. TEMPORARY WALLNISQUEEN DIVIDER DURING DEMOLITION PHASE II & III. 14. EXISTING SUSPENDED ACOUSTIC CEILING SYSTEM INCLUDING GRID TO REMAIN. 15. EXISTING LIGHT FIXTURES TO REMAIN. 16. REMOVE EXISTING CRASH GUARDS. PATCH AND REPAIR WALLS AS NEEDED. 17. REMOVE EXISTING SHOWER CURTAIN ROD AND SHOWER CURTAIN. 18. REMOVE EXISTING MEDICAL GAS MOULDING IN PATIENT ROOMS. PATCH AND REPAIR WALLS AS NEEDED. 19. REMOVE WINDOW TREATMENTS. PATCH AND REPAIR WALLS AS NEEDED. G F. R L A Sanford, Florida PERMIT SET 2010.038 10-25-10 KAG LLR issue date drawn by approved by project number REVISION SCHEDULE A01 DATE DESCRIPTION DEMOLITION FLOOR PLANS & DEMO NOTES A D 2 m 1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE 6 MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION ANDIOR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. S PROHIBITED BYLAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 Camala McCarter Hogue AR•0009533 .BHM.US.COM SMnKF CnMPARTMFNT CHART T Scale: 1/8" =1'-0" BUILDING STATISTICS & CODE ANALYSIS APPLICABLE CODES A. FLORIDA FIRE PREVENTION CODE, 2007 NFPA 1 -UNIFORM FIRE CODE, 2006 B. FLORIDA FIRE PREVENTION CODE, 2007 NFPA 101 -LIFE SAFETY CODE, FLORIDA EDITION, 2006 C. NFPA 220- STANDARD ON TYPES OF BUILDING CONSTRUCTION D. FLORIDA BUILDING CODE, 2007 WITH 2009 SUPPLEMENTS CONSTRUCTION TYPE PER FBC 2007- CHAPTER 6 & TABLE 601 OCCUPANCY CLASSIFICATION PER FBC & FFPC- 2007 TYPE II -B (SPRINKLERED) (PER FBC 903.6) FBC 308 -GROUP 1-2 AND (FBC 3401.1 ALTERNATION) FFPC-NFPA 101-19: HEATH CARE (EXISTING) FFPC-NFPA 101-43: BUILDING REHABILITATION (43.5 MODIFICATION) AREA CALCULATION FBC TABLE 1004. 1.1 -AREA ALLOWANCES PER OCCUPANT GROSS AREA AS DEFINED BY FBC 502.1(S.F.) TENANT: 4,360/100=44 OCCUPANTS AREA OF WORK 1ST FLOOR: 4,360 SQ.FT. OCCUPANCY LOAD: 44 - SEE LIFE SAFETY PLAN FBC TABLES 715.4- FIRE PROTECTION RATINGS FBC TABLE 1005.1 -EGRESS WIDTH TYPE OF ASSEMBLY REQUIRED ASSEMBLY OPENING PROTECTION ELEMENT REQUIRED PROVIDED DISTRIB. REQUIRED PROVIDED REQUIRED PROVIDED STAIRWAYWIDTH: 0.4x44= 17.6" 58" 58" OCCUPANCY- (302.1) 1 1 3/4 HR 3/4 HR EXISTING FIRE WALLS/ BARRIERS- 4 X 3 X GREATER THAN 1 HOUR 3 X 3 X OTHER EGRESS WIDTH: 02 x 44 = 8:8"' ' ' ' ' ' 128" East SHAFT, EXIT WALLS 2 X 11/2 X 11/2 X 11/2 X FIRE WALLS/ BARRIERS - 1 HR. -SHAFT, EXITWALLS 1 1 1 X 128"..... OTHER FIRE BARRIERS 1 X 3/4 x FBC TABLE 1016.1- EXIT ACCESS TRAVEL DISTANCE CORRIDOR WALLS 1 1 1/3 1/3 REQUIRED PROVIDED 0.5 X 1/3 X OTHER FIRE PARTITIONS 1 X 3/4 X MAXIMUM TRAVEL DISTANCE 200'-0" 88'-9" NFPA 101 A10.2.2- INTERIOR FINISH CLASIFICATION LIMITATIONS COMMON PATH of TRAVEL -(1014.3) 25'-0" NA FBC TABLE 1017.1- CORRIDOR FIRE RESISTANCE RATING VERITCAL EXITS & EXIT EXIT ACCESS CORRIDORS OTHER SPACES PASSAGEWAYS REQUIRED PROVIDED A OR B - EXISTING A OR B- EXISTING A, B OR C CORRIDOR FIRE RESISTANCE RATING 0 HOUR 0 HOUR FBC TABLES 1015.1 & 1019.2- SINGLE MEANS OF EGRESS MININUM CLEARING OPENING41008.1.1) 32" 32" APPLIES MIN INUM STAIR WIDTH -(1009.1) 44" 58" SPACE WITH ONE MEANS OF EGRESS PER 1015.1 NA MIN INUM CORRIDOR WIDTH- (1017.2) 96" 96" BUILDING WITH ONE EXIT -(1019.2) NA MAXIMUM DEAD END CORRIDOR -(1017.3) 20' 16'-2" EXIT ARRANGEMENT PER 1015.2 FBC TABLE 1019.1- MINIMUM NUMBER OF EXITS DIAGONAL DISTANCE: 1/3 DISTANCE DISTANCE BETWEEN EXITS REQUIRED PROVIDED AREA OF WORK: 119'-3" 39'-9" 76'-T OCCUPANT LOAD= 44 2 3 LIFE SAFETY LEGEND FIRE RATED WALL LEGEND r--4'=9 1 HOUR RATED WALL - UL U465 LIFE SAFETY SYMBOLS MAXIMUM TRAVEL DISTANCE TO NEAREST EXIT. DIAGONAL DISTANCE OF BUILDING <_ - DISTANCE BETWEEN TWO MOST REMOTE EXITS A LOIST�� TRAVEL DISTANCE TO THE EXTERIOR • ===x - THE TRAVEL DISTANCE TO THE FIRE EXTINGUISHERS IS DENOTED BY THE RADIUS, WITH THE RADIUS INDICATING THE ACTUAL TRAVEL DISTANCE WAYFINDING DEVICES ® EXIT LIGHT - CEILING MOUNTED EXIT LIGHT - WALL MOUNTED FIRE EXTINGUISHERS ® TYPE I EXTINGUISHER W/ BRACKET - 4A-60B:C SPECIALTY SIGNALING DEVICES FIRE SPRINKLER HEADS ARE INDICATED ON FIRE PROTECTION DRAWINGS. DUCT SYSTEM FIRE DAMPERS ARE INDICATE ON MECHANICAL DRAWINGS. EMERGENCY LIGHTING IS INDICATED ON ELECTRICAL DRAWINGS. FIRE ALARM SYSTEM DETAILS ARE INDICATED ON ELECTRICAL DRAWINGS. Design No. U465 Nonbearing Wall Rating -1 HR. D D O 1. Floor and Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (mm), 1-1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) gals steel, attached to floor and ceiling with fasteners spaced 24 in OC max 2. Steel Studs - Channel shaped, 3.5/8 in. wide (min),1-1 /4 in WIW= folded back returns, formed from min No. 25 MSG (min No.20 Item 4C is used) galy steel spaced 24 in OC max.. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts par- tiallg or com letely filling stud cavity. See Batts and Blankets (B4Z) category for names of Classified• companies. 4 Wallboard, Gypsum*- 5/8 in. thief 4 ft wide, attached to steel studs and floor and ceiling track with 1 in Ions, Type S steel screws spaced 8 in OC. along edges of board and 12 in OC m tl�e field of the board joints oriented verticallq and staggered on opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in loug, 'fie S steel screws spaced 12 in OC AMERICAN GYPSUM CO Type AG -C. CANADIAN GYPSUM COMPANY. -Types AR, C, IP -X2,. SCX, SHX, WRC or WRX. CELOTEX CORP Type 1. CONTINENTAL GYPSUM COMPANY Types CG -C, CG5-5, CG6-6, CG9-9, CGTC-C. G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP -Types 5, .9, C, GPFS6. LAFARS6E GDYPSUM, DIV OF IE GYPSUM INC -Type BGC. LAFARGE CORP Types LGFCZ LGFC2A, LGFC6, LGFC6A, LGFC-C. NATIONAL GYPSUM CO T FSK -G, FSW-G. NATIONAL GYPSUM CO-'I�ype FR or WR. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC Type PGC REPUBLIC GYPSUM CO T RG-C. STANDARD GYPSUM L L C -Type SG -C. TEMPLE-INLAND FOREST PRODUCTS CORP - TGC UNITED STATES GYPSUM CO Type AR, C, FRXIP-X2, SCX, SHX, WRC or WRX. YESO PANAMERICANO S A DE C V Type AR, C, IP -X2, SCX, SHX, WRC or WRX. WESTROC INC -Type Westroc Fireboard. 4A. Wallboard, Gypsum* - (As an alternate to Item 4) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1-1 /4 in CANADIAN GYPSUM COMPANY Type AR. UNITED STATES GYPSUM CO -Type AR. - PESO PANAMERICANO S A DE C V --Type AR. 4C. Wallboard, Gypsum* - (As an alternate to Item 4, 4A and 4B) - 5/8 in. thickyps panels, installed as described in Item 4 with Type S-12 steel screws. T'he liength and spacing of the screws as specified under Item 4. CANADIAN GYPSUM COMPANY - FRX. UNITED STATES GYPSUM CO Type 5. Joint Tape and Compound - Vmyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in wide, embedded in first layer of compound over all joints. As an alternate, nomi- nal 3/32 in. thick gypsum veneer pplaster mai► be applied to the entire sur- face of Classified veneer baseboard. joints reinforced. 6. Furring Channel - (Optional -Not Shown) - Resilient 25 MSG galy steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type 5-12 panhead steel screws. Not fat use with Type FRX gym ?awls - 'Bearing the UL Classification Marking G 4 F, R4 Hir n L , & I D Sanford, Florida PERMIT SET 2010.038 10-05-10 KAG LLR issue date drawn by approved by project number REVISION SCHEDULE An I DATE I DESCRIPTION LIFE SAFETY PLAN,1 BLDG STATS. & UL DETAILS A ` sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE NL MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPUCABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 WWW.BHM.US.COM CemMe McCarter Hogue AR -0009533 PHASE II Scale: 3/16"= 1'-0" PHASE I - MOVE NOURISHMENT STATION TEMPORARILY TO NURSE'S LOUNGE. Scale: 318" =1'-0" NOURISHMENT 3 jli!121 A9.1 II L C=1 W J U 'HASE II ALIGN ti L - A9.1' NURSE (_1 22 6'-0" CLEAR I. N r O M INN 2'-0" A � A9.1 iii A n 1 HOUR RATED WALL PARTITION UL -0465 5 Scale: 3/4" =1'-0" 03001.C3 EXISTING TYPICAL INTERIOR WALL PARTITION 4 Scale: 3/4" =1'-0" SELECTIVE KEYNOTES 0 03001 CONCRETE WORK 03001.C3 CONCRETE FLOOR SLAB 03001.C4 CONCRETE SLAB ON GRADE 03001.C5 CONCRETE SLAB ON METAL DECK 07842 FIRE -RESISTIVE JOINT SYSTEMS 07842.C1 FIRESAFING 07842.C3 FIRE-RESISTANT RATED SEALANT 09111 NON-STRUCTURAL METAL FRAMING 09111.61 STEEL STUD RUNNER TRACK 09111.67 FIRE RATED SLIP -JOINT 09111.C1 STEEL STUD 09111.C3 STEEL STUD BRACE 09250 GYPSUM BOARD 09250.A1 GYPSUM WALL BOARD 09250.62 TYPE X GYPSUM BOARD 09511 ACOUSTICAL PANEL CEILINGS 09511.A1 EXPOSED -GRID ACOUSTICAL PANEL CEILING SYSTEM 09511.D3 HANGER WIRE 09912 INTERIOR PAINTING 09912.A1 PAINTED FINISH DIMENSION NOTES 1. GENERALLY PLAN DIMENSIONS ARE FROM FACE OF CMU WALL TO CENTER OF STUD WALLS EXCEPT AT CORRIDORS & CRITICAL CLEAR DIMENSIONS WHERE DIMENSION IS FROM FACE OF FINISHED GYPSUM BOARD ON SIDE WHERE CLEAR DIMENSION MUST BE HELD. 2. ALL INTERIOR FRAME WALLS ARE 3- %" METAL STUD U.N.O. 3. WINDOW & DOOR OPENINGS ARE GENERALLY DIMENSIONED TO THE EDGE OF ROUGH OPENINGS FOR EXTERIOR CMU WALLS & TO CENTERLINE OF INTERIOR OPENINGS. 4. TYPICALLY EDGE OF DOOR IS LOCATED 4" OFF OF ADJACENT WALL EXCLUSIVE OF FRAME U.N.O. ALL OTHER DOOR OPENINGS ARE LOCATED TO ONE SIDE OF ROUGH OPENING, FRAME EXCLUSIVE. 5. DO NOT SCALE THIS DRAWING. WALL LEGEND Q-� WLegend NO. DESCRIPTION PLAN VIEW 1 3 518" x 20 GA. METAL STUDS 24" O.C. MAX., WITH 5/8" GYPSUM BOARD BOTH FACES 6" ABOVE CEILING. DIAGONAL BRACING EVERY 4' O.C. SEE DETAIL 4/A2.1. 2 3 5/8" x 25 GA. METAL STUDS AT 24" O.C. MAX., WITH SOUND BATT INSULATION IN CAVITY WITH 5/8" TYPE'X' GYPSUM WALLBOARD BOTH FACES TO UNDERSIDE OF DECK. ONE HOUR RATED PER UL- U465. SEE DETAIL 5/A2.1. 3 EXISTING WALLS TO REMAIN 1 HOUR RATED WALL PARTITION DETAIL 6 Scale: 3/4" =1'-0" ,: F RL,�. &D Sanford, Florida PERMIT SET 10-25-10 KAG LLR issue date drawn by approved by 201 0.038 project number REVISION SCHEDULE 0 DATE DESCRIPTION IST FLOOR DIM. / REF. PLANS A 1 LEGENDS & SECTION sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE d MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 C -1a AR=bpm Hogue *NOTE: ALL EXISTING ACOUSTICAL CEILING SYSTEM AND LIGHT FIXTURES TO REMAIN U.N.O. Scale: 3116" =1'-0" /-- EXISTING SOFFIT =XI TIN NK NEW SOFFIT ALIGN WITH EXISTING SOFFIT .100. SELECTIVE KEYNOTES D 09111 i 0911121 STEEL STUD RUNNER TRACK 09111.C1 STEEL STUD 09250 GYPSUM BOARD 09250.A1 GYPSUM WALL BOARD 09250.E2 CORNER BEAD 09511 ACOUSTICAL PANEL CEILINGS 09511.61 ACOUSTICAL CEILING UNIT 0 /-- EXISTING SOFFIT =XI TIN NK NEW SOFFIT ALIGN WITH EXISTING SOFFIT .100. SELECTIVE KEYNOTES D 09111 NON-STRUCTURAL METAL FRAMING 0911121 STEEL STUD RUNNER TRACK 09111.C1 STEEL STUD 09250 GYPSUM BOARD 09250.A1 GYPSUM WALL BOARD 09250.E2 CORNER BEAD 09511 ACOUSTICAL PANEL CEILINGS 09511.61 ACOUSTICAL CEILING UNIT CEILING LEGEND 48" x 24" SUSPENDED ACOUSTICAL CEILING SYSTEM. CEILING HEIGHT AT 8'-0" IN CORRIDORS AND 8'-10" AFF THROUGHOUT U.N.O. MOISTURE RESISTANT GYPSUM BOARD CEILING OR SOFFIT ® 2'x4' FLUORESCENT FIXTURE ® EXIT LIGHT CSF Rv . L & D Safford, Florida PERMIT SET 10-25-10 KAG LLR issue date drawn by approved by 201 0.038 project number REVISION SCHEDULE 0 DATE DESCRIPTION REFLECTED CEILING PLANS A4 1 DETAILS &LEGENDS ■ sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE d MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPUCABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. 66 Chi � AV 1� BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 CemWoMcCaEn Hoary AR -0009533 WWW.BHM.US.COM PATIENT i _/ TRACKING MONITOR I -----J 11 12 12 11--� F--� A9.1 A9.1 06402.R1 A9.1 A9.1 FETAL SECURITY 06402.N1 I MONITOR I I MONITOR sk- ', 06402.M7 . r `q 06402.C9 .. M ........ ... . ....... ...... N 06402.N7 5'-5" 3'-6" T-01 /2" 48" O.C. MAX 4'-0" 3'-61 /2" 4'-0" 700 12'-41/2" 11'-61/2' A B NURSE STATION - FRONT COUNTER Scale: 3/8" =1'-0" E 06402.132 FULL HEIGHT - VERIFY MOUNTING HEIGHT WITH OWNER REPRESENTATIVE. 06402.111 06402.N1 Z4 M 06402.62 I VERIFY MOUNTING HEIGHT WITH OWNER IN M I I REPRESENTATIVE. I I 10 --_1 A9.1 AL BASE I MONITOR I 06402.M7 � CV 06402.81 I o I N 06402.N7 _� %48" O.C. MAX 1'-6" V-6" V-6" 2'_6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-2" 06402.1`1 `-6'~ 3'-11" 4'-0" 4 Ow A 10 41-71/2" 17'-2" 0, 9'-11" A B NURSE STATION - Scale: 3/8" =1'-0" 0 N IIE 4 ch 0 CV TOP CABIN 6 Scale: 11/2" =1'-0" r o CN BASE CABINET TOP/BASE CABINET 7 Scale: 1 1/2" =1'-0" 0 CV VE 114" 4'-0" " 4'-0" 91-gor A 1DICTATION STATIONS Scale: 3/8" =1'-0" ;�it1YAl 06402.R1 064 9 c`Q c� M is N 06402.N7 N 48" O.C. MAX TOP/BASE W/OUT DRAWER Scale: 11/2" =1'-0" IE N CD COLUMN � 2'-91/2 L B C D O ch FULL HEIGHT CABINET Scale: 1 1/2" =1'-0" IE Cr7 SELECTIVE KEYNOTES O I k .NSACTION WORK SUURFA( 1 Scale: 1 1/2„ =1'-0" 2'-5 3/4 WORK SURFACE WI TOP CABINETADA WORK SURF GFRH-L& Sanford, Florida PERMIT SET 2010.038 REVISION SCHEDULE 0 DATE DESCRIPTION INTERIOR ELEVATIONS & A9 m 1 MILLWORK SECTIONS sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPUCABLE MINIMUM BUILDING CODES AND THE APPUCABLE FIRE SAFETY STANDARDS. • BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AACOM233 Cemal"McC"rWHogue AR -0009533 WWW.BHM.US.COM 06100 ROUGH CARPENTRY 0610011 WOOD BLOCKING 6 7 06402 INTERIOR ARCHITECTURAL WOODWORK A9.1 A9.1 06402.61 BASE CABINET 06402.62 WALL CABINET 06402.C1 PLYWOOD 06402.C9 PLYWOOD - PLASTIC LAMINATE FINISH 06402.J2 CABINET DOOR 06402.62 06402.J3 CABINET DRAWER -1 7 <7 =4 06402.J6 ADJUSTABLE SHELF 1- 9 06402.M2 PLASTIC LAMINATE FINISH I - - 0640215 06402.M6 PLASTIC LAMINATE BACKSPLASH I I 4 06402.M7 PLASTIC LAMINATE COUNTERTOP I NOURISH. I 15001.G4 06402.N1 TRANSACTION TOP I STATION I e 06402.N7 PLASTIC LAMINATE SUPPORT PANEL I I N 06402.M7 06402.P1 PLASTIC LAMINATE PANEL I I 06402.R1 SOLID POLYMER MATERIAL I 06402.W2 ADJUSTABLE SHELF STANDARD I 0640215 06402.X3 PLASTIC GROMMET I I REFRIG. 0 06402.X4 CASEWORK PULL I N 0640261 0640215 CASEWORK CYLINDER LOCK L - - _1 09111 NON-STRUCTURAL METAL FRAMING 2'-8" 2'-1" 2'-6" 1'-3° 09111.G2 STEEL BACKING PLATE CLEAR 6'-0" 09841 FIXED SOUND -ABSORPTIVE PANELS 09841.A1 ACOUSTICAL WALL PANEL 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 15001.G4 HAND SINK NOURISHMENT STATION Scale: 3/8" =1'-0" I k .NSACTION WORK SUURFA( 1 Scale: 1 1/2„ =1'-0" 2'-5 3/4 WORK SURFACE WI TOP CABINETADA WORK SURF GFRH-L& Sanford, Florida PERMIT SET 2010.038 REVISION SCHEDULE 0 DATE DESCRIPTION INTERIOR ELEVATIONS & A9 m 1 MILLWORK SECTIONS sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPUCABLE MINIMUM BUILDING CODES AND THE APPUCABLE FIRE SAFETY STANDARDS. • BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AACOM233 Cemal"McC"rWHogue AR -0009533 WWW.BHM.US.COM I t JScale: 3l8" =1'-0" N INTERIOR CODE SCHEDULE BASE CODE SCHEDULE TYPE COLOR CODE MANUFACTURER MANUFACTURER # TYPE COLOR GILDED MESH SIZE CLASS 1 GAUGE FLAME SPREAD RATING REMARKS B-3 JOHNSONITE GROUNDED 264 VINYL BASE GROUNDED 4" COLOR .08" CLASS 1 VIEWING ROOM, NURSE LOUNGE RESILIENT CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR FINISH/SHEEN FLAME SPREAD RATING FLAME P-1 NOT USED GILDED MESH CLASS 1 VERTICAL SURFACES PL -2 PIONITE SPREAD SHERWIN WILLIAMS CODE MANUFACTURER MANUFACTURER # TYPE COLOR SIZE GAUGE RATING REMARKS R-1 NOT USED R-2 ARMSTRONG LP 092 MARMORETTE SHEET SAND 12' CLASS 1 LINOLEUM .08" R-3 ARMSTRONG LP 476 LINORETTE SHEETLINOLEUM YUKON DESERT 12' CLASS 1 .08" PAINT CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR FINISH/SHEEN FLAME SPREAD RATING REMARKS P-1 NOT USED GILDED MESH CLASS 1 VERTICAL SURFACES PL -2 PIONITE P-2 SHERWIN WILLIAMS SW 6121 ACRYLIC LATEX WHOLE WHEAT SEMI -GLOSS CLASS 1 LOW VOC. TYPICAL WALL COLOR PLASTIC LAMINATE CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # COLOR FINISH FLAME SPREAD RATING REMARKS PLA WILSONART 4912-38 GILDED MESH CLASS 1 VERTICAL SURFACES PL -2 PIONITE AT371 CRESSIDA CONTENT CLASS 1 HORIZONTAL SURFACES SOLID SURFACE CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # COLOR FINISH FLAME SPREAD RATING REMARKS SS -1 NOT USED SPREAD SS -2 IN PRO P9064 SNAKE SKIN CONTENT CLASS 1 NURSE'S STATION TRANSACTION LEDGE FABRIC CODE SCHEDULE FLAME SPREAD CODE MANUFACTURER MANUFACTURER # COLOR CONTENT RATING REMARKS F-3 MAHARAM SEASON 901040 002 CREEK POLYESTER I CLASS 1 1 DICTATION STATION FABRIC WRAPPED PANELS. FINISH NOTES: ALL FINISHES ARE TO MEET ALL FIRE AND BUILDING CODE ORDINANCES. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2,2006 EDITION. SELECTIVE KEYNOTES C FkvmmL& Sanford, Florida PERMIT SET 2010,.038 REVISION SCHEDULE 0 DATE DESCRIPTION INTERIOR CODE SCHEDULE ' DS .1 &FINISH PLAN sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE 3 MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION ANDIOR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 CwWaMcCarter Hoab AR•0009533 FIRE PROTECTION SPECIFICATIONS GENERAL: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION I SPECIFICATIONS, APPLY TO WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK: WORK REQUIRED UNDER THIS SECTION INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, FEES AND SERVICES FOR, AND REASONABLY INCIDENTAL TO, PROPER COMPLETION OF ALL FIRE PROTECTION WORK HEREIN SPECIFIED, EXCEPTING ONLY WORK OR MATERIALS SPECIFIED OR NOTED AS BEING FURNISHED AND/OR INSTALLED BY OTHERS. 1. ALL WORK SHALL COMPLY WITH NFPA REQUIREMENTS, 2007 FLORIDA BUILDING CODE (WITH 2009 SUPPLEMENTS), CITY OF ORLANDO FIRE CODE, FLORIDA FIRE PREVENTION CODE (2007 EDITION), LIFE SAFETY CODE - NFPA 101 (2006 EDITION), AUTOMATIC SPRINKLER SYSTEMS - NFPA 13 (2002 EDITION) AND THE NATIONAL FIRE ALARM CODE - NFPA 72 (2002 EDITION). 2. ALL WORK SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED AND LICENSED IN THIS PARTICULAR TRADE. 3. PROVIDE SPRINKLER SYSTEM TO NFPA 13 SPECIFIC HAZARD OCCUPANCY REQUIREMENTS. ANY DEVIATIONS THEREFROM MAY BE MADE AS REQUIRED BY INSPECTION AGENCIES, INSURING AGENCIES OR AS REQUIRED DUE TO INTERFERENCE WITH OTHER EQUIPMENT, STRUCTURAL MEMBERS, DUCTS, ETC. PROVIDE ADDITIONAL HEADS AS MAY BE REQUIRED FOR AN APPROVED SYSTEM. 4. RESPONSIBILITY FOR ELEVATIONS OF PIPING: A. CAREFULLY FIELD CHECK THE ELEVATIONS OF EXISTING GRADES AND BURIED SERVICE LINES AND MAKE A CAREFUL LAYOUT OF THE PROPOSED NEW SERVICES BEFORE STARTING WITH THE WORK, MAKING EVERY ATTEMPT TO AVOID INTERFERENCES. B. ATTEN11ON IS CALLED TO DUCTWORK, HEATING AND COOLING PIPING, WATER AND DRAIN PIPING, AND TO THE ELECTRICAL INSTALLATION, WHICH WILL BE INSTALLED . BY OTHERS. C. ANY DISCREPANCIES OR CONFLICTS DISCOVERED SHOULD BE REPORTED TO THE ARCHITECT/ENGINEER, AND WORK SHALL NOT PROCEED UNTIL A SATISFACTORY RESOLUTION IS FOUND. NO ADDITIONAL COMPENSATION WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY THE OWNER TO COVER THE COST OF ANY SUCH INTERFERENCES, WHETHER DUE TO NEGLIGENCE, ERROR, OVERSIGHT OR OTHER CAUSE IN NOT HAVING PROPERLY ESTABLISHED THE ELEVATIONS OF ALL NEW OR EXISTING PIPING, ETC. 5. PIPING SHALL BE CONCEALED IN AREAS WITH CEILINGS AND EXPOSED IN AREAS WITHOUT CEILINGS. 6. PIPING SHALL BE INSTALLED AND SUPPORTED PER NFPA 13. 7. SLOPE PIPING IN ACCORDANCE WITH NFPA REQUIREMENTS. 8. PROVIDE DRAINS AT RISERS, ON VALVED SECTIONS, AT SIAMESE CONNECTIONS AND AT OTHER LOCA11ONS REQUIRING SAME FOR COMPLETE DRAINAGE OF SYSTEMS. PIPE DRAINS TO OUTSIDE OF BUILDING OR AS APPROVED. 9. WALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH PRO -SET "FIRE STOP COUPLING" SYSTEM OR WITH GEDNEY TYPE CFS1 FIRE SEAL OR EQUAL. SPACE BETWEEN SLEEVE AND WALL TO BE COMPLETELY SEALED WITH CAULKING. VOID BETWEEN SLEEVE PLUGS TO BE FILLED WITH INSULATION. CODES AND STANDARDS: ALL FIRE PROTECTION WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, 2007 FLORIDA FIRE PREVENTION CODE AND NFPA 13 (2002 EDITION). THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. SYSTEM DESCRIPTION: CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEM AS REQUIRED FOR THE NEW LAYOUT INCLUDING NEW PIPING FOR NEW OR RELOCATED SPRINKLER HEADS TO PROVIDE FOR PROPER COVERAGE. ALL HEADS ARE TO BE CENTERED IN THE CEILING TILES. DRAWINGS FOR APPROVALS: BEFORE PROCEEDING WITH WORK, THE CONTRACTOR IS TO PERFORM SYSTEM HYDRAULIC CALCULATION, SYSTEM LAYOUTS AND SUBMIT SHOP DRAWINGS FIRST TO THE AUTHORITY HAVING JURISDICTION, AND THEN TO THE ARCHITECT/ENGINEER FOR REVIEW. SUBMITTALS SHALL SHOW LOCATIONS OF PIPING, SPRINKLER HEADS, ETC., AND SHALL INCLUDE INFORMATION ON VALVES, SPRINKLER HEADS, ALARM VALVES, ETC. AT LEAST TWO (2) SETS OF THE SHOP DRAWINGS SHALL BEAR THE APPROVAL STAMP OF THE LOCAL FIRE MARSHALL. EQUIPMENT AND MATERIALS: ALL DEVICES, EQUIPMENT AND MATERIALS SHALL BE NEW, SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS AND SHALL BEAR FACTORY MUTUAL AND THE UNDERWRITER'S LABEL OF APPROVAL. ABOVE GROUND PIPE AND FITTINGS: PIPE ABOVE GROUND AND WITHIN THE BUILDING SHALL BE STANDARD WEIGHT, SCHEDULE 40 BLACK STEEL PIPE OR APPROVED SEAMLESS THIN WALL BLACK STEEL PIPE CONFORMING TO ASTM A53. PIPE FITTINGS SHALL BE OF A TYPE APPROVED FOR SPRINKLER SYSTEMS AND DESIGNED FOR 175 PSI WORKING PRESSURE. MALLEABLE IRON STANDARD WEIGHT FITTINGS WILL BE ACCEPTABLE IN SIZES UP TO 6". MECHANICAL PIPE COUPLINGS (ROLLED OR CUT GROOVED) MAY BE USED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. UNDERGROUND PIPE AND FITTINGS: UNDERGROUND PIPE SHALL BE CLASS 150 PVC TYPE "BLUE BRUTE" AWWA C-900, UL AND FM LISTED WITH M.J. FITTINGS. FLUSH UNDERGROUND PIPE PRIOR TO CONNECTION TO INSIDE PIPING. SECTIONS OF CROSS MAINS, RISERS AND FEED MAINS MAY BE SHOP WELDED. WELDED FITTINGS SHALL COMPLY WITH ANSI STANDARD #B-16.9-1971. WELDING SHALL BE DONE IN ACCORDANCE WITH METHODS SET FORTH IN THE ANSI STANDARD B31.10-1067 AND APPLICABLE ADDENDA. INTERIOR VALVES: 2-1/2" AND LARGER SHALL BE OS AND Y, FLANGED, IBBM GATE VALVES. 2" AND SMALLER SHALL BE THREADED, BRONZE GATE VALVES. ALL VALVES DESIGNED FOR 175 PSI WWP. LISTED GROOVED OR BUTTERFLY VALVES ARE ACCEPTABLE. SPRINKLER HEADS: NEW SPRINKLER HEADS SHALL MATCH BUILDING STANDARDS. IF BUILDING STANDARD SPRINKLER HEADS ARE NO LONGER AVAILABLE, REPLACE ALL EXISTING HEADS AS FOLLOWS; FOR FINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE PENDENT, 1/2" ORIFICE, CHROME FINISH, WITH VIKING MICROMATIC MODEL E-1 RECESSED ESCUTCHEON. FOR ALL EXPOSED UNFINISHED AREAS SPRINKLER HEAD SHALL BE A VIKING MICROFAST MODEL M QUICK RESPONSE UPRIGHT, 1/2" ORIFICE, BRASS FINISH. CONCEALED SPRINKER HEADS SHALL BE VIKING, 5.6K, 1/2" ORIFICE, COLOR BY ARCHITECT. PROVIDE CONCEALED HEAD WITH PLATE. PROVIDE BUILDING MANAGEMENT WITH EXTRA STOCK OF NEW SPRINKLER HEADS AS REQUIRED BY NFPA 13 (2002 ED.). RELIABLE AND TYCO ARE EQUAL GENERAL SHEET NOTES 1. BUILDING IS EXISTING AND FULLY SPRINKLERED. 2. FIRE PROTECTION CONTRACTOR SHALL ACCOUNT FOR ANY CROSSMAINS OR BRANCH LINES THAT NEED TO BE MODIFIED, RELOCATED OR ADJUSTED FOR ELEVATIONS DUE TO NEW CEILING LAYOUT. 3. CONTRACTOR SHALL VISIT THE SITE AND SHALL BE FAMILIAR WITH THE COMPLETE SCOPE OF WORK PRIOR TO BIDDING ON THIS PROJECT. 4. WHERE CEILING ELEVATION CHANGES OCCUR, CONTRACTOR SHALL SPACE SPRINKLER HEADS FOLLOWING OBSTRUCTION RULES PER NFPA 13. 5. CONTRACTOR SHALL EXTEND A SWING JOINT OR ARM -OVER TO NEW PENDENT SPRINKLER HEADS' LOCATION FROM EXISTING "TEES" FEEDING SPRIGS OR DROPS OF EXISTING UPRIGHT/PENDENT HEADS. IF THESE METHODS ARE NOT FEASIBLE, CONTRACTOR SHALL CAP THE TEE, ABANDON THE SUPPLY ABOVE THE CEILING SPACE AND PROVIDE A NEW TAP INTO THE EXISTING BRANCH LINE AS REQUIRED. 6. IF NEW BRANCHLINES ARE REQUIRED, CONTRACTOR SHALL BASE SIZING OF NEW PIPING ON EXISTING BRANCHLINE SIZES AND THE NUMBER OF SPRINKLER HEADS THEY FEED. 7. ALL SPRINKLER HEADS SHALL BE CENTERED IN THE MIDDLE OF CEILING TILES. 8. CONTRACTOR SHALL COORDINATE FINAL COLOR SELEC11ON OF SPRINKLER HEADS WITH ARCHITECT PRIOR TO BUYING ITEMS. PAINTING AND STENCILING: PROVIDE PAINTING AND STENCILING OF ALL EXPOSED PIPING, EQUIPMENT, ETC. INSTALLED AS PART OF THIS CONTRACT. TEST OF COMPLETED SYSTEM: ABOVE GROUND PIPING: PERFORM A HYDROSTATIC TEST OF THE PIPING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2002 ED.). NOTIFY THE ARCHITECT/ENGINEER/OWNER/ UNDERWRITER PRIOR TO PERFORMING THE TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES HAVING JURISDICTION. IF TEST PROVES UNSATISFACTORY, LEAKS SHALL BE REPAIRED AND A NEW TEST SHALL BE PERFORMED. NO BACK FILLING SHALL BE DONE OVER BURIED JOINTS UNTIL PIPE HAS BEEN PROVEN WATER TIGHT. SECURE PIPING IN PLACE PRIOR TO TESTING. AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE OF THE ENTIRE SYSTEM. MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURNED OVER TO THE OWNER'S REPRESENTATIVE UPON COMPLETING THE TEST. CHLORINATION: ARRANGE FOR CHLORINATION OF THE SERVICE ENTRANCE PIPING FROM POINT OF CONNECTION TO THE MUNICIPAL WATER MAIN UP TO AND INCLUDING THE FLANGE AND SPIGOT INSIDE THE BUILDING. PAY FOR ALL COSTS ASSOCIATED WITH CHLORINATING THE PIPING SYSTEM. THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH AWWA C-651 OR C-652 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS AND LOCAL CODES AND ORDINANCES AND SHALL NOT BE CONNECTED TO THE MUNICIPAL WATER SYSTEM UNTIL PROVEN SAFE. DELIVER CHLORINATION CERTIFICATION TO THE OWNER AND OR THE MUNICIPAL WATER DEPARTMENT THAT THE SYSTEM HAS BEEN PROVEN SAFE. WATER SUPPLY TREATMENT: WATER SUPPLIES AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED BY OWNER FOR THE EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO MIC, THE OWNER SHALL NOTIFY THE SPRINKLER CONTRACTOR AND A PLAN SHALL BE DEVELOPED TO TREAT THE SYSTEM USING ONE OF THE METHODS AS ESTABLISHED UNDER NFPA 13 (2002 ED.). FIRE PROTECTION GENERAL NOTES ALL PIPING TO BE TESTED AT 200 PSI FOR A MINIMUM OF 2 HOURS. HYDRAULIC CALCULATIONS DESIGN CRITERIA: SUPPORT AREAS: A. ORDINARY HAZARD GROUP I B. SYSTEM TYPE: WET SYSTEM C. DENSITY: 0.15 GPM/SQ. FT FOR 1500 SQ. FT. D. COVERAGE PER SPRINKLER: 130 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE F. MAXIMUM SPRINKLER SPACING: 15-0" RETAIL / OFFICES / HALLWAYS: A. LIGHT HAZARD OCCUPANCY B. SYSTEM TYPE: WET SYSTEM C. DENSITY: 0.10 GPM/SQ. FT. FOR 1500 SQ. FT. D. COVERAGE PER SPRINKLER: 225 SQ. FT. MAXIMUM E. TEMPERATURE RATING: ORDINARY TEMPERATURE F. MAXIMUM SPRINKLER SPACING: 15 -0 - SPRINKLER INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 SPRINKLER SYSTEMS, FIRE MARSHALS OFFICE, OWNERS INSURANCE CARRIER, ALL LOCAL, STATE, FEDERAL CODES AND REGULATIONS AND ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL PERMITS REQUIRED IN CONNECTION WITH THIS SPRINKLER SYSTEM SHALL BE OBTAINED AND PAID FOR BY THE SPRINKLER CONTRACTOR. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, PIPING AND ANY BUILDING STRUCTURE. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE BEFORE BIDDING. NO CHANGES SHALL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. ALL EQUIPMENT SHALL BE UL AND FM LISTED AND LABELED. MANUFACTURER SHALL BE EQUAL TO GRINNEL, VIKING. BRANCH LINES PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE JOINED WITH THREADED OUTLET FITTINGS. ALL SPRINKLER DROPS TO BE 1" SCHEDULE 40 WITH 1" X 1/2- THREADED REDUCER. HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 13. PROJECT SPECIFICATIONS TAKE PRECEDENCE OVER PLANS. APPROVAL FROM OWNER'S INSURANCE CARRIER IS CONTRACTOR'S RESPONSIBILITY. CONTRACTOR TO BASE ALL CALCULATIONS UPON CURRENT FLOW TEST SUPPLIED BY FIRE SPRINKLER CONTRACTOR. ALL SPRINKLER HEADS TO BE OF THE QUICK RESPONSE TYPE IN LIGHT HAZARD OCCUPANCIES INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S GUIDELINES (REFER TO FIRE SPRINKLER LEGEND). ALL SPRINKLER HEADS IN MECHANICAL/ELECTRICAL ROOMS TO BE STANDARD RESPONSE, 212'F. THESE PLANS ARE CONCEPTUAL IN NATURE PER FLORIDA STATUTE 61G15-30. SELECTIVE KEYNOTES D L� CFRH m L & D Sanford, Florida PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 eight 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 Copyright — All ideas, designs, methods on4 plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and JOB#: developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. PERMIT SET 2010m038 09-10-2010 GJG JAM issue date drawn by approved by project number REVISION SCHEDULE a DATE DESCRIPTION RENOVATION PLAN F P 1 FIRE PROTECTION sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ``t%jiIIIIIII,/ OEfkT O A4 ��i �ti. •'�G E N SF'• • Gtr` 13 No -o 5T OF = 2� 1:101i is r E, 13 BURKE HQGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W B H M U 5 LJJ U FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION EXISTING SPRINKLER HEAD LOCATION (WET SYSTEM) TO BE RELOCATED. R EXTEND NEW 1"0 SUPPLY TO NEW QUICK RESPONSE SPRINKLER HEAD LOCATION. EXISTING SEMI -RECESSED PENDENT SPRINKLER HEAD TO REMAIN. EXISTING SPRINKLER HEAD TO BE REMOVED. CAP AND ABANDON SUPPLY ABOVE CEILING. NOTE: FIRE SPRINKLER CONTRACTOR SHALL PROVIDE TEMPORARY QUICK RESPONSE SPRINKLER HEADS FOR AREAS THAT MAY BE LEFT WITHOUT ADEQUATE PROTECTION DUE TO PHASING OF CONSTRUCTION OR DUE TO THE LOCATION OF TEMPORARY WALLS. SELECTIVE KEYNOTES D L� CFRH m L & D Sanford, Florida PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 eight 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 Copyright — All ideas, designs, methods on4 plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and JOB#: developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. PERMIT SET 2010m038 09-10-2010 GJG JAM issue date drawn by approved by project number REVISION SCHEDULE a DATE DESCRIPTION RENOVATION PLAN F P 1 FIRE PROTECTION sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ``t%jiIIIIIII,/ OEfkT O A4 ��i �ti. •'�G E N SF'• • Gtr` 13 No -o 5T OF = 2� 1:101i is r E, 13 BURKE HQGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W B H M U 5 LJJ U PLUMBING SPECIFICATIONS SCOPE OF WORK WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION AND INSTALLATION OF THE PLUMBING SYSTEM, AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE PLUMBING WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. SUBSTITUTIONS EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. CODES AND STANDARDS THE ENTIRE SYSTEM AND ALL COMPONENTS LISTED HEREIN SHALL MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. PRODUCTS ALL EQUIPMENT, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICAL POWERED EQUIPMENT SHALL BE U.L. OR E.T.L. LISTED. WORKMANSHIP ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. SHOP DRAWINGS AND SUBMITTALS SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND FIXTURES PRIOR TO PURCHASE AND OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS AS-BUILTS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE PLUMBING AS -BUILT DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. AS BUILTS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCAD DRAWING FILES [RELEASE 2007 OR LATER]. AS -BUILT DRAWINGS SHALL CONSIST OF AN ACCURATE "AS -BUILT" RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE AS-BUILTS ARE DELIVERED. ACCESS PANELS CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12"X12") FOR VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. EXECUTION ALL LOCATIONS OF EQUIPMENT, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO INSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PROVIDE ISOLATION VALVES AND UNIONS AT ALL EQUIPMENT AND AS INDICATED ON DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF CONDENSATE DRAIN PIPING, OR OTHER PARTS OF THE SYSTEM. HE SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL ROOF, WALL AND FLOOR PENETRATIONS REQUIRED TO COMPLETE INSTALLATION OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL EQUIPMENT OR PIPE PENETRATIONS THROUGH WALL, ROOF AND FLOORS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY AN APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY. CLEANING, TESTING AND ADJUSTING: THE CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. EXCAVATION AND BACKFILL: PROVIDE ALL EXCAVATION AND TRENCHING TO THE CORRECT ELEVATIONS, FOR THE INSTALLATION OF ALL PIPING. PROVIDE ALL BACKFILL IN STRICT ACCORDANCE WITH THE EXCAVATION AND BACKFILL SECTION OF DIVISION 1 SPECIFICATIONS. TESTING: ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE TESTED FOR ABSOLUTE TIGHTNESS BY SUBJECTING THE SYSTEM TO A HYDROSTATIC PRESSURE OF 150 PSI GAUGE OR 50 PSI OVER WORKING PRESSURE, WHICHEVER IS GREATER FOR A PERIOD OF NOT LESS THAN EIGHT (8) HOURS. ALL LEAKS SHALL BE REPAIRED AND THE HYDROSTATIC TEST REAPPLIED UNTIL, FOR AN EIGHT (8) HOUR PERIOD, NO LEAKS CAN BE FOUND WHILE THE SYSTEM IS SUBJECT TO THE TEST PRESSURE. SOIL PIPE AND CONDENSATE DRAINS SHALL BE TESTED BY TEMPORARILY PLUGGING ALL OUTLETS AND FILLING THE SYSTEM WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK. THE SYSTEM MUST BE INSPECTED AND ALL LEAKS REPAIRED AND THE TEST REPEATED UN11L THE WATER LEVEL DOES NOT DECREASE FOR A PERIOD OF 24 HOURS. MAINTENANCE MANUALS PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING VINYL -COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPE OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: - OPERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS & APPROVALS - SHOP DRAWINGS AND PRODUCT DATA TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND SHUT -DOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. SYSTEM IDENTIFICATION PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH FOR EQUIPMENT INFORMATION. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFAC11ON OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. WATER SUPPLY SYSTEM: EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PIPE AND FITTINGS ABOVE GROUND - TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS. PIPE AND FITTINGS BELOW GROUND - TYPE "K" SOFT COPPER. VALVES - BALL VALVES - ALL BRONZE, RISING STEM, DOUBLE WEDGE TAPER SEAT, 125 PSI STEAM PRESSURE. CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. INSULATE HOT WATER LINES WITH 1" RUBATEX INSULATION OR EQUAL. INSULATION TO BE FIRE RATED FOR USE IN RETURN AIR PLENUM. CONNECTIONS TO MISCELLANEOUS EQUIPMENT - ROUGH -IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES, AND TRAPS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING AND P -TRAPS ARE UNACCEPTABLE. THE PLUMBING FIXTURES SHALL BE ROUGHED -IN ACCORDANCE WITH MANUFACTURER'S "ROUGH -IN INFORMATION". PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. DRAINAGE SYSTEM: EXTEND PIPING AS INDICATED ON THE DRAWINGS. PIPE SLOPE: 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4 INCH PER FOOT. 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS THAN 1/8 INCH PER FOOT. PIPE AND FITTINGS: CAST IRON PIPE: ASTMa74 SERVICE WEIGHT HUB -AND -SPIGOT OR CISPI 301 SERVICE WEIGHT NO -HUB. DRAIN, WASTE AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE -WEIGHT CAST IRON WITH NO/HUB OR BELL AND SPIGOT FITTINGS. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. CONDENSATE DRAIN PIPING LOCATED ON THE EXTERIOR SHALL BE TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS, WITH SOLDERED JOINTS (USE ONLY "LEAD FREE"). PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AT BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. SHOCK ARRESTOR: SIOUX CHIEF PER DRAWINGS WALL CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: ZURN, JONESPEC, JOSAM OR EQUAL. PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. / MODEL No. MARK S-1 SINK: (SINGLE COMPARTMENT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING SINGLE DAYTON D-11719 COMPARTMENT, 17x19x6 1/8 DEEP, PUNCHED FOR 3 HOLES, TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: CONCEALED BODY, ADJUSTABLE 8" CENTERS, SWIVEL CHICAGO FAUCET GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. ALL EXPOSED 786-GN2A-317, PARTS POLISHED CHROMIUM PLATED FINISH. 1.6 G.P.M. INTEGRAL FLOW CONTROL 3. TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH CLEANOUT. McGUIRE 4. SUPPLY. 3/8" ANGLE SUPPLY WITH PLASTIC VERTICAL TUBE, McGUIRE WHEEL HANDLE STOPS AND ESCUTCHEON. IM -1 ICE MAKER OUTLET BOX: 1 • RECESSED UNIT WITH ONE 1/2- VALVE (TOP SUPPLY) COLD OATEY 38681 WATER. FD -1 FLOOR DRAIN WITH AUTOMATIC TRAP PRIMER: 1. DRAIN: CAST IRON BODY WITH BOTTOM OUTLET COMBINATION ZURN ZN-415-P INVERTIBLE MEMBRANE CLAMP AND DEEP SEAL TRAP ADJUSTABLE TYPE NICKEL CAST BRONZE STRAINER, TRAP PRIMER CONNECTION. 2. PRIMER: ALL BRONZE BODY WITH INTEGRAL OPERATION ASSEMBLY ZURN Z-1022 WITH GASKETED BRONZE COVER. PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION SAN SAN SANITARY WASTE GL GL GREASE LINE SD SD STORM DRAIN RWL RWL RAIN WATER LEADER COND COND CONDENSATE DRAIN - CW COLD WATER - - HW HOT WATER DIRECTION OF FLOW ----- V ----- V VENT LINE SII_ VTR VENT THRU ROOF oc P -TRAP ®c FD FLOOR DRAIN BALL VALVE (FULL PORT) E CAPPED PIPE G RISER DOWN (ELBOW) 0+-- RISER UP (ELBOW) + BRANCH - TOP CONNEC11ON BRANCH - BOTTOM CONNEC11ON .+. BRANCH - SIDE CONNECTION POINT OF CONNECTION PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLA11ONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 2. PIPE ROUTING SHOWN ON THESE DRAWINGS IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. 3. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS AND MOUNTING HEIGHTS FOR COMPLIANCE WITH FLORIDA BUILDING CODE ACCESSIBILITY REQUIREMENTS. SINKS REQUIRED TO BE ACCESSIBLE SHALL BE MOUNTED WITH COUNTER RIM NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS NO MORE THAN 44 INCHES ABOVE THE FLOOR. FOR ALL OTHER FIXTURE MOUNTING HEIGHTS SEE PLUMBING FIXTURE SCHEDULE. 5. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 6. ALL VALVES, WATER HAMMER ARRESTORS, CONTROLS AND CLEANOUTS CONCEALED WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS SHALL HAVE 24 in. X 24 in. METAL ACCESS PANELS UNLESS INDICATED OTHERWISE ON DRAWINGS. PROVIDE UL 1 1/2 HOUR LABEL ACCESS PANELS IN 1 AND 2 HOUR CONSTRUCTION. 7. INSTALL SHUTOFF VALVES ON ALL WATER LINES IN THE FOLLOWING LOCATIONS: • ALL MAJOR BRANCH RUNS SUCH AS BRANCHES SERVING A FLOOR, WING, OR A MAJOR SECTION OF BUILDING. • ALL EQUIPMENT CONNECTIONS. • OTHER LOCATIONS AS MAY BE INDICATED ON DRAWINGS. 8. INSTALL BALANCING VALVES AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR PROPER BALANCING OF THE VARIOUS SYSTEM. 9. PLUMBING CONTRACTOR SHALL PROVIDE VALVE DIRECTORY WITH A TAG SCHEDULE SHOWING LOCATION OF EACH VALVE, TYPE, NUMBER, MANUFACTURER, FUNCTION AND ALL OPERATING POSITIONS. 10. PLUMBING CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH FLOORS, WALLS AND CEILINGS. EXTEND SLEEVES 2" in. ABOVE FLOORS. MAKE ALL SLEEVES FLUSH WITH WALLS AND CEILINGS. CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC., INCLUDING ROOF. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS. 11. PLUMBING CONTRACTOR SHALL PROVIDE CHROME PLATED HINGED ESCUTCHEON WITH SET SCREWS AT EACH EXPOSED PIPE PASSING THROUGH A WALL, FLOOR OR CEILING IN FINISHED PORTIONS OF THE BUILDINGS. 12. PLUMBING CONTRACTOR SHALL PROVIDE BELLOW TYPE WATER HAMMER ARRESTORS ON ALL HOT AND COLD WATER LINES. INSTALL IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES AND SUPPLY HEADERS AT PLUMBING FIXTURE GROUPS. LOCATE AND SIZE AS SPECIFIED OR AS SHOWN ON THE DRAWINGS AND WHERE NOT SHOWN, LOCATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARDS WH 201. 13. AT ADA FIXTURES WHERE SHOWN ON THE DRAWINGS, OR WHERE REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTIONS, PROVIDE PER -MANUFACTURED INSULATION KITS ON THE SUPPLIES, TRAP AND DRAIN AT LAVATORIES AND SINKS FOR HANDICAPPED PERSONS. 14. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF TEN FEET (10'-0") FROM ANY AIR INTAKE. 15. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 16. ALL HOT WATER AND HOT WATER RETURN LINES SHALL BE INSULATED WITH 1" WALL THICKNESS, PRE -SLIT, FLEXIBLE UNICELLULAR POLYOLEFIN FOAM PLENUM RATED ARMAFLEX INSULATION. 17. PLUMBING CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE, CAREFULLY STUDY THE PLUMBING DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS BEFORE BIDDING, NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR EXTRA WORK CLAIMS BECAUSE CONTRACTOR FAILED TO FOLLOW THESE DIRECTIONS. 18. EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM ORIGINAL AND AS-BUILTS DRAWINGS OF THE BUILDING. THESE DRAWINGS IN PART ARE UNVERIFIED AND FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY EXISTING INSTALLATIONS OF ALL DESCRIPTION AND MODIFY EXISTING PLUMBING SYSTEMS WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER NEW WORK. PROVIDE SHUT-OFF VALVES ON ALL PIPES AT THE POINT OF TIE-IN TO EXISTING SYSTEM. 19. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH OWNER IN ADVANCE. PLUMBING CONTRACTOR SHALL SUBMIT TIME THAT SERVICE WILL BE DOWN, AREA OF PIPING AND ANY EQUIPMENT THAT WILL BE AFFECTED. SCHEDULE ANY INTERRUPTION DURING NON-CRITICAL HOURS OR NOTIFY OWNER AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO INTERRUPTION. PUT INTERRUPTED SERVICES BACK INTO OPERATION AS SOON AS IS PRACTICAL. NO SHUT DOWN CAN BE DONE WITHOUT THE OWNER'S APPROVAL. 20. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING. CHANGES SHALL BE DONE IN AUTOCAD RELEASE 2007 OR ABOVE AND SUBMITTED TO THE OWNER AND GENERAL CONTRACTOR AT FINAL COMPLETION. SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC" CONSULTING ENGINEERS ESTABLISHED IN 1977 0. 09ht 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 0.09 0 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. GJG JHM issue date drawn by approved by project number REVISION SCHEDULE DATE I DESCRIPTION SPECIFICATIONS, SCHEDULES, P O . NOTES REGEND • PLUMBING shee1 t number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. 1111111t��,` 0ERTO •��r✓ENSF•;pG o.37313 •i �' AT OF : or FL d�q�� BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 MC000233 .. r n RA vv •r T v I . ... ... PHASE 1 WORK NOTES N NURSES' NOURISH DIR. OFFICE CO Tt fk PLUMBING DEMOLITION NOTES 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING PLUMBING SYSTEMS AS REQUIRED TO PERFORM NEW WORK. ALL FIXTURES, PIPING TRIM AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED LOCATION SUCH AS ABOVE CEILING AND BELOW FINISH FLOOR. PIPING SHALL BE CAPPED IN APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH USE. ALL CAPS SHALL BE AIRTIGHT AND WATERTIGHT. EXISTING SANITARY WASTE PIPING CAPPED BELOW SLAB SHALL NOT CREATE DEADENDS IN THIS BUILDING DRAINAGE SYSTEM. 3. PLUMBING CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND ADJACENT MATERIALS NOT INDICATED OR SCHEDULED TO BE REMOVED. 4. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING PIPING BROKEN DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. PLUMBING DEMOLITION NOTES 1Q EXISTING SINK TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE. O2 EXISTING WATER CLOSET TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE, O3 EXISTING LAVATORY TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE. ® EXISTING FLOOR DRAIN TO BE REMOVED AND TURNED OVER TO OWNER'S REPRESENTATIVE. 5O EXISTING DOMESTIC WATER FILTER FOR ICE MACHINE SUPPLY TO BE REMOVED AND RELOCATED. © EXISTING RAIN WATER LEADER FROM ABOVE TO BE RELOCATED. 70 EXISTING MEDICAL GAS PRESSURE ALARM PANELS SERVING "LABOR AND DELIVERY" AND DELIVERY ROOM/OPERATING TO REMAIN. (OXYGEN, VACUUM AND MEDICAL AIR) ® EXISTING ZONE VALVE BOX SERVING "LABOR AND DELIVERY" TO REMAIN. (OXYGEN, VACUUM AND MEDICAL AIR) NOTE: PLUMBING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING MEDICAL GAS OUTLETS, EQUIPMENT AND ALARM PANELS FROM CONSTRUCTION DUST AND DEBRIS DURING DEMOLITION AND RENOVATION PHASES OF PROJECT. SELECTIVE KEYNOTES Q CFRH m L & D Sanford, Florida PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 �pyright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 - EB 3089 2009 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. PERMIT SET 09-10-2010 GJG JAM issue date drawn by approved by 2010.038 REVISION SCHEDULE Al DATE I DESCRIPTION project number DEMOLITION PLAN P21 PLUMBING ■ sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION ANDIOR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ``,t%IIIIfill, i' P�gERT0 M 0� mak. ENS R No 313 T �.�� IDT•ice S -'M due " `.F FL''�i�1�1p.�`�< BURKE HOGUE MILLS, INC. 32746 407.333.2005 AAC000233 W W W B H M U S 0 M t T, COR T 15' N RELOCATED 4" RAIN WATER LEADER DOMI WITH CLEANOUT I -NEW 4" STOR o i BELOW SLAB o - -niniiiiiiiiiiiiii- - - i EXISTING STORM BELOW S i NURSE'S - STATION U ��R CEILING I ABpi / N5A G pN� GE1� GI�I� pl�� 10 Bp G tIIN� A6 GEII.IN E I I I 91 OpAR. f p CoPUE�SA o 8 RAID NSAf oT o� CON,G 000 51 NG EtJ 6IN G 115� NK S�J6 10QP 5I NK SANITARY WASTE RISER DIAGRAM NURSE LOUNGE 97 SCALE: NONE NOTE: IN PHASE 2 OF PROJECT PLUMBING CONTRACTOR SHALL RELOCATE EXISTING ICE MACHINE, WATER FILTRATION SYSTEM AND DUAL CHECK VALVE FROM TEMPORARY LOCATION IN NURSE LOUNGE 97 TO NEW NOURISHMENT ROOM. CAP TEMPORARY ICE MACHINE SUPPLY UNE ABOVE CEILING USING APPROVED CAPPING METHODS. �A00ER GGA> Lo�R A1ERTpR R�'.�R � ARRES U WA f f 5 Y ELG CH GA�IGJE`� �A� I Y I I , I LOLOG �. 9 DOMESTIC WATER RISER DIAGRAM SCALE: NONE I 3 I 1 G RY ANI TA P3 3� 5 5VNG 1 1 P.p•C• 1 1I E 1 2 SAS I �/L I E�15 tARY AR(S� ��I4, 5AN NOROO� SANITARY WASTE RISER DIAGRAM NOURISHMENT ROOM SCALE: NONE L LOCAF �o�R 2,H F 1� �` I ,.004 I L I , E� T � CORR. URI T1 312 ROOM DOMESTIC WATER RISER DIAGRAM NOURISHMENT SCALE: NONE N ['Ll 0 NURSES STATION J? CORR, T1 312 N SELECTIVE KEYNOTES p PLUMBING RENOVATION PLAN NOTES Q1 PLUMBING CONTRACTOR SHALL TIE NEW 3" SANITARY WASTE LINE BELOW SLAB INTO NEAREST EXISTING SANITARY WASTE LINE OF PROPER SIZE. CUT AND PATCH SLAB AS REQUIRED. Q2 PLUMBING CONTRACTOR SHALL TIE NEW 1 1/2" WASTE LINE AND NEW 2" VENT LINE INTO EXISTING VENTED SANITARY LINE OF PROPER SIZE. O3 PLUMBING CONTRACTOR TO RELOCATE EXISTING 4" RAIN WATER LEADER FROM ABOVE CEILING TO BELOW SLAB, PROVIDE CLEANOUT AT BASE. ® POINT OF CONNECTION (P.O.C.) PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NEW 4" STORM LINE BELOW SLAB. CONNECT NEW 4" STORM TO EXISTING 4" STORM LINE BELOW SLAB, CUT AND PATCH SLAB AS REQUIRED. 05 PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL NEW 4" RAIN WATER LEADER (RWL) ABOVE CEILING. TIE NEW RWL INTO EXISTING RWL ABOVE CEILING. © PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL A TEMPORARY 3/8" ID CONDENSATE TUBING LINE ABOVE CEILING. PROVIDE A INVERTED "U" AT HIGHEST POINT OF THE DISCHARGE LINE. DISCHARGE UNE TO BE ROUTED ABOVE CEILING, MAINTAINING A CONTINUOUS DOWNWARD SLOPE. TUBE IS TO BE SUPPORTED IN SUCH A WAY AS TO AVOID KINKING OR PINCHING LINE AND BLOCKING THE FLOW. Q7 RELOCATED ICE MACHINE, REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. ® TEMPORARY CONDENSATE PUMP FOR ICE MACHINE. CONDENSATE PUMP TO BE ZOELLER PUMP CO. MODEL NO. 520 (OR EQUAL). Q PLUMBING CONTRACTOR TO TIE NEW 1/2" DOMESTIC COLD WATER LINE INTO NEAREST EXISTING DOMESTIC COLD WATER LINE OF PROPER SIZE. PROVIDE AND INSTALL DOUBLE CHECK VALVE ASSEMBLY ON DOMESTIC COLD WATER ICE MACHINE SUPPLY LINE. WATTS MODEL NO. 719 (OR EQUAL). 10 EXISTING WATER FILTRATION SYSTEM. PLUMBING CONTRACTOR SHALL RELOCATE EXISTING WATER FILTER SERVING RELOCATED EXISTING ICE MACHINE. PLUMBING CONTRACTOR SHALL REFURBISH IF NECESSARY, IF REPLACEMENT IS REQUIRED, NEW WATER FILTRATION SYSTEM SHALL MATCH EXISTING OR HOSPITAL STANDARD. 11 PLUMBING CONTRACTOR SHALL TIE NEW 1/2" DOMESTIC HOT AND COLD WATER LINES INTO NEAREST EXISTING DOMESTIC HOT AND COLD WATER LINES OF PROPER SIZE. 12 PLUMBING CONTRACTOR SHALL TIE NEW DOMESTIC 1/2" COLD AND 1/2" HOT WATER LINES INTO NEAREST EXISTING DOMESTIC WATER LINE OF PROPER SIZE. 13 PLUMBING CONTRACTOR TO TIE NEW 1/2" DOMESTIC COLD WATER LINE INTO NEAREST EXISTING DOMESTIC COLD WATER LINE OF PROPER SIZE. RELOCATE EXISTING DOUBLE CHECK VALVE ASSEMBLY AND EXISTING WATER FILTRATION SYSTEM FROM TEMPORARY LOCATION IN NURSE LOUNGE 97. NOTE: PLUMBING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING MEDICAL GAS OUTLETS, EQUIPMENT AND ALARM PANELS FROM CONSTRUCTION DUST AND DEBRIS DURING DEMOLITION AND RENOVATION PHASES OF PROJECT. CFRH m L & D Sanford, Florida PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 pyright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 2009 0 Copyright — All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and JOB developed for use on and in connection with the specified project. None of the ideas, designs, #- arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. PERMIT SET 201 OmO38 09-10-2010 GJG JAM issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION RENOVATION PLAN P3N1 PLUMBING sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATION COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. �%%11111f1j/0I P�0ERTO No 313 P .� to . ', •A/��..� la, BURKE HOGUE MILLS, INC. ""fill 11� �,,``�� 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S C 0 M FH_1 ABBREVIATIONS HB FAI SUPPLY DUCT UP V o HC HANDICAPPED A AIR HE ID INSIDE DIAMETER, INDIRECT DRAIN VD AAV AUTOMATIC AIR VENT HAND -OFF -AUTOMATIC IN INCH VERTICAL AC AIR CONDITIONER VTR VENT THROUGH ROOF HR HOUR AIR CONDITIONING UNIT X-1ACU HVAC HEATING/VENTILATING/AIR CONDITIONING AD ACCESS DOOR, AIR DRYER RHC KW KILOWATT AFF ABOVE FINISHED FLOOR HWR HOT WATER RETURN WC AFG ABOVE FINISHED GRADE HEAT EXCHANGER WCO WALL CLEAN OUT AHU AIR HANDLING UNIT LAV LAVATORY ALUM ALUMINUM WPD LOR LIMIT OF REMOVAL AP ACCESS PANEL LWT LEAVING WATER TEMPERATURE APD AIR PRESSURE DROP ATC AUTOMATIC TEMPERATURE CONTROL M AV AIR VENT MAX MAXIMUM MBH THOUSAND BTU PER HOUR 101 MD MANUAL DAMPER BDD BACK DRAFT DAMPER MIN MINIMUM BOT BOTTOM M/S METERS PER SECOND BP BACKFLOW PREVENTER BTU BRITISH THERMAL UNIT FNW N NORTH FC -1 NA NOT APPLICABLE/NOT AVAILABLE C CELCIUS, DEGREE CELCIUS NO OR # NUMBER, NORMALLY OPEN CD CONDENSATE DRAIN NTS NOT TO SCALE CENT CENTRIFUGALNG NATURAL GAS CFM CUBIC FEET PER MINUTE 1-01 CH CHILLED WATER OA OUTSIDE AIR CLG CEILING OBD OPPOSED BLADE DAMPER CO CLEAN OUT OD OUTSIDE DIAMETER COND CONDENSATE OPER OPERATING COTG CLEAN OUT TO GRADE CW COLD WATER [P] P PUMP D PRS PRESSURE REDUCING STATION DB DRY BULB PRV PRESSURE REDUCING VALVE DCW DOMESTIC COLD WATER PSI POUNDS PER SQUARE INCH DEG DEGREE PSIG POUNDS PER SQUARE INCH GAUGE DELIV DELIVERY DF DRINKING FOUNTAIN FR_1 DG DOOR GRILLE RA RETURN AIR DHW DOMESTIC HOT WATER RD ROOF DRAIN DISC DISCONNECT REG REGISTER DN DOWN REF REFRIGERANT, REFERENCE DWV DRAIN, WASTE AND VENT PIPING RF RETURN FAN RH REHEAT, RELATIVE HUMIDITY RHC REHEAT COIL EA EXHAUST AIR, EACH RM ROOM EAT ENTERING AIR TEMPERATURE RPM REVOLUTION PER MINUTE ED EQUIPMENT DRAIN RTU ROOF TOP UNIT EDH ELECTRICAL DUCT HEATER RWL RAIN WATER LEADER EF EXHAUST FAN -1 EFF EFFICIENCY Fs ELEV ELEVATION S SINK ENT ENTERING SA SUPPLY AIR EWC ELECTRIC WATER COOLER SAN SANITARY EM ELECTRIC WATER HEATER SF SUPPLY FAN EWT ENTERING WATER TEMPERATRE S/FD SMOKE/FIRE DAMPER ST STEAM F-1 F FAHRENHEIT, DEGREE FAHRENHEITFT FCO FLOOR CLEAN OUT T THERMOSTAT FCU FAN COIL UNIT TEMP TEMPERATURE FD FIRE DAMPER, FLOOR DRAIN TG TRANSFER GRILLE FPB FAN POWERED BOX TH THERMOMETER FPM FEET PER MINUTE TP TRAP PRIMER FPS FEET PER SECOND TMV THERMOSTATIC MIXING VALVE F/SD FIRE/SMOKE DAMPER TYP TYPICAL FT FEET 101 [G7 UC UNDER CUT GPH GALLONS PER HOUR UH UNIT HEATER GPM GALLONS PER MINUTE UR URINAL FH_1 a HB HOSE BIBB SUPPLY DUCT UP V VENT, VOLT HC HANDICAPPED VAV VARIABLE AIR VOLUME HE HEAT EXCHANGER VD VOLUME DAMPER HOA HAND -OFF -AUTOMATIC VERT VERTICAL HP HORSEPOWER VTR VENT THROUGH ROOF HR HOUR EXHAUST DUCT DOWN HVAC HEATING/VENTILATING/AIR CONDITIONING W EXHAUST FAN ON ROOF RHC HWS HOT WATER SUPPLY WB WET BULB HWR HOT WATER RETURN WC WATER CLOSET HX HEAT EXCHANGER WCO WALL CLEAN OUT HZ HERTZ (CYCLES PER SECOND) WH WALL HYDRANT WPD WATER PRESSURE DROP 0_1 SUPPLY DIFFUSER Fr EXISTING SUPPLY DIFFUSER LJ 01 RETURN GRILLE Fr-- ;_511 EXISTING RETURN GRILLE F -I M.A.C. LEGEND r _ J EXISTING DUCTWORK i/�Z1� DEMO EXISTING DUCTWORK (HATCH DENOTES REMOVAL) NEW DUCTWORK LJ EXHAUST GRILLE SUPPLY DUCT UP FR LA EXISTING EXHAUST GRILLE SUPPLY DUCT DOWN RETURN DUCT UP SIDEWALL GRILLE OR LOUVER RETURN DUCT DOWN (AZ—EM DIFFUSER DESIGNATION EXHAUST DUCT UP TYPE CFM EQUIPMENT TAG EXHAUST DUCT DOWN QH HUMIDISTAT ®i EXHAUST FAN ON ROOF RHC REHEAT COIL -�— NEW THERMOSTAT BUTTERFLY VALVE QT —D�— GATE VALVE <Tl EXIST. THERMOSTAT --� rl— B POINT OF CONNECTION ALL OR GLOBE VALVE (EXISTING TO NEW)— CHECK VALVE SD DUCT SMOKE DETECTOR —SII— UNION FO FIRESTAT Q PRESSURE GAGE AND COCK �j MOTOR OPERATOR STRAINER — Y PATTERN W/ VALVE AND HOSE END CONN. AIR FLOW CD CONDENSATE DRAIN ETR EXISTING TO REMAIN —CHWS— CHILLED WATER SUPPLY (CHWS) I LOR LIMITS OF REMOVAL—CHWR-- CHILLED WATER RETURN (CHWR) HWS— HEATING WATER SUPPLY (HWS) EXISTING FIRE —HWR-- HEATING WATER RETURN (HWR) SPRINKLER HEAD FD NEW FIRE DAMPER 0 ELBOW UP 1FD G ELBOW DOWN EXIST. FIRE DAMPER I PIPE OFF BOTTOM OF PIPE F/SD I PIPE OFF TOP OF PIPE NEW FIRE/SMOKE DAMPER F/SD EXIST. FIRE/SMOKE DAMPER I SERVICES OUTAGE NOTES: PLANNED DISRUPTION OR SERVICE OUTAGES PART 1 - GENERAL 1.1 DESCRIPTION A. WORK INCLUDED: THIS SECTION APPLIES TO SITUATIONS IN WHICH THE CONTRACTOR OR THEIR REPRESENTATIVES, INCLUDING, BUT NOT NECESSARILY LIMITED TO SUPPLIERS, SUBCONTRACTORS EMPLOYEES AND FIELD ENGINEERS ENTER, HAVE ACCESS TO AND CONDUCT THEMSELVES ON THE OWNER'S PROPERTY. B. RELATED WORK: WORK AFFECTING THIS SECTION INCLUDES, BUT ARE NOT NECESSARILY LIMITED TO GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SECTIONS 1 OF THESE SPECIFICATIONS. 1.2 PLANNED DISRUPTIONS OR SERVICE OUTAGES A. PRIOR TO THE SHUTTING OFF, DISRUPTION, OR OTHERWISE MODIFYING THE FOLLOWING EXISTING SERVICES, THE CONTRACTOR MUST REQUEST AUTHORIZATION FROM THE OWNER'S AGENT, AT LEAST 72 HOURS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE. IF THE SHUT -DOWN IS ANTICIPATED TO BE A SHUT -DOWN OF MAJOR CONSEQUENCE OR AFFECT LARGE AREAS OF THE FACILITY, THE NOTICE MUST BE GIVEN ONE WEEK IN ADVANCE TO ALLOW FOR ADEQUATE PLANNING. ELECTRIC POWER (SERVICE) TO A BUILDING ELECTRIC CIRCUITS AND SUBFEEDERS WATER SEWER - SANITARY MEDICAL GASES: OXYGEN, NITROGEN, ANESTHESIA GASES, COMPRESSED AIR AND VACUUM. FIRE WATER FIRE ALARM OR SMOKE DETECTION TELEPHONE OTHER SERVICES NOT NOTED, ETC. B. THE SHUTDOWN REQUEST MUST BE IN WRITING. IT MUST INDICATE THE FOLLOWING: 1. BUILDING SERVICES TO BE AFFECTED. 2. SPECIFIC AREAS OF THE FACILITY TO BE AFFECTED. 3. DURATION OF THE DISRUPTION OF SERVICES 4. DESCRIPTION OF WORK TO BE PERFORMED. 5. NAME OF THE PERSON WHO, WILL SUPERVISE AND IS RESPONSIBLE FOR THE PROJECT. C. THE SHUT -DOWN REQUEST FORM MUST BE SIGNED AND ACCEPTED BY THE TWO PARTIES; HOSPITAL ENGINEERING AND THE CONTRACTOR'S SUPERVISOR. IF ALL PARTIES HAVE NOT SIGNED OFF, THERE WILL BE NO SHUT -DOWN. D. MEDICAL GAS SHUT -DOWN: WHEN MEDICAL GAS SHUT -DOWNS AFFECT OCCUPIED PATIENT CARE AREAS OF THE HOSPITAL, THE CONTRACTOR SHALL NOTIFY THE HOSPITAL'S PROJECT MANAGER OF THE ANTICIPATED DISRUPTION IN AMPLE TIME TO SCHEDULE A PROJECT PLANNING MEETING PRIOR TO THE SHUT -DOWN. THE PROJECT MANAGER WILL INVITE THE UNIT MANAGERS, RESPIRATORY SERVICES STAFF, ENGINEERING, SAFETY AND OTHERS TO ATTEND THE PLANNING MEETING. 1. THE SCOPE AND DURATION OF THE MEDICAL GAS SHUT -DOWN WILL BE ADDRESSED AT THE MEETING. CONTRACTOR WILL BE REQUIRED TO HAVE ADEQUATE INFORMATION INCLUDING DRAWINGS IF NECESSARY TO FULLY DESCRIBE THE SCOPE OF WORK. 2. RESPIRATORY SERVICES WILL DETERMINE IF THEY HAVE THE NECESSARY MATERIALS, EQUIPMENT AND STAFF ON HAND TO ADEQUATELY HANDLE THE DURATION OF THE SHUT -DOWN OR OTHERWISE INDICATE HOW MUCH TIME THEY WILL NEED TO PREPARE. 3. PRIOR TO THE SHUT -DOWN, ALL PARTIES MUST MEET AT A PRESCRIBED TIME AND PLACE TO CONFIRM ALL PREPARATIONS ARE IN PLACE TO BEGIN THE SHUT -DOWN. NO MEDICAL GAS SHUT -DOWN WILL PROCEED WITHOUT THE MED GAS CERTIFIER BEING ON SITE. 4. AS THE COMPLETION OF THE WORK, MED GAS CERTIFIER SHALL TEST AND PROVIDE WRITTEN REPORT AS TO THE SUCCESSFUL COMPLETION OF THE MODIFICATION TO THE MEDICAL GAS SYSTEMS. 5. WHEN RESPIRATORY SERVICES ASSESSES ALL AREAS AND DETERMINE THE SYSTEM IS FUNCTIONAL, PATIENT CARE STAFF MAY RETURN PATIENTS TO NORMAL OPERATIONAL SYSTEMS. DEMOLITION GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING MECHANICAL SYSTEMS AS REQUIRED TO PERFORM NEW MECHANICAL WORK. ALL DIFFUSERS, PIPING AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNERS REPRESENTATIVE. 2. DEMOLITION SHALL INCLUDE REMOVAL OF PIPING, DUCTWORK, CONTROLS, ETC. 3. EXISTING EQUIPMENT PROPOSED FOR RE -USE SHALL BE CLEANED, TESTED AND CALIBRATED BY THE HVAC CONTRACTOR. ANY DEFECTIVE PARTS SHALL BE REPLACED TO BRING UNITS UP TO GOOD OPERATING CONDITIONS. 4. EXISTING INSULATION THAT IS DAMAGED SHALL BE REPAIRED/REPLACED WHERE NECESSARY TO ENSURE CONTINUOUS INSULATION OVER ENTIRE SYSTEM. 5. COORDINATE WITH DIVISION 16 TO PERFORM ALL ELECTRICAL WORK NECESSARY TO REMOVE, RELOCATE OR INSTALL ANY EQUIPMENT OR SYSTEMS THAT HAVE ELECTRICAL POWER CONNECTIONS. HVAC GENERAL NOTES FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION, AIR CONDITIONING, AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS. THE ENTIRE SYSTEM AND ALL COMPONENTS SHALL HEREIN MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. MECHANICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS PORTION OF THE WORK. CODES, STANDARDS AND DESIGN MATERIALS: - FLORIDA BUILDING CODE, 2007 (WITH 2009 SUPPLEMENTS) - FLORIDA BUILDING MECHANICAL CODE, 2007 (WITH 2009 SUPPLEMENTS) - FLORIDA BUILDING PLUMBING CODE, 2007 (WITH 2009 SUPPLEMENTS) FLORIDA BUILDING FIRE PREVENTION CODE, 2005 NATIONAL FIRE CODES, NFPA 2005 (CHAPTER 13) ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION (STATE OF FLORIDA LATEST EDITION) NEPA 101 - (2005) - LOW PRESSURE DUCT CONSTRUCTION STANDARDS SMACNA 1996 REFER TO DRAWINGS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, ETC. SHALL BE OF THE BEST QUALITY, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THE SPECIFICATIONS. ALL SYSTEMS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED TRADES. EXISTING SYSTEMS SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS PARTIALLY UNVERIFIED. CONTRACTOR ASSUMES RESPONSIBILITY FOR FIELD VERIFICATION AND INVESTIGATION PRIOR TO SUBMITTING BID. DO NOT SCALE THESE PLANS. NOT ALL NEW OR EXISTING UTILITIES, PIPE, CONDUITS ETC, ARE NOT NECESSARILY SHOWN. WHERE EXISTING IS IN THE WAY OF NEW WORK PROVIDE RELOCATION OF UTILITY. PROVIDE NEBB OR AABC INDEPENDENT TEST AND BALANCE CONTRACTOR. EXISTING AIR AND WATER QUANTITY SHALL BE RE -BALANCED TO QUANTITIES INDICATED ON PLAN. MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. CONTRACTOR SHALL INSPECT ALL SYSTEMS AND EQUIPMENT WITHIN THE AREA OF WORK TO DETERMINE FITNESS FOR OPERATION. CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL FINISHED SYSTEM AS DESCRIBED. PATCH AND MAKE GOOD ALL LEAKS IN EXISTING PIPING. REPAIR AS REQUIRED TO RESTORE VAPOR BARRIER AND INSULATION SYSTEM. MECHANICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR ANY CORRECTIONS REQUIRED DUE TO CONFLICTS WITH OTHER TRADES WILL NOT BE RECOGNIZED. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL ICRA PLANS AND REQUIREMENTS. DUCTWORK SHALL BE GALVANIZED STEEL OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS. ALL DIMENSIONS ARE INSIDE NET FREE AREA. NEW AND RELOCATED THERMOSTATS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. DIFFUSER, REGISTER AND GRILLE INSTALLATIONS SHALL BE COORDINATED WITH OTHER TRADES. EXISTING DUCTWORK SHOWN IS FOR REFERENCE ONLY. VERIFY EXISTING LOCATIONS AND DUCT SIZES. ALL DUCT INSULATION SHALL COMPLY WITH FLORIDA MODEL ENERGY EFFICIENCY CODE. SHEETMETAL DUCT WILL INCLUDE 2" DUCT WRAP. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR FLORIDA MODEL EFFICIENCY CODES WHICHEVER IS STRICTER. ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE CAPPED UNTIL FINAL CONNECTIONS ARE MADE. ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE -FILTER AIR. FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. INSULATION USED WITHIN THIS PROJECT DESIGN MEETS THE CRITERIA AS PRESCRIBED IN 2007 FMC SECTIONS 604.1 THROUGH 604.13. ldlm� � ■ � w � rr 1k ff tri ■ / 1-00 IL / IL I O\ T r r\ 5C1LCC; I IVC Kt Y IVU I CZ) U PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISI•IED IN 1977 QC -yri ht 009 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 D Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and In connection with the specified project. None of the Ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. DHM JHM issue date drawn by approved by project number REVISION SCHEDULE DATE I DESCRIPTION LEGEND, SYMBOLS AND momi GENERAL NOTES sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURL, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. `,��11111/111�� BERTO 41 o�,`�': •��s✓ E NSF •..pGtn 0.3 13 i u' it * - AT OF i'r �� •. fgd'e �� FL P�lAlAB ` BURKE HOGUE MILLS, INC. 1111111110 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W w w B----- –H- —M -- . - - U__ _ - S~ - -0 M .MECHANICAL SPECIFICATIONS GENERAL MECHANICAL REQUIREMENTS DIVISION 15 .el:11.1:11:M_ DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL CONDITIONS AND DIVISION 1 SPECIFICATIONS APPLY TO WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION (DIV. 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE MECHANICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC., REQUIRED FOR HVAC CONTROLS. INSTALL DUCT SMOKE DETECTOR FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF AIR HANDLING UNITS EXCEEDING 20GOCFM AND WHERE INDICATED ON DRAWINGS. DETECTOR TO SHUT UNIT DOWN WHEN ACTIVATED. SUBSTITUTIONS EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS SPECIFIED STANDARD OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECTS THE ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BY THE MECHANICAL CONTRACTOR AND EQUIPMENT VENDOR WITH THE ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. FAILURE OF MECHANICAL CONTRACTOR AND VENDOR TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IT WILL NOT BE THE RESPONSIBILITY OF THE ELECTRICIAN TO COORDINATE REVISED ELECTRICAL REQUIREMENTS DUE TO EQUIPMENT CHANGES INITIATED BY THE MECHANICAL CONTRACTOR AND VENDOR. IN ADDITION, THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. CODES AND STANDARDS APPLICABLE CODES: — 2007 FLORIDA BUILDING CODE — MECHANICAL (WITH 2009 SUPPLEMENT) — 2007 FLORIDA BUILDING CODE — EXISTING BUILDING — NFPA 90A, 2002 EDITION — NFPA 72, 2002 EDITION (TO COVER THE AIR DUCT DETECTORS) — NFPA 101, 2006 EDITION THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. PRODUCTS REFER TO PLANS FOR NEW AND REUSED EXISTING EQUIPMENT. ALL NEW EQUIPMENT, ETC., SHALL BE AS SPECIFIED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THESE SPECIFICATIONS. ALL ELECTRICALLY POWERED EQUIPMENT SHALL BE U.L. OR E.T.L. LISTED. WORKMANSHIP ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE THE PREMISES BROOM CLEAN INSOFAR AS AFFECTED BY MECHANICAL WORK. ALL DUCTWORK AND PIPING NOT OPERATIONAL DURING CONSTRUCTION SHALL BE CAPPED UNTIL FINAL CONNECTIONS ARE MADE. ALL RETURN GRILLES ON ALL HVAC SYSTEMS BEING OPERATED DURING CONSTRUCTION SHALL HAVE FILTER MEDIA COVERING RETURN AIR OPENINGS TO PRE—FILTER AIR. FILTER MEDIA TO BE REMOVED AT THE COMPLETION OF CONSTRUCTION. SHOP DRAWINGS AND SUBMITTALS SUBMIT FOR ENGINEER'S APPROVAL, A MINIMUM OF 2 PRINTED COPIES OF SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES PRIOR TO PURCHASE AND/OR FABRICATION. ELECTRONIC VERSIONS ARE NOT ACCEPTABLE AND WILL BE RETURNED REJECTED. UN—REVIEWED. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS WHEN PROVIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE DUCTWORK SHOP DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. RECORD DRAWINGS CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION. RECORD DRAWINGS SHALL BE PROVIDED ON REPRODUCIBLE VELLUM AND AUTOCADD DRAWING FILES [RELEASE 2004 OR NEWER]. RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE AS—BUILT RECORD OF THE INSTALLED WORK. PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE RECORD DRAWINGS ARE DELIVERED. ACCESS DOORS CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN. 12 IN.X12 IN.) FOR DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FIRE RATED ACCESS DOORS IN FIRE RATED WALLS OR CEILINGS SHALL BEAR A U.L. LABEL FOR FIRE RATING REQUIRED. 1. WALL: ACORN NO. 8211—H3, DRYWALL TYPE, PRIME COATED STEEL, CONCEALED HINGE TYPE WITH ALLEN KEY LOCK ON REMOVABLE DOOR FOR PAINTED SURFACES. FOR 11LE USE ACORN NO. 8212—H1, SATIN FINISH 18-8 STAINLESS STEEL. FOR PLASTER WALLS, USE ACORN NO. 8212—H3 PRIME—COATED STEEL. 2. EXTERIOR AREAS: SMITH 4261, ZURN NO. Z-1460-15 CAST IRON SURFACE LEVEL ACCESS COVER ASSEMBLY WITH LIFTING DEVICE WITH Z-1450-8 FOR CONCRETE SURFACE. FOR ASPHALT CONCRETE OR EARTH SURFACE, USE ZURN NO. Z-1460-15 WITH Z1450-8. 3. FLOORS: SMITH 4930, ZURN NO. Z-1460-10 NICKEL BRONZE SCORIATED SECURED TOP ACCESS COVER WITH LIFTING DEVICE AND PERFORATED CONCRETE FLANGE. SIZE AS INDICATED ON DRAWINGS. USE ZURN NO. ZANB-1460-12 OR SMITH 4940 FOR HINGED NON—REMOVABLE SECURED COVER. EXECUTION COORDINATE AND SCHEDULE THE WORK WITH THE OWNER TO MINIMIZE DISRUPTIONS TO THE NORMAL OPERATIONS AT THE BUILDING. ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. ALL WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD—VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PROVIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE). ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. CLEANING, TESTING AND ADJUSTING: TEST AND BALANCE SHALL BE PERFORMED BY TEST AND BALANCE CONTRACTOR. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. THE TEST AND BALANCE CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF FINAL AHCA INSPECTION. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANUALS • OPERATING AND MAINTENANCE INSTRUCTIONS • SPARE PARTS LIST • COPIES OF WARRANTIES • WIRING DIAGRAMS • INSPECTION REPORTS & APPROVALS • SHOP DRAWINGS AND PRODUCT DATA • TEST AND BALANCE INFORMATION TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START—UP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. SYSTEM IDENTIFICATION PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATIONAL DEVICE AND DISCONNECT. THE LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. THE LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND %" FOR EQUIPMENT INFORMATION. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY DUCTWORK AND PIPE SUPPORTS, HANGERS, RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE, CLOTH WEBBING OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. HEATING JVENTILATINGJAIR CONDITIONING SPECIFICATIONS SCOPE OF WORK FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED CONSTANT VOLUME BOXES, AIR DISTRIBUTION AND DUCTWORK. EQUIPMENT: CONTROLS — CALIBRATE EXISTING CONTROLS ALL NEW CONTROLS SHALL BE PNEUMATIC TYPE CONTROLS TO MATCH CONTROLS IN THE AREA. COORDINATE MODIFICATIONS TO OWNER'S GRAPHICAL INTERFACE TO REFLECT SYSTEM MODIFICATIONS. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE DESIGN DRAWINGS. PRICE MAY BE SUBSTITUTED AS AN EQUAL GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. flivid CLilcT.l MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO LATEST EDITION OF SMACNA STANDARDS BASED ON THE FOLLOWING PRESSURE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 1. SUPPLY AIR: 2 IN. W.G. POSITIVE PRESSURE 2. RETURN AIR: 1 IN. W.G. NEGATIVE PRESSURE 3. EXHAUST AIR: 1 IN. W.G. POSITIVE/NEGATIVE PRESSURE ALL DIMENSIONS ARE INSIDE NET FREE AREA. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. PROVIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD CELINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE. THE CABLE OPERATORS SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO DAMPER SHAFTS AND DUCTWORK. THE OPERATOR SHALL BE INSTALL IN AN ACCESSIBLE LOCATION OR PROVIDED WITH AN ACCESS PANEL. THE REMOTE CABLE DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY OR EQUAL FROM VENTLOCK. FIRE DAMPERS: FIRE DAMPERS SHALL BE TYPE B CURTAIN TYPE, SUITABLE FOR EITHER VERTICAL OR HORIZONTAL INSTALLATION, WITH 20 GAUGE STEEL CHANNEL FRAMES, 24 GAUGE STEEL BLADES, AND 18 GAUGE STEEL ENCLOSURE WITH DUCT COLLARS. ALL PARTS GALVANIZED MILL FINISH. FIRE DAMPERS SHALL BE EQUAL TO RUSKIN TYPE IBD2 FOR WALLS UP TO 2 HOURS. INSTALL IN ACCORDANCE WITH NFPA-90A, TESTED IN ACCORDANCE WITH UL SAFETY STANDARD 555, % HOUR AND 4 HOUR PROTECTION, 1657 FUSIBLE LINK. FURNISH FIRE DAMPERS AND ACCESS DOORS THERETO IN ALL DUCTS PENETRATING ANY RATED CONSTRUCTION AND WHERE INDICATED ON DRAWINGS. USE FOLDING BLADE TYPE C IN HIGH VELOCITY ROUND DUCTS. USE FOLDING BLADE TYPE FOR SQUARE AND RECTANGULAR DUCTS, AS DETAILED. FIRE DAMPERS SHALL BEAR THE ONE—HOUR UNDERWRITER'S LABORATORY UL SAFETY STANDARD 555, % HOUR PROTECTION, 1657 FUSIBLE LINK. COMBINATION SMOKE/FIRE DAMPER: DAMPERS SHALL BE CLASS II FOR ALL LOCATIONS, WITH ACCESS DOORS. INSTALL IN ACCORDANCE WITH NFPA-90A TEST PROCEDURES. ALL SHALL HAVE UL LABEL FOR A COMPLETE ASSEMBLY. DAMPERS RATED FOR 1-1/2 HOUR PROTECTION WITH 165•F FUSIBLE LINK, EQUAL TO RUSKIN FSD60-2 WITH DSDN NO FLOW DUCT SMOKE DETECTOR. MOTOR OPERATOR VOLTAGE SHALL BE 120 VOLT UNLESS INDICATED ON PLANS. COORDINATE WITH FIRE ALARM AND ELECTRICAL CONTRACTORS. DESIGNER: NOTE TO VERIFY VOLTAGE WITH ELECTRICAL ACCESS DOORS FURNISH IN DUCTWORK AS INDICATED AND WHEREVER NECESSARY FOR PROPER ACCESS TO ALL INSTRUMENTS, CONTROLS, FIRE DAMPERS, MOTORIZED DAMPERS AND EQUIPMENT AND FOR CONVENIENT INSPECTION, MAINTENANCE AND REPLACEMENT OF SAME. SIZE SHALL BE AMPLE FOR USAGE. OPENINGS SHALL BE REINFORCED ON ALL SIDES WITH MATERIAL OR DUCTWORK IN WHICH DOORS ARE INSTALLED. HARDWARE — USE VENT LOK HARDWARE THROUGHOUT. ALL DOORS TO BE HINGED WITH BRASS PIN HINGES AND WITH QUICK OPENING LATCHES AS FOLLOWS: 1. REACH—IN DOORS TO 18 IN. HIGH. 2. TWO (2) #150 HINGES W/ONE #90 LATCH. HIGH VELOCITY FIRE DAMPER DOORS — DOORS SHALL OPEN TO INSIDE OF DUCT; BE HELD IN PLACE BY PRESSURE—SENSITIVE LATCHES FOR MANUAL OR VACUUM RELEASE; FURNISHED WITH CHAIN RETAINER AND HANDLE; SUCH AS UNITED TYPE AR -2. DOORS SHALL BE INSTALLED DOWNSTREAM OF DAMPERS WHEREVER POSSIBLE. 1IIRI11W:1111140 SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS—CORNING, MANVILLE, PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL. INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF: FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. INSTALL INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: • SUPPLY AND RETURN AIR IN UNCONDITIONED SPACE: 1.5" (R-6.5 MIN.) • SUPPLY AND RETURN AIR IN CONDITIONED INTERIOR SPACE: 1.0" (R-4.3 MIN.) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE—SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE. HEATING HOT WATER PIPING SPECIFICATION PIPING HEATING HOT WATER PIPING BETWEEN J" AND 2" IS TO BE CONSTRUCTED FROM TYPE 1" COPPER WATER TUBE (HARD TEMPER) (ASTOR B-88). PIPING BETWEEN 3" AND 12" IS TO BE CONSTRUCTED FROM SCHEDULE 40, BLACK STEEL PER ASTM A120 OR ASTM A53, A OR B, SEAMLESS. FITTINGS FITTINGS UP TO 2" ARE TO BE 150 LB., MALLEABLE IRON PER ASTM A197 SCREWED. OR WROUGHT COPPER FITTINGS WITH SOLDERED JOINTS. FITTINGS BETWEEN 2—J" TO 8• ARE TO BE SCHEDULE 40, BLACK SEAMLESS WELDING PER ASTM A234. UNIONS FOR PIPE SIZES UP TO 2" ARE TO BE 300 LB. W.S.P. BRASS GROUND JOINT TYPE, SCREWED, MALLEABLE IRON. BALL VALVES UP TO 2" ARE TO BE APOLLO FULL PORT, TWO PIECE 600 PSI BRONZE BODY STAINLESS STEEL BALL, WITH HANDLE EXTENSION AS REQUIRED TO CLEAR INSULATION, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE, SCREWED ENDS. 2—� VALVES ARE TO BE AMERICAN VALVE 4000 FULL PORT. INSULATION SHALL BE AS MANUFACTURED BY OWENS—CORNING, MANVILLE, SCHULLER, KNAUF, CERTAINTEED, PITTSBURGH CORNING, RDC, AND RUBATEX OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATION SHALL BE 1%' THICK PREFORMED SECTIONAL HEAVY DUTY DENSITY FIBERGLASS INSULATION AND FACTORY APPLIED VAPOR BARRIER, ALL SERVICE JACKET WITH PRESSURE SENSITIVITY SELF SEALING LONGITUDINAL LAP BUTT STRIPS. SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 & � t 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 • EB 3089 D Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, designs, JOBI: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. DHM JHM issue date drawn by approved by REVISION SCHEDULE DATE I DESCRIPTION project number MECHANICAL MOm2 SPECIFICATIONSsheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. `tt%►tlII#I,, 0ERTO p,4 foo ��` P�, .....• � 'ice 0 o, : �• ENSF••.. .3 313 u' • J/ � it ST E OF . to FL'.g�e�yfo:' 37Sjav�BURKE HOGUE MILLS, INC. �1p►i',�` 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S I& 1 I I EXIST. CA I 1 I I I I I +-29x16 J Fr �'-18x10 — — —�- I 11 I 10 25 C L_-'1 u I ' 1 I i 18x12—� 38x16 — I i�ffffi ��ff�ff 77771 ffx 21x161 1 I ° I - II All �� EXIST. CAV --- I 1 I " 190 J \-/2 WAY i — 1 I I I 1 I I= 10x8110x8----� J° 4-t _TI I------ ' -J L — -� I' I — -L `_- I i 38x16 ,-(2 I 118x8 �? x-21 x12 10x6 -I ------i----- 1 8 _ rl-�-- --- T I +0-16}c8 �— III \ 1 I II I 11 - I i 38x16' II I 8x41 k / IL ff I�f�fffff off I ° 1 I — — — — — — — I I I I DEMOLITION PLAN MECHANICAL SCALE: 1 /4" = 1'-0" GENERAL NOTES: 1. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATION AND SIZE OF EXISTING DUCTWORK. ANY DISCREPANCY THAT MAY ADVERSELY AFFECT THE PROJECT DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR RESOLUTION. DO NOT PRICE UNTIL RESOLUTION IS PROVIDED. KEYED NOTES: O1 REMOVE EXISTING RETURN DUCTWORK AT MAIN, AND PREPARE FOR NEW DUCTWORK. REMOVE EXISTING REGISTERS AND VOLUME DAMPERS. CAP AT LIMIT OF REMOVAL SYMBOL WERE NEW DUCTWORK WILL NOT BE CONNECTING. INSULATE PER SPECIFICATIONS. O2 REMOVE EXISTING SUPPLY DUCTWORK BACK TO LIMIT OF REMOVAL AND CAP AIRTIGHT TO MATCH EXISTING DUCT CONSTRUCTION WERE NEW DUCTWORK IS NOT CONNECTING IN NEW WORK. INSULATE PER SPECIFICATIONS. O3 EXISTING EXHAUST DUCTWORK TO BE REMOVED BACK TO LIMIT OF REMOVAL AND PATCHED TO MATCH EXISTING DUCT CONSTRUCTION. O4 EXISTING CONSTANT VOLUME CONTROL BOX (CAV) TO BE INSPECTED, CLEANED AND RETURNED CONDITION WHERE SCHEDULE AIRFLOWS CAN BE DELIVERED. An FAI I I I I 1 46x16 —q' i 4 I I 4, ' 60 80 I 1 120 J -- - EXIST. CAV29x161 1 — _ 940 CFM 1 6 18x10 — — — i ' — 18x12 38x16 —9- 1 0 -150 LJ 5 1 I I — — — ISR: _ _ — I — STAT ` -1 I x ( I D 360 1 4 1 1 4 1110 1 iGO g. _ I EXIST. CAV 10"o' J LOU LIrm VNI ----- --I --I-- J'+_ FETA __X I' I F. ' I i' 10) 1 190 STATI WAY � FI 00 I I LLL 1_ 1ox8 _ �oXB___- X] _ I I L ' _ ' I i 38x16 - [F/ oil 6 118x8 --,� �R N 140 1 B 140 1 �-21x121 I ---- I x 10x6 I -- i -----� I _I____0 OF I I I I I I � :I I 20 16x8 1 I I I I 1` 140 1 1 1 I i Kv 38x16 CE ID T I I I I — — —7 UL U� I I I I; SII 1 I I I I I I I 1 `---------I---I----I-- 11 _ 200 2 WAY I I RENOVATION PLAN MECHANICAL SCALE:1 /4" = 1'-0" GENERAL NOTES: 1. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATION AND SIZE OF EXISTING DUCTWORK. ANY DISCREPANCY THAT MAY ADVERSELY AFFECT THE PROJECT DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR RESOLUTION. DO NOT PRICE UNTIL RESOLUTION IS PROVIDED. 2. FABRIC FLEXIBLE DUCTWORK IS PERMISSIBLE ONLY ON SUPPLY AIR SYSTEMS. ALL RETURN AIR DUCTWORK SHALL BE RIGID GALVANIZED STEEL OR APPROVED METAL FLEX DUCTWORK. 3. EQUIVALENT ROUND OR RECTANGULAR DUCTWORK MAY BE USED. D KEYED NOTES= O1 CONNECT TO EXISTING SUPPLY AIR DUCTWORK WITH SPIN -IN FITTING WITH VOLUME DAMPER AND EXTEND NEW SUPPLY AIR DUCT TO NEW AIR DIFFUSER IN CEILING GRID. COORDINATE FINAL DIFFUSER LOCATION WITH CEILING OBSTRUCTIONS. 20 NEW RETURN AIR GRILLE LOCATED IN CEILING GRID. EXTEND NEW 10x6 DUCT TO CONNECT TO EXISTING ABOVE CEILING. PROVIDE NEW VOLUME DAMPER FOR 0 BALANCING. O3 EXTEND NEW 8"0 EXHAUST DUCT FROM EXISTING 10x8 EXHAUST MAIN TO NOURISHMENT ROOM. TERMINATE AT NEW EXHAUST GRILLE. COORDINATE FINAL GRILLE LOCATION WITH EXISTING AND/OR NEW OBSTRUCTIONS. O4 CONNECT TO EXISTING RETURN AIR DUCTWORK IN CORRIDOR AND EXTEND NEW DUCT INTO AREA OF WORK. PROVIDE OFFSETS AND RELOCATE EXISTING OBSTRUCTIONS TO FACILITATE THE INSTALLATION OF THE NEW RETURN DUCT. O5 FIELD LOCATE EXITING THERMOSTAT AND RELOCATE TO NEW LOCATION REFLECTED ON CONSTRUCTION DOCUMENTS. EXTEND EXISTING CONTROLS AS REQUIRED TO INSTALL IN NEW LOCATION. IF THERMOSTAT IS NOT IN OPERABLE CONDITION REPLACE WITH NEW EQUIVALENT TO MATCH BUILDING STANDARD. O EXISTING CONSTANT VOLUME BOX AND ALL AIR DISTRIBUTION DOWNSTREAM OF BOX TO BE BALANCED TO AIRFLOWS REFLECTED ON DESIGN DOCUMENTS. SELECTIVE KEYNOTES D PENINSULA ENGINEERING EERING I C. CONSULTING ENGINEERS ^ ESTABLISHED IN 1977 &-yri ht 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use an and in connection with the speclfled project. None of the Ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. DHM JHM issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION 1 11-01-10 AHCA COMMENTS DEMO/RENO M 2 1 MECHANICALsheet number ■ THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. `��IIIIItf1!!! ER -TO M 0 .• ENS G �: F • r -�13 cn0. : �: /IUWAV, ��BURKE HOGUE MILLS, INC. "'��i►111�1�� 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S C 0 M STRAP RM038 TRAPEZE HAN(`lS 1/2"MIN. �- STRAP OF ROD HANGER STRAPS —UNLESS FOOT OF STRAP I ANGLE IS PLACED UNDER A BOTTOM REINFORCEMENT — 60" MAX i > 60" 12" MAX. SPACING < I.–L 2" MIN. 10 SHEETMETAL SCREWS _1 2"fes MIN SIZE BOLT(S) L MAX. 10"-0" BOTTOM SCREWS MAY BE FOR LOAD ON CENTER OMITTED IF HANGER LOOPS WIRE F ROUND DUCT 1 1/2" STRAP WIRE STRAP LOAD RATED HANGER FASTENERS 1 1/2" STRAP IANGER RODIr-ROUND DUCT HANGER 1] ROUND DUCT 10" DIA. MAX 50" DIA. MAX 50" DIA. MAX BAND OF SAME SIZE AS HANGER STRAP DUCT SUPPORT DETAILS ROUND BRANCH DUCT VOLUME DAMPER SPIN–IN BELLMOUTH FITTING ROUND BRANCH "A" DUCT VOLUME DAMPER RECTANGULAR TO ROUND TAP FLOW "B" RETURI DUCTW SCALE: NONE BRANCH DUCT DETAILS SCALE: NONE PAINT INTERIOR OF DUCT BLACK. USE NON–TOXIC PAINT EQUAL TO NECK SIZE RETURN/EXHAUST AIR LACOUSTiCAL DEVICE (SEE SCHEDULE) CEILING TiLE RETURN GRILLE DETAIL NOT TO SCALE SPIN–IN BELL MOUTH SEAL AIRTIGHT WITH GLASS FAB AND MASTIC SPIN–IN FITTING WITH VOLUME DAMPER DRAWBAND CLAMP ' INSULATED DUCT SEAL PENETRATION MAIN BRANCH SPIN -IN COLLAR FITTING DETAIL NOT TO SCALE x PIVOT DAMPER a L`' (VD)0- w BEARING TRUNK DUCT–\ BRANCH DUCT QUADRANT LOCKING LEVER ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR FLOW RgVRN EXHAUST SUPPLY RETURN AND EXHAUST SCALE NOT TO SCALE VOLUME DAMPER RIGID DUCT CEILING J NEW DIFFUSER NOTE: DOES NOT PERMIT CONICAL FITTING. VOLUME DAMPER IANGER (TYP.) SUPPORT STRAP HANGER (TYP.) SUPPORT STRAP _: u RIGID DUCT CEILING NEW DIFFUSER CEILING DIFFUSER DETAIL NOT TO SCALE BAR JOISi 3–WAY MODULATING VALVE HWS/HWR we] w:PiN INSULATION SEAL AIRTIGHT INSULATION SEAL AIRTIGHT EXISTING FRAME NEW CONC. DECK DROP–IN ANCHOR INC ATR ZINC ATR HANGER EXISTING CONC. DECK I,L•LIe1:1Z ROD COUPLING POWDER DRIVEN STUD ZINC ATR PIPE HANGER PIPE HANGER DETAIL SCALE: NONE TO SPACE REHEAT COIL CONTROL vv... SEQUENCE OF OPERATION 1. BMS TO MONITOR AND CONTROL REHEAT COIL. 2. ZONE THERMOSTAT TO MODULATE CONTROL VALVE TO MAINTAIN SPACE TEMPERATURE SET POINT (ADJUSTABLE). 3. COIL DISCHARGE AIR TEMPERATURE TO BE MONITORED BY BMS. 4. BMS TO MONITOR SPACE TEMPERATURE. SELECTIVE KEYNOTES O MAIN DUCT DIFFUSERS, REGISTERS AND GRILLES SCHEDULE TRANSITION TO SIZE MAX. MAX. NC MAX. PD (IN. WG.) EQUAL TO DEPTH AND FINISH MANUFACTURER MODEL NUMBER WIDTH OF BRANCH DUCTS LOUVERED FACE SUPPLY DIFFUSER17 0.04 _ REFER TO PLANS WHITE TITUS TMS FOR BRANCH DUCT LOUVERED FACE SUPPLY DIFFUSER 17 0.04 12"x12"/8"0 STEEL SIZES 11TUS FLOW i 1 © RETURN/EXHAUST/TRANSFER GRILLE I 0.073 12"x12"/10"x10" STEEL WHITE TITUS 50F 1 VOLUME DAMPER RETURN/EXHAUST/TRANSFER GRILLE RECTANGULAR 0.095 24"x24"/14"x14" STEEL JWHITE BRANCH DUCT TiTUS 50F 1 NOTES: VOLUME DAMPER 1. USE TYPE "A" CONNECTION ONLY FOR BRANCHES TO – SINGLE DIFFUSERS, OR 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, AND GRILLES SHALL BE SECURELY SUPPORTED FROM THE GRILLES FROM THE MAIN. STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TiLE CEILING. 2. USE TYPE "B" OR "C" BRANCH FLOW WHERE BRANCH FLOW IS 20% OR LESS OF MAIN. "C" 3. USE TEE SPLIT WHERE BRANCH FLOW IS MORE THAN 20% OF MAIN. BRANCH DUCT DETAILS SCALE: NONE PAINT INTERIOR OF DUCT BLACK. USE NON–TOXIC PAINT EQUAL TO NECK SIZE RETURN/EXHAUST AIR LACOUSTiCAL DEVICE (SEE SCHEDULE) CEILING TiLE RETURN GRILLE DETAIL NOT TO SCALE SPIN–IN BELL MOUTH SEAL AIRTIGHT WITH GLASS FAB AND MASTIC SPIN–IN FITTING WITH VOLUME DAMPER DRAWBAND CLAMP ' INSULATED DUCT SEAL PENETRATION MAIN BRANCH SPIN -IN COLLAR FITTING DETAIL NOT TO SCALE x PIVOT DAMPER a L`' (VD)0- w BEARING TRUNK DUCT–\ BRANCH DUCT QUADRANT LOCKING LEVER ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR FLOW RgVRN EXHAUST SUPPLY RETURN AND EXHAUST SCALE NOT TO SCALE VOLUME DAMPER RIGID DUCT CEILING J NEW DIFFUSER NOTE: DOES NOT PERMIT CONICAL FITTING. VOLUME DAMPER IANGER (TYP.) SUPPORT STRAP HANGER (TYP.) SUPPORT STRAP _: u RIGID DUCT CEILING NEW DIFFUSER CEILING DIFFUSER DETAIL NOT TO SCALE BAR JOISi 3–WAY MODULATING VALVE HWS/HWR we] w:PiN INSULATION SEAL AIRTIGHT INSULATION SEAL AIRTIGHT EXISTING FRAME NEW CONC. DECK DROP–IN ANCHOR INC ATR ZINC ATR HANGER EXISTING CONC. DECK I,L•LIe1:1Z ROD COUPLING POWDER DRIVEN STUD ZINC ATR PIPE HANGER PIPE HANGER DETAIL SCALE: NONE TO SPACE REHEAT COIL CONTROL vv... SEQUENCE OF OPERATION 1. BMS TO MONITOR AND CONTROL REHEAT COIL. 2. ZONE THERMOSTAT TO MODULATE CONTROL VALVE TO MAINTAIN SPACE TEMPERATURE SET POINT (ADJUSTABLE). 3. COIL DISCHARGE AIR TEMPERATURE TO BE MONITORED BY BMS. 4. BMS TO MONITOR SPACE TEMPERATURE. SELECTIVE KEYNOTES O ANCHOR TO STRUCTURE LJ LJ HANGER RODS. LOCATED MIN. 2'-0" TO CLEAR ALL VALVE CONTROLS FLEX DUCT (TYPICAL) CAV /SUPPLY DUCT. SEE SEE PLAN FOR SIZE SIZE DUCT PER DRAWINGS PLAN FOR SIZE VPROVIDE TRANSITION AS REQUIRED CAV CONNECTION DETAIL NO SCALE CLOSE CEILING SR SEAL ALL JOINTS PERIMETER WiTH D CLOSE OPEN DUCTS POLY. SEAL WITH DU SEAL AROUND ALL PIPE A'. PENETRATIONS IN THE PAF BARRIER WITH DUCT TAPE CLOSE SPA rl rfr -Mf-A Trr% 1AI^^r, \1 All rn TYPICAL VISOUEEN DUST PROOF PARTITION "A SUPPORT STRAP. INSTALL A MINIMUM OF 6'-0" ON CENTER. DO NOT "KINK" FLEX DUCT SAG MAX AT 1' PER 10'-0" CONNECT TO EXISTING DUCTWORK TAPE OR PANDUIT CONNECT10N TAPE OR PANDUIT CONNECTION AT AIR DEVICE COLLAR AND AT AIR DEVICE COLLAR AND SEAL AIR TiGHT SEAL AIR TIGHT CEILING J FLEXIBLE DUCT CONNECTION DETAIL NO SCALE 3/8 " BALL VALVE AIR VENT T&P (3—WAY CONTROL VALVE TAP REFER TO DRAWING FOR RUNOUT PIPE SIZES. I � UNIUN t I THUAL)yhl'Y BALANCING VALVE (TYP) WSBALL VALVE (TYPICAL) TEMPORARY FLUSHING LOOP, CONNECTION, LINE SIZE. REMOVE AND CAP WHEN SYSTEM IS PROVEN CLEAN FROM FLUSHING. NOTE: TERMINAL BOXES AND FOR DUCT DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. MAX. NC MAX. PD (IN. WG.) SIZE INCHES (Face/Neck) MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS QA LOUVERED FACE SUPPLY DIFFUSER17 0.04 24"x24"/10"0 STEEL WHITE TITUS TMS 1 © LOUVERED FACE SUPPLY DIFFUSER 17 0.04 12"x12"/8"0 STEEL WHITE 11TUS TMS 1 © RETURN/EXHAUST/TRANSFER GRILLE 25 0.073 12"x12"/10"x10" STEEL WHITE TITUS 50F 1 QD RETURN/EXHAUST/TRANSFER GRILLE 25 0.095 24"x24"/14"x14" STEEL JWHITE TiTUS 50F 1 EXISTING DIFFUSER/GRILLE TO REMAIN NOTES: 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, AND GRILLES SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TiLE CEILING. ANCHOR TO STRUCTURE LJ LJ HANGER RODS. LOCATED MIN. 2'-0" TO CLEAR ALL VALVE CONTROLS FLEX DUCT (TYPICAL) CAV /SUPPLY DUCT. SEE SEE PLAN FOR SIZE SIZE DUCT PER DRAWINGS PLAN FOR SIZE VPROVIDE TRANSITION AS REQUIRED CAV CONNECTION DETAIL NO SCALE CLOSE CEILING SR SEAL ALL JOINTS PERIMETER WiTH D CLOSE OPEN DUCTS POLY. SEAL WITH DU SEAL AROUND ALL PIPE A'. PENETRATIONS IN THE PAF BARRIER WITH DUCT TAPE CLOSE SPA rl rfr -Mf-A Trr% 1AI^^r, \1 All rn TYPICAL VISOUEEN DUST PROOF PARTITION "A SUPPORT STRAP. INSTALL A MINIMUM OF 6'-0" ON CENTER. DO NOT "KINK" FLEX DUCT SAG MAX AT 1' PER 10'-0" CONNECT TO EXISTING DUCTWORK TAPE OR PANDUIT CONNECT10N TAPE OR PANDUIT CONNECTION AT AIR DEVICE COLLAR AND AT AIR DEVICE COLLAR AND SEAL AIR TiGHT SEAL AIR TIGHT CEILING J FLEXIBLE DUCT CONNECTION DETAIL NO SCALE 3/8 " BALL VALVE AIR VENT T&P (3—WAY CONTROL VALVE TAP REFER TO DRAWING FOR RUNOUT PIPE SIZES. I � UNIUN t I THUAL)yhl'Y BALANCING VALVE (TYP) WSBALL VALVE (TYPICAL) TEMPORARY FLUSHING LOOP, CONNECTION, LINE SIZE. REMOVE AND CAP WHEN SYSTEM IS PROVEN CLEAN FROM FLUSHING. NOTE: TERMINAL BOXES AND FOR DUCT MOUNTED HOT WATER HEATING COILS. PIPING AT REHEAT COIL DETAIL NOT TO SCALE PENINSULA ENGINEEMNIG INC" CONSULTING ENGINEERS ESTABLISHED IN 1977 �2 09ht 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 - 407.246.1688 EB 3089 p Copyright — All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and JOBS: developed for use on and in connection with the specified project None of the ideas, designs. arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. DHM JHM issue date drawn by approved by REVISION SCHEDULE DATE DESCRIPTION 1 11-01-10 AHCA COMMENTS project number DETAILS AND M3E1 SCHEDULES sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. `,�11111111//f �'.•ENS��..Gt�`N p 7313 OF UJ – 0.o, r. 19S®.cA•' �'' Pj�, FL'�,ijSP�l�r�,I�`� BURKE HOGUE MILLS, INC. if 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S C O M SYSTEM NO. W -L-1001 (FORMERLY SYSTEM NO. 147) F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS - 0, 1, 2, 3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT SECTION A -A t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iONI PPE - NOM 24 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. COMM - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. D. COPPER TUBM - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. THROUGH! PBNETRATNG PRODUCT* - THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE USED: t NOM 2 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. OMEGA FLEX NO. 2 NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. TITS( CORP. A BUDDY CO. 3 NOM 1 IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. WARD MFG. INC. & FLL VOD OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1 /4,1-7/8 AND 2-1 /2 IN. THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PPE OR CONDUIT DIAM IK F RATING HR T RATING FIR 1 1 or 2 0+, 1 or 2 1 3 or 4 3 or 4 4 1 or 2 1 0 6 3 or 4 1 0 12 1 or 2 1 0 + WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 3M COMPANY - CP 25 WB+ CAULK OR FB -3000 WT SEALANT. *BEARING THE UL CLASSIFICATION MARKING NOTE: CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. SYSTEM NO. CAJ1027 (FORMERLY SYSTEM NO. 202) F RATINGS - 3 HR T RATING - 0 HR SECTION A -A 1 FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK LIGHT WEIGHT OR NORMAL WEIGHT (100- 150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF THROUGH OPENING IS 12-1/4 IN. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2 THROUGH P - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MIN ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF OPENING IS 0 IN. (POINT CONTACT). MAX ANNULAR SPACE IS DEPENDENT ON PIPE, CONDUIT OR TUBING TYPE AND SIZE AS WELL AS THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE BELOW. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT. C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING -NOM 3 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 3 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR DUCTILE PIPE. PPE CONDUIT OR TUBING TYPE MAX NOM PPE CO DIRT OR TUBING DIAM, N. F RATNG HR MAX ANNULAR SPACE N. A or F 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D AND E 3 3 3/4 D AND E 3 2 7/8 3. FILL, VOID, OR CAVITY MATERIALS* - PUTTY - MOLDABLE PUTTY MATERIAL KNEADED BY HAND AND APPLIED TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN., FLUSH WITH TOP SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL. MINNESOTA MINING & MFG. CO. - MPS -2+. *BEARING THE UL CLASSIFICATION MARKING NOTE CONTRACTOR SHALL PROVIDE A UL LISTED 3M FIRE SEALANT OR APPROVED EQUAL. ABOVE DRAWING REPRESENTS A 3M PRODUCT AND IT'S INSTALLATION. MATERIAL IS TYPICAL OF ONE METHOD OF FIRE PROTECTION AND IT'S INSTALLATION. CONTRACTOR SHALL CONFIRM WITH 3M (MINNESOTA MINING & MFG. CO.) OR APPROVED EQUAL FOR THE EXACT MATERIAL, REQUIREMENTS, AND INSTALLATION INSTRUCTIONS FOR THE SPECIFIC TYPE OF INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THESE DOCUMENTS UPON REQUEST. ELECTRICAL SPECIFICATIONS - DIVISION 16: SECTION 16000- GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN BASE BID. B. CODES AND STANDARDS 1. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS WHICH GOVERN THE WORK. 2. THE APPLICABLE GOVERNING AUTHORITIES LAWS, ORDINANCES, CODES, RULES AND REGULATIONS SHALL CONSIST BASICALLY OF, BUT NOT LIMITED TO, THE FOLLOWING (LATEST EDITIONS): 3. NFPA-70-2008, NATIONAL ELECTRICAL CODE. 4. NFPA-99-2005, STANDARD FOR HEALTH CARE FACILITIES 5. NFPA-101 (2006), LIFE SAFETY CODE. 6. NFPA-110 (2005), STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. 7. NFPA 241 (2004), STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. 8. NFPA-1 UNIFORM FIRE CODE, 2006 9. CHAPTER 59A-3, 2007 FLORIDA ADMINISTRATIVE CODE 10. CHAPTER 395, FLORIDA STATUTES 11. CHAPTER 780, LIGHTNING PROTECTION CODE (2004). 12. 69A-53, F.A.C., STATE FIRE PREVENTION CODE (2007). 13. NFPA-72-2002, NATIONAL FIRE ALARM CODE. 14. 2007 FLORIDA FIRE PREVEN11ON CODE AND THE CURRENT ADOPTED CODES AND STANDARDS BY iNE STATE OF FLORIDA. 15. 2006 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES. 16. FLORIDA BUILDING CODE 2007 CHAPTER 419. 17. FLORIDA AMERICANS WITH DISABILITIES, 2007 AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS. 18. LATEST EDITION OF ALL OTHER NFPA ARTICLES NOT LISTED, AS ADOPTED BY THE STATE FIRE MARSHALL. 19. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENTS AND LOCAL AMMENDMENTS. 20. AMERICANS WITH DISABIUTY ACT, JANUARY 26, 1992. 21. ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH ALL ANSI STANDARDS ADOPTED BY THE GOVERNING AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO SPECIAL REQUIREMENTS FOR FIRE ALARM, ELEVATORS AND HANDICAP PERSONS. 22. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPLICABLE GOVERNING AUTHORITIES, LAWS, ORDINANCES, CODES, RULES, REGULA11ONS AND STANDARDS. WHERE DISCREPANCIES OCCUR, NOTIFY THE ARCHITECT/ENGINEER, IN WRITING, AND ASK FOR INTERPRETATION A MINIMUM OF TEN DAYS PRIOR TO THE BID OF THE CONTRACT DOCUMENTS. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR SHALL MEET THIS INTENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR WORK REQUIRED FROM INTERPRETATIONS OF DISCREPANCIES AFTER THE BID. 23. REQUIREMENT OF THE CITY OF ORLANDO C. PERMITS AND INSPECTIONS: OBTAIN AND MAKE ALL PAYMENTS FOR PERMITS AND INSPECTIONS REQUIRED. AT THE COMPLE11ON OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE ELECTRICAL WORK, PROVIDE EVIDENCE OF FINAL INSPECTION AND APPROVAL BY THE AUTHORITIES HAVING JURISDICTION. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. F. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION IS NOT ACCEPTABLE. G. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR SUBMITTING A BID. H. PROVIDE TEMPORARY POWER AND LIGHTING. INCLUDE PERMITS AND UTiUTY COMPANY FEES FOR TEMPORARY SERVICES WITHIN BASE BID. I. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME WITH THE OWNER PRIOR TO BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. J. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. K. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. L. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND TELECOMMUNICATION COMPANY FOR LOCATIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, SUB CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE SPECIFICATIONS. N. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION. 0. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK. P. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST 10 DAYS PRIOR TO BID DATE. SECTION 16050 - BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. NO PVC, BX OR MC CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS EVERY 200' LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE CROSSED. B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #1OAWG FOR BRANCH CIRCUITS OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT CONDUCTOR, AND BE WIRED WITH COLOR- CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: 120/240 VOLT 10: PHASE A - BLACK: PHASE B - RED NEUTRAL - WHITE; GROUND - GREEN. 120/208 VOLT 30: PHASE A - BLACK: PHASE B - RED; PHASE C - BLUE; NEUTRAL -WHITE; GROUND - GREEN. 277/480 VOLT 30: PHASE A -BROWN; PHASE B - ORANGE; PHASE C - YELLOW; NEUTRAL - LIGHT GREY, GROUND - GREEN. A DEDICATED NEUTRAL CONDUCTOR SHALL BE INSTALLED FOR ALL CIRCUITS DEDICATED OR NOT. NO SHARING OF THE NEUTRAL SHALL BE PERMITTED. C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID- TIGHT, FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: CONNECTED DEVICES HEIGHT AFF AT DEVICE CENTER 1. ELECTRICAL OUTLETS 18" 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" 3. TELEPHONE 18" 4. WALL TELEPHONE 54" 5. LIGHT SWITCHES 46" 6. THERMOSTATS SEE MECH SPECS 7. FIRE ALARM DEVICES - 80" TO BOTTOM OF GLASS/& PER LATEST ADA REGULATIONS 8. DISCONNECT SWITCHES 60" TO TOP 9. PANELBOARDS 72" TO TOP 10. EXIT SIGNS AS NECESSARY 11. SPECIAL DEVICES AS NECESSARY D. DISCONNECT SWITCHES: HEAVY DUTY, FUSED OR NON-FUSED AS CALLED FOR ON PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE NEMA -1 INDOORS AND NEMA -3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE PROVIDED WITH GROUND KIT. E. PROVIDE PANELBOARDS OF THE DEAD FRONT TYPE, NO LESS THAN 20 INCHES WIDE AND 5 3/4 INCHES DEEP WITH QUANTITY OF BRANCH CIRCUITS/CIRCUIT BREAKERS AS INDICATED ON THE PANELBOARD SCHEDULE WITH THE VOLTAGE. PHASE AND AMPERE RATING AS REQUIRED. ALL PANELBOARDS SHALL HAVE PHASE SEQUENCE CIRCUITS AND BOLT -ON CIRCUIT BREAKERS. MAIN BREAKERS SHALL BE MOLDED CASE. CIRCUIT BREAKERS FEEDING HVAC LOADS SHALL BE HACR TYPE. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED AT COMPLETION OF THE PROJECT. F. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, LUGS SIZES/ NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. G. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL. MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN REASONABLY BALANCED LOAD CONDITION. SATISFACTORY TO THE UTILITY COMPANY. . ENGINEER, OWNER AND INSPECTION AGENCIES DOCUMENT ALL SAID LOAD ADJUSTMENTS. H. MANUFACTURERS: BASE OF DESIGN IS SQUARE D. I. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION REQUIREMENTS. J. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE FURNISHED WITH LAMPS INSTALLED. CLEAN, RELAMP AND REFURBISH AS REQUIRED FOR LIGHT FIXTURES THAT ARE ETR OR NL. K. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE BY MEANS OF EXOTHERMIC WELD. L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE, TV AND DATA OUTLETS. PROVIDE INSULATING BUSHINGS AT BOTH ENDS AND PULL STRING. N. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF OR NUMBER REQUIRED BY LOCAL JURISDICTION. CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3 -RING BINDER WITH A FRONT PAGE FOR EACH CATEGORY WITH SPACE FOR ENGINEER'S STAMP AND COMMENTS. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED USING APPROVED FIRE SAFEING COMPOUND. REFER TO LIFE SAFETY FLOOR PLAN FOR LOCATION OF FIRE RATED PARTITIONS. P. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR PLENUM RETURN FIRE RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF F.M.C. Q. PROVIDE DISK FILE ON CAD 2000 RELEASE WITH "AS BUILT" ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT. R. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. S. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. T. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE MARSHALL. INCLUDE CONTINGENCY FOR 2 ADDITIONAL EXIT LIGHTS AND 2 ADDITIONAL EMERGENCY. U. PROVIDE SWITCHBOARDS WITH THE VOLTAGE AND AMPERE RATINGS FOR THE MAIN BREAKER, THE MAIN BUS AND THE FEEDER BREAKERS AS INDICATED ON THE ONE -LINE POWER RISER DIAGRAM. 1. BUS BARS OF SILVER-PLATED COPPER OR TiN-PLATED ALUMINUM. 2. MOLDED CASE BREAKERS FOR THE MAIN AND FEEDERS. 3. BUS BARS OF SILVER-PLATED COPPER OR TiN-PLATED ALUMINUM. 4. PROVISIONS FOR PAD LOCKING THE CIRCUIT BREAKER HANDLES ON THE "ON" AND "OFF" POSITION. 5. PROVIDE RUBBER INSULATION FLOOR MAT IN FRONT OF SWITCHBOARD FOR ENTIRE LENGTH OF CENTER AND 4 FEET WIDE. V. SWITCHBOARDS, MOTOR CONTROL CENTERS AND TRANSFORMERS SHALL BE MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS. HOUSEKEEPING PADS SHALL EXTEND AT LEAST 2" BEYOND ALL SIDES, FRONT AND BACK OF THE EQUIPMENT EXCEPT WHERE EQUIP. EXTENDS TO WALLS. EXTENSIONS BEYOND SIDES OF THE EQUIPMENT SHALL BE BEVELED. W. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC. SHARED NEUTRAL SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. X. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN BASE BID. Y. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. Z. SERVICE LATERALS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 18 IN. (457 MM) OR MORE BELOW GRADE SHALL HAVE THEIR LOCATION IDENTIFIED BY A WARNING RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 12 IN. (305 MM) ABOVE THE UNDERGROUND INSTALLATION. AA. REVIEW AND COORDINATE WITH DIV. 15 DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC., REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. BB. PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC STRIKE DOOR LOCATION AND TO ACCESS CONTROL SYSTEM PANEL. ACCESS CONTROL SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN FAIL SAFE POSITION WHENEVER FIRE ALARM SYSTEM IS ACTIVATED OR BUILDING POWER FAILS. PROVIDE "PUSH -TO -EXIT" PUSHBUTTON AND MOTION DETECTOR AT EACH ACCESS DOOR LOCATION. INTERLOCK WITH FIRE ALARM SYSTEM. CC. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. DD. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING DEPARTMENT ELECTRICAL PERMIT FORMS. EE. PROVIDE AND INSTALL PHASE LOSS PROTECTORS WITH AUTO RESET FOR ALL 10 AND 30 EQUIPMENT SHOWN ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. HOSPITAL SPECIAL REOUIREMENTS: 1. NOTIFY HOSPITAL PROJECT COORDINATOR WHEN PROJECT IS TO COMMENCE & PROVIDE PROPOSED PROJECT SCHEDULE. 2. MEET WITH AND REVIEW PROGRESS OF CONSTRUCTION & AS -BUILT RECORD DRAWINGS WITH (& AT A FREQUENCY SET BY) HOSPITAL PROJECT COORDINATOR. 3. PROVIDE WRITTEN NOTIFICATION TO HOSPITAL PROJECT COORDINATOR OF TiMES & DATES FOR BUILDING INSPECTIONS OR REVIEW OF CONSTRUCTION BY AUTHORITIES HAVING JURISDICTION. 4. PROVIDE COMPLETED HOSPITAL ENGINEERING DEPARTMENT EQUIPMENT REGISTRATION FORMS FOR ADDITION, DELETION, RELOCATION OR PROVISION OF NEW ELECTRIC CIRCUITS, ELECTRICAL PANELS, VALVES OR OTHER EQUIPMENT. BLANK FORMS ARE AVAILABLE FROM HOSPITAL ENGINEERING DEPARTMENT. 5• COMPLY WITH HOSPITAL ENGINEERING DEPARTMENT STANDARDS FOR EQUIPMENT / POWER PANEL / SYSTEM PANEL / DISCONNECT NAMEPLATiNG, PIPE LABELING, & VALVE TAGGING. 6. MAKE CONNECTIONS TO EXISTING SYSTEMS AT APPROVED TiMES MINIMIZING DURATION OF INTERRUPTION TO EXISTING SERVICES. OBTAIN WRITTEN APPROVAL FOR 11ME & DURATION OF A SCHEDULED SHUTDOWN FROM HOSPITAL ENGINEERING DEPARTMENT. 7. COMPLY WITH HOSPITAL POLICIES AND PROTOCOLS FOR CONSTRUCTION AND INFECTIOUS CONTROL. COORDINATE WITH HOSPITAL. 8. HOSPITAL SHALL SUBMIT COPIES OF THEIR CONSTRUCTION STANDARDS AND INFECTIOUS CONTROL RISK ASSESSMENT TO AHCA FOR REVIEW. 9. FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL ALWAYS BE ACTIVE. HEADS MAY BE COVERED DURING HOURS OF CONSTRUCTION BUT THE COVERS SHALL BE REMOVED AT THE END DAY. IF THIS IS IMPOSSIBLE, THEN INSTALL A FIRE WATCH TiLL THESE SYSTEMS ARE ACTIVE. 10. IF THE FIRE ALARM OR SPRINKLER SYSTEMS IS OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TiME (I.E. GREATER THAN FOUR HOURS) THEN A FIRE WATCH SHALL BE INSTALLED. SEE NFPA 101 ITEM 9.6.1.8 AND 9.7.6. 11. DOCUMENT THE TYPE OF FIREPROOFING METHOD BEING UTILIZED ON THE STRUCTURAL FRAME FOR THESE AREAS UNDER RENOVATION, (I.E. SELF PROTECTING, SPRAY -ON FIRE PROOFING, OR MEMBRANE). A. SELECT THE FIRE RATING FOR THE SPRAY -ON FIREPROOFING FOR TYPICAL UL ASSEMBLY (I.E. COLUMNS AND BEAMS) IN CASE PATCHING IS REQUIRED. B. IF A FIRE RATED MEMBRANE IS BEING EMPLOYED, DOCUMENT ITS UL LISTED ASSEMBLY. 12. NO ITEMS OR MATERIALS SHALL BE STORED IN THE EXIT DISCHARGE OR PATH TO THE PUBLIC WAY. 13. THE EXIT ACCESS CORRIDOR SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TiMES. 14. ANY DAMAGE FOUND TO EXISTING WALLS, SHALL BE REPAIRED TO THEIR ORIGINAL FIRE RESISTANT CONDITION. EQUIPMENT NOTE= PANELS, BREAKERS, FUSES, DISCONNECTS AND ALL ELECTRICAL DEVICES AND EQUIPMENT SPECIFIED IN THESE PLANS ARE DESIGNED TO MEET THE FAULT CURRENT AND COORDINATION STUDIES COMPLETED BY PEI. ANY CHANGES FROM THE SPECIFIED EQUIPMENT COULD RESULT IN AN ELECTRICAL SYSTEM NOT MEETING ALL REQUIREMENTS ENFORCED BY NEC, AHCA AND OTHER JURISDICTIONS. CONTACT THE ENGINEER IF PROPOSED EQUIPMENT IS DIFFERENT THAN THAT SPECIFIED AS THIS COULD WARRANT AN ADDITIONAL COST TO THE CONTRACTOR FOR NEW FAULT CURRENT AND/OR COORDINATION STUDIES. EXISTING SUBSCRIPT LEGEND: ETR EXISTING DEVICE/LIGHT AND ASSOCIATED CIRCUIT WIRING TO REMAIN. PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED, IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT TO REMAIN. ERL EXISTING DEVICE/LIGHT TO BE RELOCATED. JUNCTION AND EXTEND EXISTING CONDUIT AND WIRING TO NEW LOCATION AS REQUIRED. NL NEW LOCATION OF EXISTING DEVICE/LIGHT. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED. (PROVIDE NEW SWITCHING AS INDICATED) R EXISTING DEVICE/LIGHT TO BE REMOVED. WHERE EXISTING EQUIPMENT TO REMAIN IS FED VIA EXISTING EQUIPMENT TO BE REMOVED, PROVIDE ALL NECESSARY EXTENSION OF CONDUIT AND WIRING AS REQUIRED IN ORDER TO MAINTAIN CIRCUIT CONTINUITY TO EXISTING EQUIPMENT. RPL EXISTING DEVICE/LIGHT TO BE REPLACED. EXISTING CIRCUIT WIRING TO REMAIN. REFER TO RENOVATION PLAN FOR MORE INFORMATION. N NEW DEVICE/LIGHT TO MATCH EXISTING BUILDING STANDARDS ELECTRICAL SYMBOL LEGEND= NOTE: NOT ALL SYMBOLS USED IN THIS PROJECT O ❑ T04 NORMAL CIRCUIT SED FLUORESCENT LIGHT FIXTURE ® ® FLUORESCENT FIXTURE CONNECTED TO CRITICAL CIRCUIT ® ® FLUORESCENT FIXTURE CONNECTED TO EMERGENCY CIRCUIT = ■ FLUORESCENT FiXTURE CONNECTED TO LIFE SAFETY CIRCUIT N L " FLUORESCENT FIXTURE CONNECTED TO UNSWITCHED CIRCUIT l-- - i -Q --I STRIP FLUORESCENT LIGHT FIXTURE - CEILING, WALL MOUNTED 0 n INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - Y CEILING MOUNTED, WALL MOUNTED ® TEXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL MOUNTED $ $2 $3$4 1 -POLE, 2 -POLE, 3 -WAY, 4 -WAY SWITCH $K KEYSWITCH 0 03 04 INCANDESCENT DIMMER SWITCH, 1 -POLE, 3 -WAY, 4 -WAY SWITCH $M $MP $WP MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT LIGHT, "WP" INDICATES WEATHERPROOF GENERAL NOTES FOR RENOVATION: 1. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE. 2. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 3. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 4. VISIT THE JOB SITE PRIOR TO BIDDING TO VERIFY ALL ACTUAL CONDITIONS. 5. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. A. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL. 6. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED. PENETRATIONS SHALL BE SEALED TO MEET WALL RATING. IF, IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP TO OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN IN OPERATION, WITH SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. (( 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND C G DUPLEX RECEPTACLE AT 18"/AS NOTED, ABOVE COUNTER AT SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS 42 /AS NOTED, CEILING MOUNTED, GROUND FAULT TYPE, ISOLATED GROUND TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT 0(00 TYPE, WEATHERPROOF TYPE, SIMPLEX (AS NOTED) WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL IG WP BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE 0 * (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH EO.1 SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT E1.1 42"/AS NOTED X 1 -POLE, 3 -WAY, 4 -WAY SWITCH, DIMMER CONNECTED TO E2.1 CRITICAL CIRCUIT (RED DEVICE) E2.2 DUPLEX RECEPTACLE (RED DEVICE) AT 18"/AS NOTED, ABOVE E3.1 COUNTER AT 42"/AS NOTED CONNECTED TO CRITICAL CIRCUIT E6.1 (2) DUPLEX RECEPTACLE (RED DEVICES) IN SINGLE OUTLET BOX WITH E6.2 SINGLE COVER PLATE AT 18"/AS NOTED, ABOVE COUNTER AT 42"/AS E7.2 NOTED CONNECTED TO CRITICAL CIRCUIT ® 0 [A SPECIAL MOUNTED RECEPTACLE AS NOTED, PUSHBUTTON AS NOTED, TELE -POWER POLE -1� © FINAL CONNECTION TO EQUIPMENT ❑J OJ NCkT❑ JUNCTION BOXES, MOTOR, TRANSFORMER I1�OT ® FUSED DISCONNECT SWITCH, NON FUSED DISCONNECT, MOTOR STARTER ®1W OR CONTACTOR, COMBINATION STARTER/DISCONNECT, ENCLOSED CIRCUIT BREAKER � 120/208 OR 120/240V PANELBOARD lam 277/480V PANELBOARD o SYSTEMS CABINET- FLUSH MOUNTED, SURFACE MOUNTED (AS NOTED) TELEPHONE TERMINAL BOARD, TELEPHONE SYSTEM ® RACEWAY -t CONNECTION TO GROUND W P TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT 54", V V 3WV ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY (WITH INSULATING BUSHING) TO ACCESSIBLE CEILING v v v COMPUTER OUTLET, COiuPUTER OUTLET 48", PHONE/bATA PROVIDE 4 SQUARE BOX AND 3/4 CONDUIT (WITH INSULATING BUSHING) TO ACCESSIBLE COLING ® TELEVISION OUTLET AT 18" (UNLESS NOTED OTHERWISE) 8 f SMOKE DETECTOR, SMOKE DUCT DETECTOR VOLUME CONTROL OS SPEAKER Q HEAT DETECTOR DUCT/SMOKE DETECTOR REMOTE INDICATOR LIGHT ® SHUTDOWN RELAY, 24V DC MANUAL PULL STATION, FLUSH 04 HORN AND STROBE LIGHT, FLUSH MOUNTED V W WALL/CEILING MOUNT STROBE ® VOICE EVAC SPEAKER Qt VOICE EVAC SPEAKER AND STROBE LIGHT, FLUSH MOUNTED D DOOR HOLDER TS TAMPER SWITCH FS FLOW SWITCH BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR �""- \ IN WALL, SLASH MARKS INDICATE NUMBER OF CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE NOT SHOWN). 2 #12, 1 #12 GROUND IN A 3/4" CONDUIT MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS. ;V____'%,,, BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND. ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED FOR ALL DEVICES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM. ALL RECEPTACLES IN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE 20A MINIMUM UNLESS OTHERWISE NOTED. ALL NORMAL DEVICES TO BE IVORY (COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDER) AND ALL CRITICAL DEVICES TO BE RED. 3. COORDINATE ALL LOCATIONS, HEIGHTS AND COLORS WITH ARCHITECTURAL DRAWINGS/DIAGRAMS PRIOR TO ROUGH IN. 4. ALL NEW AND EXISTING COVER PLATES IN THE PROJECT AREA SHALL BE ENGRAVED WITH PANEL AND CIRCUIT INFORMATION. METAL PLATES SHALL BE RED LETERING FOR CRITICAL CIRCUITS AND BLACK LETTERING FOR NORMAL CIRCUITS. PHENOLIC PLATES SHALL BE A RED PLATE WITH WHITE LETTERING FOR CRITICAL CIRCUITS AND IVORY/WHITE/MATCH EXISTING PLATES WITH BLACK LETTERING FOR NORMAL CIRCUITS. 5. PROVIDE A PULL STRING IN ALL EMPTY CONDUITS. 6. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 7. JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE. 8. PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX OR 5 SIDED WITH APPROVED MATERIAL AS REQUIRED. 9. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM OF 1 -HOUR FIRE -RESISTANCE RATING, BOXES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24" INCHES OR PROTECTED WITH UL LISTED PUTTY PADS. AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. UTiUTiES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER, MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID, AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, AND CEILINGS SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. ELECTRICAL CONTRACTOR SHALL FIRE PROOF ANY WALL OPENINGS ON FIRE RATED WALLS. REFER TO BUILDING STANDARDS FOR METHOD TO BE USED. 10. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. 11. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING. 12. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS OF EXISTING PANELS TO IDENTIFY CIRCUIT BREAKERS SERVING REMODELED AREA. CIRCUIT BREAKERS BEING USED TO SERVE EXISTING SPACES SHALL REMAIN UNTOUCHED. 13. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR EXISTING AND NEW PANELS USED IN THIS PROJECT. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLA11ON IS NOT ACCEPTABLE. 14. EXISTING OUTLETS, CONDUIT, WIRE AND EQUIPMENT WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT SHALL REMAIN UNTOUCHED. 15. AREAS AFFECTED BY CONSTRUCTION SHALL BE CONTACTED FOR COORDINATION OF WORK PRIOR TO RENOVATION. 16. JUNCTION BOXES, CONDUIT, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 17. CONDUIT RUNS SHALL HAVE SWEEP RADIUS BENDS. 18. CONDUIT SHALL NOT BE RUN IN STAIRWELLS. 19. MAINTAIN SEGREGA11ON OF ALL POWER TYPES, DO NOT COMBINE BRANCHES. 20. USE A MINIMUM 2#12, 1#12 GND-3/4"C. UNLESS OTHERWISE NOTED. 21. FOR ALL MEDICAL GAS, FIRE ALARM, POWER PANELS. DISCONNECTS AND EQUIPMENT, PROVIDE AN ENGRAVED TAG WITH PANEL DESIGNATION. FOR POWER PANELS, DISCONNECTS AND EQUIPMENT, PROVIDE PROPER VOLTAGE, PHASE, WHERE FED FROM AND THE TYPE OF POWER (NORMAL, CRITICAL, EQUIPMENT OR LIFE SAFETY). COLORS OF EACH POWER TYPE ARE AS FOLLOWS: NORMAL POWER = BLACK FIELD WITH WHITE LETTERS CRITICAL POWER = ORANGE FIELD WITH WHITE LETTERS EQUIPMENT POWER = GREEN FIELD WITH WHITE LETTERS LIFE SAFETY POWER = YELLOW FIELD WITH WHITE LETTERS FIRE ALARM = RED FIELD WITH WHITE LETTERS NOTE: THE CONDUITS, FITTINGS & J -BOXES MUST BE SPOT PAINTED TO INDICATE THE POWER TYPE. SEE THE COLOR SCHEDULE ABOVE OR PER HOSPITAL STANDARDS. 22. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE REMOVED AS PER ARTICLE 725.61 (A) OF THE NFPA-70. 23. DEVICES LOCATED IN RATED WALLS (REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF RATED WALLS) SHALL BE PROPERLY PROTECTED AS REQUIRED BY LOCAL CODES. PROVIDE 5 SIDED OF J -BOXES OR PUDDY PACKS AS NECESSARY. EXISTING TO REMAIN FIXTURES, SPEAKERS, CONDUITS, J -BOXES, 24. CABLES (TELE/DATA, NURSE CALL, COMPUTER, ACCESS CONTROLS ETC.) LOCATED IN WALLS OR ABOVE THE CEILINGS IN THE WORK AREA SHALL BE PROPERLY SUPPORTED PER NEC, NFPA, AND ALL STATE, FEDERAL AND LOCAL CODES AND REVISIONS. PROVIDE LABOR AND MATERIAL AS REQUIRED. PANEL BONDING= THE EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH CIRCUIT PANELBOARDS SERVING PATIENT ROOMS SHALL BE BONDED TOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10. POLICY FOR PLANNED OUTAGES AND DISRUPTIONS: PRIOR TO SHUTTING OFF, DISRUPTING, OR MODIFYING THE EXISTING SERVICES, THE CONTRACTOR MUST SUBMIT IN WRITING TO THE FACIUTY AT LEAST (3) WORKING DAYS PRIOR TO THE PLANNED OUTAGE OR DISRUPTION OF SERVICE FOR APPROVAL OF THE WORK. SELECTIVE KEYNOTES D FIRE ALARM A. PROVIDE MODIFICATIONS/ADDITIONS TO THE EXISTING FIRE ALARM SYSTEM TO COMPLY WITH NFPA 101, NFPA 72, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, AND THE CITY OF ORLANDO REQUIREMENTS. B. CHIME/HORN/STROBE/SPEAKER TO MEET db AND CANDELA AS PER ADA AND NFPA-72 REQUIREMENTS. ACCEPT NO LESS THAN 75 CANDELA AND 82 DECIBEL. REFER TO NFPA 72 TABLES 4.4.4.1.1., 4-4.4.1.1(a) AND 4-4.4.2.1. C. PROVIDE PROPER ANNUNCIATION AND COMPARTMENT IDENTIFICATION FOR THE ALARM DEVICES LOCATED IN EACH SMOKE COMPARTMENT. COORDINATE PROGRAMMING AND IDENTIFICATION WITH HOSPITAL ELECTRONICS DEPARTMENT. D. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM. PROVIDE NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC. E. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE DETECTORS AND SMOKE DAMPER REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE BID. F. ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A FACILITY APPROVED FIRE ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE ALARM WORK. INCLUDE COST WITHIN BASE BID. CONSULT FACILITY "APPROVED VENDOR LIST" PRIOR TO BID. G. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING DEPARTMENT REVIEW AND PERMIT. FIRE ALARM CONTRACTOR SHALL PROVIDE THIS COST IN BID. H. SMOKE DETECTORS SHALL NOT BE LOCATED LESS THAN S -O" FROM HVAC GRILLES.(DRAWINGS SHOW GENERAL LOCATION ONLY.) I. FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1/8" DEEP. J. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER MANUFACTURER RECOMMENDATIONS. PROVIDE NEW MODULES AND UPGRADES AS REQUIRED. K. FINAL QUANTITY OF CHIME/STROBE/HORNS TO BE DETERMINED BY FIRE MARSHAL INCLUDE CONTINGENCY FOR 1 ADDITIONAL CHIME/STROBE/HORNS AND 1 SMOKE DETECTORS IN BASE BID. L. AS PER 2004 FLORIDA BUILDING CODE, FLORIDA ACCESSIBILITY CODE CHAPTER 11 SECTION 11-4.1.3(14) ALLOWS "EMERGENCY WARNING SYSTEMS IN MEDICAL CARE FACILITIES MAY BE MODIFIED TO SUIT STANDARD HEALTH CARE ALARM DESIGN PRACTICE". NOTIFICATION DEVICES ARE NOT REQUIRED IN PATIENT CARE ROOMS AND TREATMENT AREAS CONTROLLED BY THE STAFF. M. FIRE ALARM STROBES SHALL BE SYNCHRONIZED. N. FIRE ALARM CONTRACTOR SHALL FIELD VERIFY EXISTING AUDIBLE AND VISUAL DEVICES AND MATCH EXISTING AND MUST COMPLY WITH ADA AND NFPA-72 REQUIREMENTS. R. FIRE ALARM CONTRACTOR SHALL PERFORM AND PROVIDE IN WRITING ALL REQUIRED BATTERY CALCULATIONS AS REQUIRED BY ALL INSPECTING AGENCIES. S. 69A-3 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: A) 4.4.1.5.3.1 UNLESS OTHERWISE PERMITTED OR REQUIRED BY 4.4.1.5.3.1 (A) OR 4.4.1.5.3.1 (B), THE SECONDARY POWER SUPPLY SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN A NONALARM CONDITION) FOR A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. (a) THE SECONDARY POWER SUPPLY FOR EMERGENCY VOICE/ALARM COMMUNICATIONS SERVICE SHALL BE CAPABLE OF OPERATING THE SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN SHALL BE CAPABLE OF OPERATING THE SYSTEM DURING A FIRE OR OTHER EMERGENCY CONDITION FOR A PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. (b) THE SECONDARY POWER SUPPLY CAPACITY FOR SUPERVISING STATION FACILITIES AND EQUIPMENT SHALL BE CAPABLE OF SUPPORTING OPERATIONS FOR A MINIMUM OF 24 HOURS. 4.4.1.5.3.2 THE SECONDARY POWER SUPPLY CAPACITY REQUIRED SHALL INCLUDE ALL POWER SUPPLY LOADS THAT ARE NOT AUTOMATICALLY DISCONNECTED UPON THE TRANSFER TO SECONDARY POWER SUPPLY. B) SHOW REQUIRED INTER -TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. C) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE NFPA 72. PROVIDE VISUAL NOTIFICATION PER NFPA 72 AND FLORIDA BUILDING CODE. D) CONDUCTORS SHALL BE U.L. LISTED FPL MANUFACTURED AND INSTALLED PER NFPA 70. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN PLENUMS SHALL BE RATED FOR THE USE. T. FIRE ALARM CONTRACTOR SHALL TEST/VERIFY EXISTING SYSTEM OPERATES PROPERLY PER NFPA 72&101. U. NFPA-72.1-5.1.4 SYSTEM INSTALLATION - INSTALLATION PERSONNEL SHALL BE SUPERVISED BY PERSONS WHO ARE QUALIFIED AND EXPERIENCED IN THE INSTALLATION, INSPECTION AND TESTING OF FIRE ALARM SYSTEMS. EXAMPLES OF QUALIFIED PERSONNEL SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: (1) FACTORY TRAINED AND CERTIFIED PERSONNEL (2) NATIONAL INSTITUTE OF CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) FIRE ALARM LEVEL II CERTIFIED PERSONNEL (3) PERSONNEL LICENSED OR CERTIFIED BY STATE OR LOCAL AUTHORITY DRAWING INDEX SHEET NUMBER SHEET NAME EO.1 SYMBOL LEGEND, GENERAL NOTES, SPECS. & DETAILS E1.1 LOCATION PLAN FIRST FLOOR E1.2 PHASING PLAN FIRST FLOOR E2.1 DEMOLITION/RENOVATION FIRST FLOOR POWER & SYSI E2.2 DEMOLITION/RENOVATION FIRST FLOOR NURSECALL E3.1 DEMOLITION/RENOVATION FIRST FLOOR LIGHTING E6.1 PANEL SCHEDULES E6.2 PANEL SCHEDULES E7.2 RISER DIAGRAM ELECTRICAL PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 C - ght 009 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 0 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and JOB#. developed for use on and M connection with the specified project None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by project number REVISION SCHEDULE I Al DATE I DESCRIPTION SYMBOL LEGEND, GENERAL EON1 NOTES, SPECS. & DETAILS sheet number T+IESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY OR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED RITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS NOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ,``tttlillif10 i .-,%` ` C, SPAN '<<� Co : .� • No. N - * : '>Ar • • CL a ST F t ... ?F -1 IG'• bb�q '' .VPE, )N&LI 0- 61 BURKE HOGUE MILLS, INC. 111111%. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S M o /71 k__j _ rl Z.l O - CC i Lf-%^ATioN PLAN FIRST FLOOR i CALE:1 " = 20'-0" ! 9 , , OWN R REFE NCE ON 4 3 z , z �31 0 OOA PANEL PANEL ! NEC 1 NEC 2 N PANEL PANEL 75KVA NA 2 200A 45KVA rl-"), ENLARGED PLAN E1.1 SCALE: 1/4" = 1'-0" SHOWN FOR REFERENCE ONLY. SELECTIVE KEYNOTES Q PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977Wi nt 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOBJ: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by REVISION SCHEDULE F?MDATE I DESCRIPTION project number LOCATION PLAN FIRST FLOOR El . 1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURL, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. �%%%G, SPA % do 'a T�TQ] r L :.0 P i W . ,,9 , i!�� BURKE HOGUE MILLS, INC. �r;aL 1130 Business Center Drive, Lake Mary, FL ��lj/liltl�tl 32746 407.333.2005 AAC000233 W W W B H M U S C 0 M .M O rn v �O01 n — fl �1 .n, v a n C I PLAN N FIRST LOOR j I I �Lwf'**il.�ATION ! CALF: 1" = 20'-0" OWNR REFS ENCE ON 5. 4 3 Z z zri 3, 15 14 13 n L�-O-- I - I i Lt OOA PANEL NPANEL2 j NEC 1 EC N PANEL PANEL 75KVA NA 2 200A 45KVA ENLARGED PLAN E1.1 SCALE: 1/4" = 1'-0" SHOWN FOR REFERENCE ONLY. SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 *2OrO9ght 200 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 Copyright — All Ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and JOB developed for use on and in connection with the specified project. None of the ideas, designs. arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by project number REVISION SCHEDULE A I DATE I DESCRIPTION LOCATION PLAN FIRST FLOOR El 0 1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPEOFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. Ile 4�:': \0, ENS N 1 w � • • a � •; STT OF • • (/ 4 '"!!111104, W W W BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 B H M U S O M RTRW�I ! ETR STOR, EXISTi T1 S N G 1_0 PANEL ECOBET E F_ ERL LEFT/RIGHT ETR ETR — J — I ETR AP, E7R JL::D�T!R QI — — nR AICD ELIVERY L&7 � EOB-35 ME NURSES�FIREOBSA ETR ETR FIRE AL RM I SOLE_ _ANNUNgI TOR rXR41 T� 3 0S-�1 —TLT"EC _ f I III_ I T 1 512 fifi 3 DOOR i o NO1 135 ORELEASq II I ERL LJ rQ W i: ERLER F '�L �- ----- �°--_ -� NOB -35 I ( / / ECOB- 9 ' 11 ETR 4 DFFICE ECOB_29 �-� .C�+ DIR' T1520 IDGF ECOB-3 NOB- -�G —ERLo_ I ERer_z I ETR O FIC E -Tf I ��d1-= T1521 a � I Nl'0� 35 X I NOB -351 — — NO&435 NOB -35 / i II OBSOLETE f INOB-35 i T 11 '' %z !' REDIATRIC DEMOLITION PLAN POWER AND SYSTEMS SCALE:1 /4" = 1'-0" GENERAL DEMOLITION NOTES: '.ALL DEVICES SHOWN ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 2. REFER TO RENOVATION PLAN AND PANEL SCHEDULES FOR MORE INFORMATION. 3. CIRCUITS INDICATED ARE FROM A PREVIOUS PROJECT. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND KEEP A WRITTEN RECORD. PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE -USED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 7. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 8. DASHED WALLS/LINES ARE TO BE DEMOUSHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 9. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING RECEPTACLES IN THE PROJECT AREA ARE HOSPITAL GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT RECEPTACLES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT RECEPTACLES TO BE RED. 10. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING SWITCHES IN THE PROJECT AREA ARE SPEC GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT SWITCHES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT SWITCHES TO BE RED. 11. REFER TO PHASING PLAN E1.2 AND E2.2 FOR ADDITIONAL WORK IN THIS PROJECT. 12. ELECTRICAL CONTRACTOR SHALL PROPERLY SUPPORT ALL CONDUITS, J -BOXES, CABLING, FLEX, ETC. WITH APPROVED SUPPORT DEVICES IN THE PROJECT AREA. I• KEYED RENOVATION NOTES: O COORDINATE NEW LOCATION FOR EXISTING CCN MONITOR WITH THE FACILITY PRIOR TO ROUGH IN. Q2 COORDINATE NEW LOCATION FOR EXISTING MONITOR WITH THE FACILITY PRIOR TO ROUGH IN. Q3 COORDINATE NEW LOCATION FOR EXISTING DOOR RELEASE BUTTON WITH THE FACILITY PRIOR TO ROUGH IN. ® COORDINATE WITH THE FACILITY IF KEY PAD IS STiLL OPERATIONAL REMOVE IF OBSOLETE. 05 COORDINATE WITH THE FACILITY IF DEVICE IS STiLL OPERATIONAL. REMOVE IF OBSOLETE. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL NEW AND RE -USED CIRCUITS. SHARED NEUTRALS WILL NOT BE ALLOWED. I f EQUIPMEN STORAGE -.- EEI' E 1C.E ECB NLSIS G - � - I- I STATION � I I ECOB-29 F NOURISHMENT NL ROOM I I I AL NEC -27 L — I — A — — — STATiO URSE' o II ST N F NEC -29 i '�NNA-11 � NA -9 DOOR RELEASE SIE o 0 iCl I I I I o I DICTATION STATIONS I B I I i I I — — — — — 0 i I i Ng Ll e - v 7 I I 'I CRR, I' T 1312' I I� I � I i ' - I PEDIATRTiL I DIVI I Ii T RENOVATION POWER AND SYSTEMS SCALE: 1 /4 = 1'-0" GENERAL RENOVATION NOTES: 1. ALL DEVICES SHOWN ARE NEW UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 3. PER 2008 NEC A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. SHARED NEUTRALS SHALL NOT BE ALLOWED. 4. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND MILLWORK DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 5. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE WHITE/BLACK LETTERS ON RED PLATE FOR CRITICAL AND BLACK LETTERS ON SPECIFIED COLOR PLATE FOR NORMAL CIRCUITS. 6. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 7. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE DEVICE IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAMEPLATES SHALL BE COLORED AS PER SPECIFICATIONS. 8. REFER TO E2.2 FOR ADDITIONAL WORK IN THIS PROJECT. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL NEW AND RE -USED CIRCUITS. SHARED NEUTRALS WILL NOT BE ALLOWED. SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 C�2hyrig t 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 009 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, JO arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by REVISION SCHEDULE DATE I DESCRIPTION project number DEMOiRENO POWER AND E1 SYSTEMS ■ sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. > ``%,%%IIiII1ly!!! G SPA V l.�,� Ile o STAT�Q • • ��: %�•c+ ry ff�a pd• [.SPE, BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 111 32746 407.333.2005 AAC000233 W W W B H M U 0 -M I DEMOLITION PLAN FIRST FLOOR NURSE CALL SCALE: 1/8" = 1'-0" RENOVATION PLAN FIRST FLOOR NURSE CALL SCALE: 1/8" = 1'-0" ERICO CADDY BC400 BEAM CLAMP J—HOOK HANGERS 4" SPACE FOR CABLE 5'-0" O.C.�� ° r6 PLACEMENT /(TYPICAL) ° SYSTEMS CABLING ° SYSTEMS CABLING SYSTEMS CABLING --- J -HOOK SUSPENDED MOUNTING DETAIL SCALE: NONE SYSTEMS CABLING SYSTEMS CABUNG SYSTEMS CABLING GENERAL NOTES= 1. ALL EQUIPMENT, DEVICES, CONDUIT, WIRE, BOXES ETC. MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED WHEN THE NEW SYSTEM IS FULLY OPERATIONAL. 2. EXISTING CABLE TRAY, J -HOOKS OR CONDUIT SYSTEM LOCATED ABOVE CEILING SHALL BE REUSED IF POSSIBLE FOR NEW INSTALLATION. REMOVE SYSTEMS MADE OBSOLETE. 3. ALL DEVICE LOCATIONS SHALL BE FIELD VERIFIED. 4. ALL REUSABLE DEVICES NOT USED SHALL BE TURNED OVER TO THE OWNER. 5. ALL DEVICES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 6. EXISTING NURSE CALL SYSTEM IS A RAULAND RESPONDER III PLUS. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE AND COORDINATE CONDUIT ROUTING AND J -BOX LOCATIONS WITH NURSE CALL SUPPIER/VENDOR. SUPPORT PER NEC. UTILIZE EXISTING NURSE CALL CONDUIT/CABLE TRAY WHERE ABLE. REFER TO NURSE CALL SUPPIER/VENDOR DRAWINGS FOR MORE INFO. 8. ALL CABLING TO BE FIELD TERMINATED BY INSTALLING CONTRACTOR. 9. DEVICE LOCATIONS ARE FOR ILLUSTRATION ONLY. FIELD DETERMINE ACTUAL PLACEMENT. 10. PROVIDE INSULATING GROMMETS WITH STRAIN RELIEF AT ALL REQUIRED LOCATIONS. 11. FOR CIRCUITING/WIRING. COORDINATE WITH NURSE CALL SUPPIER/VENDOR DRAWING. 12. PROVIDE PROGRAMMING/REPROGRAMMING AS NECESSARY FOR PROPER OPERATION. 13. ELECTRICAL CONTRACTOR SHALL PROVIDE & COORDINATE NEW CONDUIT ROUTING & J -BOX LOCATIONS WITH NURSE CALL SUPPIER/VENDOR. 14. ELECTRICAL CONTRACTOR SHALL PROPERLY SUPPORT ALL EXISTING AND NEW FREE WIRED CONDUCTORS WITH J -HOOKS OR APPROVED SUPPORT DEVICES IN THE PROJECT AREA. REFER TO DETAILS THIS SHEET FOR MORE INFORMATION. 15. REFER TO PHASING PLAN E1.2 FOR ADDITIONAL WORK IN THIS PROJECT. KEYED NOTES: O1 ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY EXISTING CIRCUIT AND PROVIDE A PHENOLIC NAMEPLATE INDICATING DESIGNATION, CIRCUIT NUMBER(S), VOLTAGE AND WHERE DEVICE IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS/RIVETS OR APPROVED CEMENT/ADHESIVE. NAMEPLATE SHALL BE COLORED AS PER SPECIFICATIONS. NURSE CALL SYMBOL DESCRIP11ON FN -C -M-4 NURSE CALL MASTER STATION NTC NURSE CALL TERMINATION CABINET FOD DUTY STATION FOS STAFF STATION J -HOOK WALL MOUNT DETAIL SCALE: NONE " SPACE FOR " CABLE PLACEMENT SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 pyright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 Copyright — All Ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs. JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by REVISION SCHEDULE DATE I DESCRIPTION project number DEMO/RENO E2N2 PLAN NURSE CALL sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. m4�:'X �\GENSF.' ' No. 1 ; 10teTKTISP-ngleir E ZONAL BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 Am AAA 2171171-9 AAr_nnn2-a!q W W W B H M U S C 0 M �► CRI ii T,131 'II PEDTATRTC -r�►- _ - --CSL T� DEMOLITION PLAN LIGHTING SCALE: 1 /4" = 1'-0" GENERAL NOTES: 1. ALL DEVICES SHOWN ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 2. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR MORE INFORMATION. 3. ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY ALL CIRCUITS WITHIN THE WORK AREA AND KEEP A WRITTEN RECORD. PROVIDE NEW ENGRAVED COVER PLATES FOR ALL DEVICES AS PER SPECIFICATIONS. 4. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL CIRCUITS RE -USED. SHARED NEUTRALS SHALL NOT BE ALLOWED. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. 7. ALL DEVICES, CONDUIT AND WIRE MADE OBSOLETE IN THIS PROJECT SHALL BE REMOVED. 8. DASHED WALLS/LINES ARE TO BE DEMOLISHED. DEVICES, CONDUIT, BOXES, ETC. SHALL BE REMOVED. 9. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING SWITCHES IN THE PROJECT AREA ARE SPEC GRADE. PROVIDE NEW AS REQUIRED. NORMAL CIRCUIT SWITCHES TO BE IVORY (VERIFY WITH ARCHITECT) AND CRITICAL CIRCUIT SWITCHES TO BE RED. 10. REFER TO PHASING PLAN E1.2 FOR ADDITIONAL WORK IN THIS PROJECT. KEYED NOTES: O1 ELECTRICAL CONTRACTOR SHALL TRACE AND IDENTIFY EXISTING KEY SWITCH. COORDINATE WITH FACILITY AND STAFF IF SWITCH IS STILL IN USE. REMOVE IF OBSOLETE. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL NEW AND RE -USED CIRCUITS. SHARED NEUTRALS WILL NOT BE ALLOWED. SELECTIVE KEYNOTES D i ' i EQUIPMENT LSTORAGE 0 o� — — ;E1— i STATION NOURISHME :71F 3ROOM A FETAL — -- MONITOR — — STATIO I I F StATION A L�,R N o I I . A i I T I I _ A A Ii I I I 1 I I ►; �I CCS I j T 13 1 I li I t CCCCTCC _-CCC � E I I €I ^ i RENOVATION PLAN LIGHTING SCALE: 1 /4" = 1'-0" GENERAL NOTES: 1, REFER TO RISER DIAGRAM, ELECTRICAL DETAILS AND PANEL SCHEDULES FOR MORE INFORMATION. 2. PER 2008 NEC A DEDICATED NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS. SHARED NEUTRALS SHALL NOT BE ALLOWED. 3. COORDINATE ALL DEVICE/LIGHT LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND MILLWORK DRAWINGS AND DIAGRAMS PRIOR TO ROUGH IN. 4. PROVIDE NEW NAME ENGRAVED COVER PLATES INDICATING SUPPLY PANEL AND CIRCUIT NUMBER(S) FOR ALL ELECTRICAL DEVICES IN THIS PROJECT. ENGRAVING SHALL BE WHITE/BLACK LETTERS ON RED PLATE FOR CRITICAL AND BLACK LETTERS ON SPECIFIED COLOR PLATE FOR NORMAL CIRCUITS. 5. PROVIDE NEW UPDATED TYPED PANEL SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. VERIFY EXACT PANEL IDENTIFICATION WITH OWNER. PROVIDE NEW NAME ENGRAVED PLATES FOR ALL PANELS NOT IDENTIFIED PROPERLY. VERIFY PRIOR TO ORDERING. 6. CLEAN, RELAMP AND REFURBISH ALL ETR/NL FIXTURES. CHECK SWITCHES AND DIMMERS FOR PROPER OPERATION. REPLACE LIGHTS/DEVICES IF NECESSARY (MATCH EXISTING). 7. ELECTRICAL CONTRACTOR SHALL PROVIDE A 'LUMINAIRE DISCONNECT CONNECTOR' FOR ALL FLUORESCENT FIXTURES. UL LISTED CONNECTORS ARE MANUFACTURED BY IDEAL, THOMAS AND BETTS AND WAGO. ANY UL LISTED CONNECTOR WILL BE ACCEPTABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. KEYED NOTES: O1 PROVIDE A NEW FIXTURE TO MATCH EXISTING. O2 CONNECT TO EXISTING CRITICAL LIGHTING CIRCUIT RETAINED DURING DEMOLITION. O3 CONNECT TO EXISTING NORMAL LIGHTING CIRCUIT RETAINED DURING DEMOLITION. PER 2008 NEC THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED NEUTRAL FOR ALL NEW AND RE -USED CIRCUITS. SHARED NEUTRALS WILL NOT BE ALLOWED. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 &yright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 0 Copyright — All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by REVISION SCHEDULE 0 DATE DESCRIPTION project number DEMO/RENO LIGHTING E3N1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ``,tlllllifill Js a SP,q�'s,`P 0.64601 • P ,t rS.,,TATE OF •4 Bryari� •a It1P •' �� FL Reg!��t s+ $Ole"'" �� BURKE HOGUE MILLS, INC. Ne i %%%1 130 Business Center Drive, Lake Mary, FL 32746 - - - - -- - 407.333.2008 AAC000233 W W W B H M U S C 0 M FIXTURE SCHEDULE FIXTURE TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING VOLTS LAMP LAMP LAMP LAMP KEY QTY TYPE WATTS COLOR NOTE A 2' x 4' RECESSED FLUORESCENT .125 LENSED TROFFER PER MOOAL UX 2GRB-332A-UNV-EB81-U RECESSED UNV 3 F32T8 32 (3500K) GENERAL NOTES: A. ALL NOTES SHALL BE REVIEWED AND SHALL COMPLY TO FIXTURE SCHEDULE. B. FIXTURE SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. C. VERIFY EXACT MOUNTING INSTRUCTIONS WITH ARCHITECTURAL AND STRUCTURAL DETAILS. D. VERIFY CATALOG NUMBER OF LIGHT FIXTURE PRIOR TO RELEASE. VERIFY AGAINST PLANS. E. NOT USED. F. NOT USED. G. OSRAM SYLVANIA LAMPS AND BALLASTS OR APPROVED EQUAL. H. LAMPS AND BALLASTS SHALL MATCH TO PROVIDE 36 MONTH WARRANTY ON LAMPS AND 60 MONTH WARRANTY ON BALLASTS. I. THE DIVISON 16 CONTRACTOR SHALL REGISTER THE PROJECT AND PROVIDE ALL INFORMATION AT CLOSE OUT. J. APPROVED EQUALS BY SESCO/DAYBRITE, LIGHTING PARTNERS/METALUX AND LANDRETH/LITHONIA NO OTHER MANUFACTURER SHALL BE ACCEPTABLE OR APPROVED. K. ALL DIVISION 16 EQUALS SHALL BE ENGINEER APPROVED 10 DAYS PRIOR TO CLOSE OF BID FOR PROJECT. KEY NOTE: PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 &yright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 0 Copyright — All ideas. designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by REVISION SCHEDULE 0 DATE DESCRIPTION project number DEMO/RENO LIGHTING E3N1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. ``,tlllllifill Js a SP,q�'s,`P 0.64601 • P ,t rS.,,TATE OF •4 Bryari� •a It1P •' �� FL Reg!��t s+ $Ole"'" �� BURKE HOGUE MILLS, INC. Ne i %%%1 130 Business Center Drive, Lake Mary, FL 32746 - - - - -- - 407.333.2008 AAC000233 W W W B H M U S C 0 M CYICT1AIn nnKIr%rnnKI NO SERIES RATING FAULT CURRENT ALLOWED. PANELBOARD SCHEDULE: NA LEFT BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 30 4 WIRE PANEL RATED 0 225 AMPS: M C B: 0 INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 225 AMPS: — PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NWSB #1 VIA 75KVA LOCATION: AS SHOWN PANELBOARD SCHEDULE: NA RIGHT N (AMPS) LOAD AMPS IDENTIFICATION Ash BO CO C.B. AMP w � o a CKT. N0. CKT. N0. w � p a C.B. LOAD (AMPS) AMP A0 BO CO IDENTIFICATION N 0 T N 0 T (AMPS) LOAD AMPS IDENTIFICATION AO BO CO C.B. AMP w � a CKT. NO. CKT. NO. w a C.B. LOAD (AMPS) AMP AO BO CO IDENTIFICATION 0 0 T DR. LOUNGE,URCA RM. LIGHTS -- BO CO 20 1 1 2 1 20 -- MED RECORDS LTS. 2 1 WORK CONF. REC. -- MED RECORDS LTS. 20 1 43 44 1 20 -- SEC. REC. SOUTH SIDE 1 43 44 CONF., COPIER,OFFICE RM LTS. -- 20 1 3 4 1 20 -- MED RECORDS LTS. -- 20 DR. LOUNGE,BATH,OUTSIDE GFI -- 20 1 45 46 1 20 -- SEC. REC. SOUTH SIDE 20 1 45 BOARDROOM LTS. -- 20 1 5 6 1 20 -- ASST. ADMIN. OFFICE LTS. BOARDROOM LTS. MICROFILM PRINTER/READER REC. -- 20 1 47 48 1 20 -- REC. MED RECORDS N. COLUMM MICROFILM PRINTER/READER REC. TRANSCRIPTION,EQUIP. STOR. LTS. -- 20 1 7 8 1 20 -- LTS. OUT PAT. STAGING -- REC. MED RECORDS N. COLUMM ELETRIEVER REC. -- 20 1 49 50 1 20 -- REC. MED RECORDS CUBICLES 1 1 SPARE -- 20 1 9 10 1 20 -- LTS. CHANGE ROOM 1 49 REC. MED RECORDS, LOUNGE -- 20 1 51 52 1 20 -- COPIER REC. 1 REC. NURSE STATION LABOR/DELIV. 1 SPARE -- 20 1 11 12 1 20 -- U.R. REC. EAST & SOUTH WALL REC. MED RECORDS, LOUNGE DIR. MED RECORDS REC. -- -- 20 1 53 54 3 60 -- PANEL NOB -- COPIER REC. 0. A. - REC. -- 20 1 13 14 1 20 -- U.R. REC. EAST & SOUTH WALL 6 PANEL NA1 -- 60 3 55 56 - - -- - CONFERENCE REC. -- -- 20 1 15 16 1 1 20 -- OFFICE REC. -- PANEL NOB - -- - - 57 58 - - -- - 20 MED RECORDS REC. LEFT OF EXIT MED RECORDS REC. RIGHT OF EXIT -- -- 20 20 1 1 17 19 18 20 1 1 20 20 -- -- COPIER OFF. REC. SOUTH WALL EQUIP. STOR. REC. NORTH WALL - ASST ADMIN REC. -- -- - 20 - 1 59 61 60 62 1 1 20 20 -- -- CHANGE RM. N. SIDE CORR. 195-201 CHANGE RM. S. SIDE 203-207 - DR. GATE -- 20 1 21 22 1 20 -- REC. MED RECORDS CUBICLES 20 SPARE -- 20 1 63 64 1 20 -- 3 NURSE STATION -- - MOBILE FILES REC. -- 20 1 23 24 1 20 -- REC. MED RECORDS CUBICLES SPARE -- 20 1 65 66 1 20 -- GA COUNTER PAT. OBSERVE 17 18 COPIER MEDS RECORDS -- 20 1 25 26 1 20 -- REC. MED RECORDS -- - REC. WAIT RM W.&TV, PED CHANGE -- 20 1 67 68 1 20 -- REC. CONSULT 0184 & PAT. OBSERVE DICT., SEC., REC. -- 20 1 27 28 1 20 -- TRANSCRIPTION REC. WEST WALL 20 1 PAT. OBSERVE 0183 S. WALL REC. -- 20 1 69 70 1 20 -- REC. VESTIBULE & WAITING 0180 61 62 1 20 SNACKS GF] REC. -- 20 1 29 30 1 20 -- SNACKS GA -- SPACE -- 1 1 71 72 1 -- REC. MED RECORDS CUBICLES -- SPACE SPARE TRANSCRIPTION REC. EAST WALL -- 20 1 31 32 1 20 -- STEAMER IN BOARDROOM -- 3 NURSE STATION SPACE -- 1 73 74 1 -- SPACE 1 23 SNACKS REC. NORTH WALL -- 20 1 33 34 1 20 -- STEAMER IN BOARDROOM 20 1 SPACE -- 1 1 75 76 1 -- SPACE COPIER MEDS RECORDS BOARDROOM REC. -- 20 1 35 36 1 20 -- BOARDROOM CORR. REC. -- REC. MED RECORDS SPACE -- -- 1 77 78 1 67 -- SPACE 20 -- ADMIN BATHRM. REC. -- 20 1 37 38 1 20 -- ASST. ADMIN. REC. EAST & SOUTH -- SPACE -- 27 1 79 80 1 -- SPACE -- ASST. ADMIN. OFFICE REC. -- 20 1 39 40 1 20 -- ASST. ADMIN. REC. NORTH & SOUTH SPACE -- 1 81 82 1 29 -- SPACE 20 -- SNACKS GFI COND. UNIT REC. AHU-8 -- 20 1 41 42 1 20 -- SNACKS GFl SPACE -- 1 83 84 1 -- SPACE SUBTOTAL AMPS -- -- -- 20 1 31 32 1 -- -- -- SUBTOTAL AMPS SUBTOTAL AMPS -- -- -- SPACE 1 1 -- -- -- SUBTOTAL AMPS 1 -- SPACE SNACKS REC. NORTH WALL TOTAL AMPS SECT. 1 "A" PHASE: - TOTAL AMPS SECT. 1 "B" PHASE: - TOTAL AMPS SECT. 1 "C" PHASE: - TOTAL AMPS SECT. 2 "A" PHASE: - TOTAL AMPS "A" PHASE: - MAXIMUM CONNECTION PHASE AMPS: - TOTAL AMPS SECT. 2 "B" PHASE: - TOTAL AMPS "B" PHASE: - TOTAL CONNECTED kVA: - TOTAL AMPS SECT. 2 "C" PHASE: - TOTAL AMPS "C" PHASE: - TOTAL DEMAND kVA/AMPS: NOTE 2 NOTES: 1. UTILIZE EXISTING SPARE 20A/1P BREAKER. 2. EXISTING LOAD RELOCATED FROM PANEL NOB TO THIS PANEL. NO NEW LOAD ADDED IN THIS PROJECT. NOTES: Rm/mr- n tv`nAInIT1rW NO SERIES RATING FAULT CURRENT ALLOWED. PANELBOARD SCHEDULE: NA LEFT BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ■ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ❑ VOLTS: 120 208 30 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ■ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 225 AMPS: — PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NWSB #1 VIA 75KVA LOCATION: AS SHOWN PANELBOARD SCHEDULE: NA RIGHT N 0 E LOAD (AMPS) IDENTIFICATION A� BO CO C.B. AMP UJ � CO) CKT. NO. CKT. NO. w � a_ C.B. LOAD (AMPS} IDENTIFICATION AMP q� gO CO N O T N O E LOAD IDENTIFICATION (AMPS) ( C.B. AMP w p a CKT. N0. CKT. N0. w p a C.B. LOAD AMP (AMPS) IDENTIFICATION 0 T AO BO CO A0 BO CO DR. LOUNGE,URCA RM. LIGHTS -- 20 1 1 2 1 20 -- MED RECORDS LTS. WORK CONE REC. -- 20 1 43 44 1 20 -- SEC. REC. SOUTH SIDE CONE, COPIER,OFFICE RM LTS. -- 20 1 3 4 1 20 -- MED RECORDS LTS. DR. LOUN GE,BATH, OUTSIDE GFI -- 20 1 45 46 1 20 -- SEC. REC. SOUTH SIDE BOARDROOM LTS. -- 20 1 5 6 1 20 -- ASST. ADMIN. OFFICE LTS. MICROFILM PRINTER/READER REC. -- 20 1 47 48 1 20 -- REC. MED RECORDS N. COLUMM TRANSCRIPTION,EQUIP. STOR. LTS. -- 20 1 7 8 1 20 -- LTS. OUT PAT. STAGING ELETRIEVER REC. -- 20 1 49 50 1 20 -- REC. MED RECORDS CUBICLES 1 REC. NURSE STATION LABOR/DELIV. 6 20 1 9 10 1 20 -- LTS. CHANGE ROOM REC. MED RECORDS, LOUNGE -- 20 1 51 52 1 20 -- COPIER REC. 1 REC. NURSE STATION LABOR/DELIV. 6 20 1 11 12 1 20 -- U.R. REC. EAST & SOUTH WALL DIR. MED RECORDS REC. -- 20 1 1 53 54 3 60 -- PANEL NOB Q.A. - REC. -- 20 1 13 14 1 20 -- U.R. REC. EAST & SOUTH WALL PANEL NA1 -- 60 3 55 56 - - -- - CONFERENCE REC. -- 20 1 15 16 1 20 -- OFFICE REC. - -- - - 57 58 - - -- - MED RECORDS REC. LEFT OF EXIT -- 20 1 17 18 1 20 -- COPIER OFF. REC. SOUTH WALL - -- - - 59 60 1 20 -- CHANGE RM. N. SIDE CORR. 195-201 MED RECORDS REC. RIGHT OF EXIT -- 20 1 19 20 1 20 -- EQUIP. STOR. REC. NORTH WALL ASST ADMIN REC. -- 20 1 61 62 1 20 -- CHANGE RM. S. SIDE 203-207 DR. GATE -- 20 1 21 22 1 20 -- REC. MED RECORDS CUBICLES SPARE -- 20 1 63 64 1 20 -- 3 NURSE STATION MOBILE FILES REC. -- 20 1 23 24 1 20 -- REC. MED RECORDS CUBICLES SPARE -- 20 1 65 66 1 20 -- GFI COUNTER PAT. OBSERVE COPIER MEDS RECORDS -- 20 1 25 26 1 20 -- REC. MED RECORDS REC. WAIT RM W.&TV, PED CHANGE -- 20 1 67 68 1 20 -- REC. CONSULT 0184 & PAT. OBSERVE DICT., SEC., REC. -- 20 1 27 28 1 20 -- TRANSCRIPTION REC. WEST WALL PAT. OBSERVE 0183 S. WALL REC. -- 20 1 69 70 1 20 -- REC. VESTIBULE & WAITING 0180 SNACKS GFI REC. -- 20 1 29 30 1 20 -- SNACKS GFI SPACE -- 1 71 72 1 -- SPACE TRANSCRIPTION REC. EAST WALL -- 20 1 31 32 1 20 -- STEAMER IN BOARDROOM SPACE 1 1 73 74 1 -- SPACE SNACKS REC. NORTH WALL -- 20 1 33 34 1 20 -- STEAMER IN BOARDROOM SPACE -- 1 75 76 1 -- SPACE BOARDROOM REC. -- 20 1 35 36 1 20 -- BOARDROOM CORR. REC. SPACE -- 1 77 78 1 -- SPACE ADMIN BATHRM. REC. -- 20 1 37 38 1 20 -- ASST. ADMIN. REC. EAST & SOUTH SPACE -- 1 79 80 1 -- SPACE ASST. ADMIN. OFFICE REC. -- 20 1 39 40 1 20 -- ASST. ADMIN. REC. NORTH & SOUTH SPACE -- 1 81 1 82 1 -- SPACE COND. UNIT REC. AHU-8 -- 20 1 41 42 1 1 20 -- SNACKS GFI SPACE -- 1 83 84 1 -- SPACE SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS SECT. 1 "A" PHASE: - TOTAL AMPS SECT. 1 "B" PHASE: - TOTAL AMPS SECT. 1 "C" PHASE: - TOTAL AMPS SECT. 2 "A" PHASE: - TOTAL AMPS "A" PHASE: - MAXIMUM CONNECTION PHASE AMPS: - TOTAL AMPS SECT. 2 "B" PHASE: - TOTAL AMPS "B" PHASE: - TOTAL CONNECTED kVA: - TOTAL AMPS SECT. 2 "C" PHASE: - TOTAL AMPS "C" PHASE: - TOTAL DEMAND kVA/AMPS: -/- NOTES: 1. NEW LOAD ADDED IN THIS PROJECT. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. NOTES: EXISTING CONDITION NA RIGHT &LEFT REVISED CONDITION NA RIGHT &LEFT SELECTIVE KEYNOTES O PENINSULA ENGINEERING �NCo CONSULTING ENGINEERS ESTABLISHED IN 1977 01p�9ht 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 Copyright — All Ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project None of the ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by project number REVISION SCHEDULE DATE DESCRIPTION rl =Emma PANEL SCHEDULES ei orToirni E6E1 sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. `��ttl{1111,lf s %` N G SP,g '� r �`Q� P•• C -NSF': �� 601 r �D 't• STATE OF = -0 ?40RI01".0 Bryan G,••••�PW,�.4,�� FL Reg. No. fj�} It+iO��` BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U S EXISTING CONDITION NO SERIES RATING FAULT CURRENT ALLOWED. PANELBOARD SCHEDULE: NEC LEFT BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL O PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120/208 30 4 WIRE PANEL RATED 0 225 AMPS: M.C.B: ■ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 150 AMPS: — PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NWSB #1 VIA 75KVA LOCATION: AS SHOWN PANELBOARD SCHEDULE: NEC RIGHT N T E N T IDENTIFICATION (AMPS) C.B. BO CO AMP LOAD (AMPS) C.B. AMP - 0- CKT. N0. CKT. N0. _ O a C.B. AMP LOAD AO (AMPS) IDENTIFICATION BO CO N T N T IDENTIFICATION LOAD AO (AMPS) C.B. BO CO AMP � a CKT. N0. CKT. N0. � 0 a C.B. AMP LOAD (AMPS) IDENTIFICATION AO BO CO N T AO BO CO CO MED FILES &RECORDS LTS. MED FILES &RECORDS LIS. -- 20 1 20 1 1 2 1 20 -- ADMIN. &SEC. OFFICE REC. ECOB PANEL -- ECOB PANEL -- 60 3 31 32 3 60 -- NEC1 PANEL DICT. LTS. NEC1 PANEL -- DICT. LTS. 20 1 3 4 1 20 20 -- LTS. NURSE STATION -- LTS. NURSE STATION - -- - - 33 34 - - -- - 33 34 - - COMPUTER EQUIP. STOR. REC. -- - -- 20 1 5 6 1 20 6 -- LTS. 0197 OUT PAT. STAGING 20 - -- - - 35 36 - - -- - - - 35 36 COMPUTER EQUIP. STOR. REC. - -- -- 20 1 7 8 1 20 -- COMPUTER EQUIP. STOR. REC. 7 8 CHANGE ROOM S. WALL -- 20 -- 20 1 37 38 1 20 -- REC. W. WALL S.U. ROOM COMPUTER EQUIP. STOR. REC. 1 1 20 1 9 10 1 20 -- COMPUTER EQUIP. STOR. REC. REC. W. WALL S.U. ROOM CORR. REC. 1 39 40 1 20 -- REC. BEHIND W. NURSE STA., SOIL 20 -- COMPUTER EQUIP. STOR. REC. COMPUTER EQUIP. STOR. REC. CORR. REC. -- 20 1 11 12 1 20 1 -- COMPUTER EQUIP. STOR. REC. 12 1 CHANGE ROOM N. WALL -- 20 1 41 42 1 20 -- WARMER REC.BEHIND W. NURSE STA -- 20 1 COMPUTER EQUIP. STOR. REC. 42 -- 20 20 1 13 14 1 20 -- COMPUTER EQUIP. STOR. REC. COMPUTER EQUIP. STOR. REC. -- E. NURSE STA. CHANGE ROOM -- 20 1 43 44 1 20 -- REC. C.U. N & S WALL REC. E. NURSE STA. CHANGE ROOM -- COMPUTER EQUIP. STOR. REC. 20 1 -- 44 20 1 15 16 1 20 REC. C.U. N & S WALL REC. -- COMPUTER EQUIP. STOR. REC. COMPUTER EQUIP. STOR. REC. ELEC. ROOM REC. -- 20 -- 20 1 45 46 1 20 -- REC. C.U. FRIDGE ELEC. ROOM REC. TRANSCRIPTION REC. E. SIDE 20 1 45 -- 20 1 17 18 1 20 REC. C.U. FRIDGE -- TRANSCRIPTION REC. E. WALL TRANSCRIPTION REC. E. SIDE SPACE -- 20 -- 1 47 48 1 -- SPACE SPACE SNACK REC. W. WALL DRS. LOUNGE REC. -- -- 1 20 1 19 20 1 20 -- SNACK FRIDGE REC. -- SPACE SPACE -- 1 49 50 1 19 -- SPACE 1 20 1 21 22 1 20 -- -- SNACK FRIDGE REC. SPACE 49 -- 1 1 51 53 52 54 1 1 SPACE -- SPACE -- SPACE DRS. LOUNGE REC. ADMIN. OFFICE REC. 1 21 22 -- 20 1 23 24 1 20 -- SPARE 1 SPACE 51 -- 1 -- -- 'IS-DEUV' PANEL -- 20 1 25 26 2 20 -- SPARE 20 4.5 DICTATION LABOR/DELIV. SPACE -- SPACE 1 55 56 1 1 -- SPACE 54 1 1 SPARE SPACE -- 20 1 27 28 - - -- - 2 20 -- SPACE SPACE -- -- 1 1 57 59 58 60 1 1 -- SPACE -- SPACE 1 1 SPARE-- 1 20 1 29 30 1 20 -- DRS. LOCKERS 0210 N. WALL REC. 6 20 SUBTOTAL AMPS -- -- -- - - -- - -- -- -- SUBTOTAL AMPS SUBTOTAL AMPS -- -- -- 1 57 58 1 -- -- -- SUBTOTAL AMPS -- SPACE 1 REC. NURSE STATION LABOR/DELIV. SUBTOTAL AMPS -- 7.5 20 -- -- 1 29 30 1 TOTAL AMPS SECT. 1 "A" TOTAL AMPS SECT. 1 "B" TOTAL AMPS SECT. 1 "C" PHASE: - PHASE: - PHASE: - SPACE SUBTOTAL AMPS -- -- -- -- 1 TOTAL AMPS SECT. 2 "A" PHASE: - TOTAL AMPS SECT. 2 "B" PHASE: - TOTAL AMPS SECT. 2 "C" PHASE: - TOTAL AMPS TOTAL AMPS TOTAL AMPS "A" "B" "C" PHASE: - PHASE: - PHASE: - -- -- -- -- MAXIMUM CONNECTION PHASE AMPS: - TOTAL CONNECTED kVA: - TOTAL DEMAND kVA/AMPS: NOTE 2 NOTES: 1. UTILIZE EXISTING SPARE 20A/1P 2. EXISTING LOAD RELOCATED FROM BREAKER. PANEL ECOB TO THIS PANEL. NO NEW LOAD ADDED IN THIS PROJECT. NOTES: TOTAL AMPS SECT. 1 "A" PHASE: - TOTAL AMPS SECT. 1 "B" PHASE: - TOTAL AMPS SECT. 1 "C" PHASE: - REVISED CONDI110N NO SERIES RATING FAULT CURRENT ALLOWED. PANELBOARD SCHEDULE: NEC LEFT BOLT -ON ■ NEW ❑ SINGLE PANEL ■ NORMAL ❑ PLUG-IN ❑ EXISTING ■ DOUBLE PANEL ❑ CRITICAL ■ VOLTS: 120 208 30 4 WIRE PANEL RATED ® 225 AMPS: M.C.B: ■ INDOOR ■ SURFACE ■ LIFE SAFETY ❑ TYPE: SQ D NQO NEMA 1 kAIC 10 PANEL OVERLOAD 150 AMPS: — PROTECTION M.L.O: ❑ OUTDOOR ❑ RECESSED ❑ EQUIPMENT ❑ FED FROM: NWSB #1 VIA 75KVA LOCATION: AS SHOWN PANELBOARD SCHEDULE: NEC RIGHT N T E IDENTIFICATION LOAD AO (AMPS) C.B. BO CO AMP o a CKT. NO. CKT. NO. o a C.B. AMP LOAD AO (AMPS) IDENTIFICATION BO CO N O T N 0 T E IDENTIFICATION LOAD (AMPS) C.B. AMP _uJJ 0 a CKT. N0. CKT. N0. � C.B. AMP LOAD (AMPS) IDENTIFICATION N T A0 BO CO AO BO CO MED FILES &RECORDS LIS. -- 20 1 1 2 1 20 -- ADMIN. & SEC. OFFICE REC. ECOB PANEL -- 60 3 31 32 3 60 -- NEC1 PANEL DICT. LTS. -- 20 1 3 4 1 20 -- LTS. NURSE STATION - -- - - 33 34 - - -- - COMPUTER EQUIP. STOR. REC. -- 20 1 5 6 1 20 -- LTS. 0197 OUT PAT. STAGING - -- - - 35 36 - - -- - COMPUTER EQUIP. STOR. REC. -- 20 1 7 8 1 20 -- COMPUTER EQUIP. STOR. REC. CHANGE ROOM S. WALL -- 20 20 1 1 37 39 38 40 1 1 20 20 -- -- REC. W. WALL S.U. ROOM COMPUTER EQUIP. STOR. REC. - 20 1 9 10 1 20 -- COMPUTER EQUIP. STOR. REC. CORR. REC. -- REC. BEHIND W. NURSE STA., SOIL COMPUTER EQUIP. STOR. REC. -- 20 1 11 12 1 20 -- COMPUTER EQUIP. STOR. REC. CHANGE ROOM N. WALL -- 20 1 41 42 1 20 -- WARMER REC.BEHIND W. NURSE STA COMPUTER EQUIP. STOR. REC. -- 20 1 13 14 1 20 -- COMPUTER EQUIP. STOR. REC. E. NURSE STA. CHANGE ROOM -- 20 1 43 44 1 20 -- REC. C.U. N & S WALL REC. COMPUTER EQUIP. STOR. REC. -- 20 1 15 16 1 20 -- COMPUTER EQUIP. STOR. REC. ELEC. ROOM REC. -- 20 1 45 46 1 20 -- REC. C.U. FRIDGE TRANSCRIPTION REC. E. SIDE -- 20 1 17 18 1 20 -- TRANSCRIPTION REC. E. WALL SPACE -- 1 47 48 1 -- SPACE SNACK REC. W. WALL -- 20 1 19 20 1 20 -- SNACK FRIDGE REC. SPACE -- 1 49 50 1 -- SPACE DRS. LOUNGE REC. -- 20 1 21 22 1 20 -- SNACK FRIDGE REC. SPACE -- 1 51 52 1 -- -- SPACE ADMIN. OFFICE REC. -- 20 1 23 24 1 20 4.5 DICTATION LABOR/DELIV. 1 SPACE -- 1 53 54 1 SPACE 'IS-DELIV' PANEL -- 20 1 25 26 2 20 -- SPARE SPACE -- 1 55 56 1 -- SPACE 1 REC. NURSE STATION LABOR/DEUV. 6 20 1 27 28 - - -- - SPACE -- 1 57 58 1 -- SPACE 1 REC. NURSE STATION LABOR/DELIV. SUBTOTAL AMPS -- 7.5 20 -- -- 1 29 30 1 20 -- -- DRS. LOCKERS 0210 N. WALL REC. -- -- SUBTOTAL AMPS SPACE SUBTOTAL AMPS -- -- -- -- 1 59 60 1 6 -- -- -- -- SPACE SUBTOTAL AMPS TOTAL AMPS SECT. 1 "A" PHASE: - TOTAL AMPS SECT. 1 "B" PHASE: - TOTAL AMPS SECT. 1 "C" PHASE: - TOTAL AMPS SECT. 2 "A" PHASE: - TOTAL AMPS SECT. 2 "B" PHASE: - TOTAL AMPS SECT. 2 "C" PHASE: - TOTAL AMPS TOTAL AMPS TOTAL AMPS "A" "B" "C" PHASE: - PHASE: - PHASE: - MAXIMUM CONNECTION PHASE AMPS: - TOTAL CONNECTED kVA: - TOTAL DEMAND kVA/AMPS: -/- NOTES: 1. NEW LOAD ADDED IN THIS PROJECT. PROVIDE A NEW UPDATED TYPED PANEL SCHEDULE. NOTES: EXISTING CONDITION NEC RIGHT & LEFT REVISED CONDITION NEC RIGHT & LEFT SELECTIVE KEYNOTES O PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTAELISHED IN 1977 —yright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 Copyright — All ideas, designs. methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and JOB# developed for use on and In connection with the specified project None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by project number REVISION SCHEDULE DATE I DESCRIPTION PANEL SCHEDULES E6E2 • ELECTRICAL sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY ``;N{4Wffill., %% N G. SP,44f, -fl-le 4101 `� ;• `GEN •.' ,[ �� No. T�EOF ;•� s Bf, lV$o:JOE, 1 BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 - -- - - --- -- -- -- _ - - - - -- - --- 11N Vit - -_ 1At - - B - - -1 -tJ S__ I C 0 M NODE O FAULT CURRENT SCHEDULE 10 32552 A AVAILABLE (NORMAL) UTILITY TRANSFORMER 20 29205 A AVAILABLE (NORMAL) 30 4550 A AVAILABLE (NORMAL) 40 25169 A AVAILABLE (NORMAL) 50 21172 A AVAILABLE (NORMAL) 60 2022 A AVAILABLE (NORMAL) NORMAL POWER LOAD CALCULATION 30 DAY RECORDED LOAD FOR NMSB #1 = 2180.5AMPS/1812KVA CHILLER #1 LOAD REDUCED IN THIS PROJECT =-360.OAMPS/298.9KVA TOTAL LOAD = 1820.5AMPS/1513.1 KVA 25% INCREASE PER NEC = +455.1 AMPS NEW TOTAL LOAD = 2275.6AMPS/1891.8KVA NORMAL POWER SYSTEM �- — — — — FPL SERVICE #1 10 30 277/480V SECONDARY I 1 A A A / r v 11500KVA iJ-B0 EMERGENCY GENERATOR #11 L T J 565KW/706.3KVA 1 20 NMSB #1 1000A i<,* -y G 1 ------------- T ----------------T ------ _ W/GFI �E--— — — — — — — — — — — — — TrvsS� IL o j o 11 I I = I °lI ° I 1 L—�-------------- ES _ - — — — A -Y I A I I 7 I — — TVSS 1 1 4 1 1 1 1 2 I 4 3 4 9 1 4 4 4 4 I I 4 2 4 2 1 1 2 0 5 0 0 7 5 1 0 6 6 9 8 6 5 0 0 1 5 5 0 0 I 9 1 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 A 0 0 0 0 I 0 ° 0 0 0—J A A A A A A A i A A A A A A A A I A A A A I I A A A A A I L—I-- —--I-4----I--1--4_4__I--4—_�--__-__1--tl—I--�—I---�J L-- — ---� — -- --� 75HP I I I I I I I I I I I I I I I I I L- I I L �� PUMP I I I I I I I I I I I I I I I I I I I L—__ f=_—__ � I __ �—_—_—_—_—_—_--- XH E M M C M 2A T T LN E T HN I Q E E 0 S W W N V I H H I-------- I I I U C C N C P P D S I I 401_( F- 30 I F H H D 1 0 S I 1 2 ATS -EC I ATS -EA I ATS-EQE — ATS -EQ O I R R N 2 1 � I I I N E 1400A I I N E 1100A I I1 E 400A N 1 E 400A F�� R M M S ° I I I I I L J M W I P I L- —J L. --� I L —I L- i I I E A G Y I (BRA CHL (SAFETY I (BRANCH (BRANCH T T U I I I I (BRANCH I I 1 �75KVA L_ — I 1_A_--A_� N I -------- __--1 ^l- I �- '-Y-,�-Y- T E ------------ -------------- IEA� EQE EQ I L--------1 1 NA I NA O1 1 50 _ EC _ (LEFT I — RIGHT -----1 1--------)---------- TVSS� I 225A)° — — I 50 1 I1 60A °° f 0 0 0 00° L —J AA Aq A A A A A I ---- -----� 1 I L L - —--l--I--1--I —I— I --I I I CEC I 2EC I I ECA I C ( J I I,1 (ECC ECD r----- � XEC 1 OR EC � NA1 I NOB O1 I soA( I �NPJ I I I I 1 LIJ1 OOA I I I I I I 45KVAi L -----J L---`A_/-J lY'y�Y I 1 NEC NEC I _ RIGHT 150A) 1,60A1---- 1 SOA I 1 NEC1 ECOB ILEI ECOB RIGHT I I 60A I I I I I 1 I I I L -----J L---��----J EXISTING RISER DIAGRAM SERVICE #1 SCALE: NONE 1. DASHED LINE REPRESENTS EXISTING TO REMAIN. JI7V�lt`I T OI\ RETERENCE ONLY. KEYED NOTES: O1 PROVIDE NEW TYPED UPDATED PANEL DIRECTORIES. SELECTIVE KEYNOTES Q PENINSULA ENGONEEMNG WC. INSULTING ENGINEERS ESTABLISHED IN 1977 &pyright 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 • 407.246.1688 • EB 3089 2009 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and developed for use on and in connection with the specified project, None of the Ideas, designs, JOB#: arrangements, methods or plans shall be used by or disclosed to any person, firm or 10333 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. JEA BS issue date drawn by approved by Droiect number REVISION SCHEDULE DATE DESCRIPTION RISER DIAGRAM - ELECTRICAL E7N sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BUFF, HOGUE & MILLS ASSOCIATES, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BURKE, HOGUE & MILLS ASSOCIATES, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THESE PLAN AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. SPA STATE OF a Bryd(x,� yiri reg, �o FL Recf�,+jl��AI��:�� BURKE HOGUE MILLS, INC. 1 1 1 1130 Business Center Drive, Lake Mary, FL 32746 407.333.2005 AAC000233 W W W B H M U 0 M